Bharat Coking Coal Limited - Jharkhand

33637410 repairing of damaged counter weight, pig iron refilling and repairing of extension cylinder of ace crane sl.no. 189758 at block iv ocp of govindpur area iii, bccl. please refer annexure b in tender document...

Water Resources Department - Jharkhand

33214961 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor, quotations through e tender are invited for rate of items / materials annexed as annexure 1 m.s pipe 1 m 1857 manufacturing, providing and supply ing spirally welded erw / 8aw / fabricated m. s. pipes ( commercial quality ) including procurements of plates gas cutting to required size rolling, tack welding assembling in suitable iength to form pipes, welding on automatic welding machine and forming v edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding gst levied by goi & gom in all respect etc. complete as per is 3589 and is 5504 as applicable as per specifications ( no negative tolerance in thickness is permissible ) . tickness as per table no 5 of is 8589:200i a dia mm 1050 meter b dia mm 1100 meter c dia mm 1150 meter d dia mm 1200 meter e dia mm 1250 meter f dia mm 1300 meter g dia mm 1350 meter h dia mm 1400 meter i dia mm 1550 meter j dia mm 1650 meter k dia mm 2050 meter 2 m 1858 lowering, laying in position to correct line and level including m. s. pipes with / without any out coating on pedestals or chairs upon prepared formation. the rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation up to 500 m. etc. completed as specified i ) a bove 1000 mm. upto 1250 mm. dia. meter ii ) above 1250 mm. upto 1500 mm. dia. meter iii ) above 1550 mm. upto 1750 mm. dia. meter iv ) above 2000 mm. upto 2250 mm. dia. meter 3 m 1859 supplying all materials, labours, tools & equipments & fabricating & fixing in position m.s. specials such as enlarges, tees, blank flanges barrel pieces etc. for making connection of air valve, pressure release valve, scour valve etc of sizes up to 2100 mm dia out of 8.74 mm to 18mm thick m.s. plates / swms pipes, cutting to exact dimension & sfiape by oxycline or any other type of approved cutting machine, bending the plates to exact shape & welding longitudinal. circumferential beveled joints by using standard electrodes as per i.s. specification including hydraulic testing of each special at a pressure as desired including carriage of specials to worksite & jointing with pipe by welding all complete job as per specification & direction of eic. note: before fabricating specials, the exact dimension of the m.s. pipes should be ascertained by the contractor. a ms specials of different sizes mt 4 m 1860 providing, fabricating and fixing expansion joints for pipelines as per the drawing. the rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually, rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. including packing as per specifications, grease, bolts and nuts, local handling, excluding gst levied by goi & gom in all respect etc. all complete. a dia mm 1050 nos b dia mm 1100 nos c dia mm 1150 nos d dia mm 1200 nos e dia mm 1250 nos f dia mm 1300 nos g dia mm 1350 nos h dia mm 1400 nos i dia mm 1550 nos j dia mm 1650 nos k dia mm 2050 nos 5 m 1861 blast cleaning of old or new pipeline surface internally with mechanical cleaning machine having steel scraper blades with required passes including removing all rust. scaling etc. including cutting of pipes at required places, rewelding the same including cost of all materials and labour, etc, complete ( pipes pieces if required for rewelding of old pipeline shali be paid separately ) a dia mm 1050 sq. m. b dia mm 1100 sq. m. c dia mm 1150 sq. m. d dia mm 1200 sq. m. e dia mm 1250 sq. m. f dia mm 1300 sq. m. g dia mm 1350 sq. m. h dia mm 1400 sq. m. i dia mm 1550 sq. m. j dia mm 1650 sq. m. k dia mm 2050 sq. m. annexure i the interested party i.e. the quotationers shall quote price in the following format list of items used for ugpl under wrd jharkhand si. no. item code item description unit rate including roya { ty and other taxes but excluding gst ( in rs. ) 6 m 1862 provoding and applying primer first coat of intertol 49 w emmaline 05 / 58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site. ( for both surface ) a dia mm 1050 sq. m. b dia mm 1100 sq. m. c dia mm 1150 sq. m. d dia mm 1200 sq. m. e dia mm 1250 sq. m. f dia mm 1300 sq. m. g dia mm 1350 sq. m. h dia mm 1400 sq. m. i dia mm 1550 sq. m. j dia mm 1650 sq. m. k dia mm 2050 sq. m. first coat sq. m. second coat sq. m. 7 m 1863 external coating providing and applying 100% solids polyurethane coating meeting bis16719 or rigid, directto metat, 100% solids polyurethane coating meeting awwa c 222 of minimum 1000 micron thickness on the external surface of ms pipe after blast cleaning to sa 2 1 / 2 with anchor profile of >75microns using angular steel grit. pipe blast cleaning and coating shall only be permitted in the pipe manufacturer’s facility, preferably on rolling conveyor us ing fast set materials. the rates are including loading, unloading, handling and transportation of pipe etc. complete. sq. m. 8 m 1864 intemal lining providing and applying 100% solids polyurethane coating meeting bis 16719 or rigid, direct to metal, 100% solids polyurethane coating meeting awwa c 222 and satisfying the criterion for drinking water as per wrasbs 6920 to a thickness of 500 microns ( sspc pa2 ) on the inremal surface of ms pipe after blast cleaning to sa 2 1 / 2 wilh anchor profile of >75 microns using angular steel grit. the coating should meet total organic carbon ( toc ) as per aphaawwawef5310c < 2.00 mil1igram / lirer. pipe lining shall only be permitted in the pipe manufacturer’ s facility. site application shall not be permitted. the rates are including loading, unloading, handling and transportation of pipe etc. complete. sq. m. 9 m 1865 supplying all materials, labours ( skilled & unskilled ) tools & equipment’s for gas cutting of steel barrel pieces / m.s. pipes of different dia of pipe up to 20mm thickness to exact dimension & shape by oxyacetylene method for subsequent welding of barrel pieces & pipes. 10 m 1866 supplying, fitting, fixing in position ( including supplying all labours & equipments ) the following actuator operated butterfly valves / sluice valves conforming lo relevant i.s. specification / isi certification mark where ever applicable includiug all taxes and incidental charges carriage, unloading at worksite all complete job as per specification & direction of eic. ( flange joints to be paid separately ) a dia mm 1050 nos, b dia mm 1100 nos. c dia mm 1150 nos. d dia mm 1200 nos. e dia mm 1250 nos. f dia mm 1300 nos. g dia mm 1350 nos, h dia mm 1400 nos, i dia mm 1550 nos. j dia mm 1650 nos. k dia mm 2050 nos. 11 m 1867. supplying, fitiing, fixing in position ( including supplying al1 labours & equipments ) the following valves, expansion joints, ftting conforming io relevant i.s. specification. isi certification mark where ever applicable including all taxes & incidental charges, carriage, unloading at work site etc. all complete job as per specification & direction of eic. ( flange joints to be paid separately ) ( iii ) cost steel valves a ) 600 mm dia cast steel air release valve nos. b ) 600 mm dia cast steel pressure air release valve nos. di pipes 12 m 1868 supplying centrifugally cast ( spun ) ductile iron pressure pipe for water supply with socket and spigot ends confirming io is:8329 / 2000 in standard lengths of class k 7 & k 9 suitable for push on joint ( rubber gasket jointing ) with cement mortar lining on inside surface and outside zinc coating with bituminous paint. rate are ex factory excluding transportation, taxes & duties, contractor profit & over head charges etc. k 7 size a dia mm 100 m b dia mm 200 m c dia mm 250 m d dia mm 300 m e dia mm 350 m f dia mm 400 m g dia mm 450 m h dia mm 500 m i dia mm 600 m j dia mm 700 m k dia mm 750 m l dia mm 800 m m dia mm 900 m n dia mm 1000 m k 9 size a dia mm 100 m b dia mm 200 m c dia mm 250 m d dia mm 300 m e dia mm 350 m f dia mm 400 m g dia mm 450 m h dia mm 500 m i dia mm 600 m j dia mm 700 m k dia mm 750 m l dia mm 800 m m dia mm 900 m n dia mm 1000 m 13 m 1869 supplying labours tools and tackles for testing of lead ci or upvc or hdpe or ac or di pressure pipe upto 60 m head of water all complete as per specification direction el. a dia mm 300 m b dia mm 350 m c dia mm 400 m d dia mm 450 m e dia mm 500 m f dia mm 600 m g dia mm 700 m h dia mm 750 m i dia mm 800 m j dia mm 900 m k dia mm 1000 m 14 m 1870 providing and supplying isi standard d.i. specials & fitting with sealing rubber gasket of s.b.r. complete with cast iron follower gland and m.s. nut & bolts coated or otherwise protected from rusting and suitable for d.i. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc.complete as per l8.9523@ 2% kg 15 m 1871 providing double flanged siuice valve confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete. sluice valve pn 1.6 a dia mm 300 each b dia mm 350 each c dia mm 400 each d dia mm 450 each e dia mm 500 each f dia mm 600 each g dia mm 700 each h dia mm 750 each i dia mm 800 each j dia mm 900 each k dia mm 1000 each 16 m 1872 providing and supplying air valves as per is 10845 2000 and standard specifications of approved make and quality of following diameters including all taxes ( central and local ) , railway freight, inspection charges, unloading from raiiway wagons, loading into truck, transportation up to departmental stores / site unloading and stacking etc. complete. a 100 mm dia. each b 150 mm dia. each c 250 mm dia. each d 300 mm dia. each 17 m 1873 supplying labours , tools, tackles lubricanl etc for laying and joining di / c.i.s / s tyton pipes ( class la ) trenche supplying rubber gasket ( rubber gaskets confirming to i.s.s. 5382 1969 ) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost ) as per ( i.s.s.3114 1985 ) as per design, specification and direction of e / i. a dia mm 200 m b dia mm 250 m c dia mm 300 m d dia mm 350 m e dia mm 400 m f dia mm 450 m g dia mm 500 m h dia mm 600 m i dia mm 700 m j dia mm 750 m k dia mm 800 m l dia mm 900 m m dia mm 1000 m 18 m 1874 lowering, laying and fixing in proper alignment and position all types of c.i. air valves as directed by engineer in charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc.complete. ( for al1 class of valves ) . a 100 mm dia. each b 150 mm dia. each c 250 mm dia. each d 300 mm dia. each 19 m 1875 supplying labour and tools for fixing c.i. sluice valve in trenches with a pair of c.i. taii piece including making lead caulked joints and flanged joints as per i.s.s spęcification, including supplying all jointing materials ( pig lead confirming to i.s.s. 782 1978, yarn confirming to i.s.s. 6587—1972 and nuts and bolts confirming to i.s.s. 1364 — 1983 ) including driiling holes in flanges if required as per specification and direction of e / i. a dia mm 200 each b dia mm 250 each c dia mm 300 each d dia mm 350 each e dia mm 400 each f dia mm 450 each g dia mm 500 each h dia mm 600 each i dia mm 700 each j dia mm 750 each k dia mm 800 each l dia mm 900 each m dia mm 1000 each 20 m 1876 supply all materials & construction of thrust block where required each hdp e pipe 2 1 m 1877 providing and supplying high density potyethyene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable for water supply which is available in all standard, like isi 4984, iso 4427 din 8074 and various grades like pe 63, pe 80, pe 100 and newly invented pe 100+ materials rates are ex factory excluding transportation, taxes and duties, contractor profit and overhead charges. ( for h dpe pipe grade pe 100, pn 10. ) a 110 mm dia ( hdpe ) rmtr b 125 mm dia ( hdpe ) rmtr c 140 mm dia ( hdpe ) rmtr d 160 mm dia ( hdpe ) rmtr e 180 mm dia ( hdpe ) rmtr f 200 mm dia ( hdpe ) rmtr g 225 mm dia ( hdpe ) rmtr h 250 mm dia ( hdpe ) rmtr i 280 mm dia ( hdpe ) rmtr 22 m 1878 supplying labours tools and tackles for testing of lead ci or upvc or hdpe or ac or di pressure pipe upto 60 m head of water all complete as per specification direction el. a 110 mm dia ( hdpe ) rmtr b 125 mm dia ( hdpe ) rmtr c 140 mm dia ( hdpe ) rmtr d 160 mm dia ( hdpe ) rmtr e 180 mm dia ( hdpe ) rmtr f 200 mm dia ( hdpe ) rmtr g 225 mm dia ( hdpe ) rmtr h 280 mm dia ( hdpe ) rmtr i 400 mm di k 7 rmtr 23 m 1879 supplying labours , tools, tackles lubricanl etc for laying and joining di / c.i.s / s tyton pipes ( class la ) trenche supplying rubber gasket ( rubber gaskets confirming to i.s.s. 5382 1969 ) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete laying of pipes is to be done a as per ( i.s.s.3114 1985 ) as per design, specification and direction of e / i. a 110 mm dia ( hdpe ) rmtr b 125 mm dia ( hdpe ) rmtr c 140 mm dia ( hdpe ) rmtr d 160 mm dia ( hdpe ) rmtr e 180 mm dia ( hdpe ) rmtr f 200 mm dia ( hdpe ) rmtr g 225 mm dia ( hdpe ) rmtr h 280 mm dia ( hdpe ) rmtr i 400 mm di k 7 rmtr 24 m 1880 labour charge for one cutting of cast iron / di pipe & specials including supplying , necessary tools and plants , chipping or filling the surface finish as per specification and direction of e / i. a 110 mm dia ( hdpe ) each b 125 mm dia ( hdpe ) each c 140 mm dia ( hdpe ) each d 160 mm dia ( hdpe ) each e 180 mm dia ( hdpe ) each f 200 mm dia ( hdpe ) each g 225 mm dia ( hdpe ) each h 280 mm dia ( hdpe ) each i 400 mm di k 7 each 25 m 1881 providing double flanged sluice valve confirming for is 2906 / 14846 including worm gear arrangements as per test pressure stainless steel , spindle, caps including all transportation etc. complete. ( pn 1 without byepass arrangement. ) a 110 mm dia ( hdpe ) each b 125 mm dia ( hdpe ) each c 140 mm dia ( hdpe ) each d 160 mm dia ( hdpe ) each e 180 mm dia ( hdpe ) each f 200 mm dia ( hdpe ) each g 225 mm dia ( hdpe ) each h 280 mm dia ( hdpe ) each i 400 mm di k 7 each 26 m 1882 supplying labour and tools for fixing ci sluice valve trenches with a pair of c. i tail pair including making ) flanged joints as per is specification confirming to i.s.s 782 1978 confinning to i.s.s 6557 1972 and nuts and bolts confirming to i.s.s 1364 1983 ) . including drilling holes in flanged if required as per specification and direction of e / i. a 110 mm dia ( hdpe ) each b 125 mm dia ( hdpe ) each c 140 mm dia ( hdpe ) each d 160 mm dia ( hdpe ) each e 180 mm dia ( hdpe ) each f 200 mm dia ( hdpe ) each g 225 mm dia ( hdpe ) each h 280 mm dia ( hdpe ) each i 400 mm di k 7 each electrical and electronics equipment 27 m 1883 scada system for ugpl nos. 28 m 1884 surge protection device nos. 29 m 1885 switch yard / power station & other civi1 work nos. 30 m 1886 supplying & installation of variable frequency drive ( vfd ) ...

Water Resources Department - Jharkhand

33135964 the quotation is invited to as certain an access the rate of materials at per with lowest market rate for framing of schedule of rate 1 m 1857 manufacturing, providing and supplying spirally welded / erw / saw / fabricated m. s. pipes ( commercial quality ) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘v’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding gst levied by goi & gom in all respect etc. complete as per is 3589 and is 5504 as applicable as per specifications ( no negative tolerance in thickness is permissible ) .thickness as per table no 5 of is 3589:2001 a dia mm 1050 b dia mm 1100 c dia mm 1150 d dia mm 1200 e dia mm 1250 f dia mm 1300 g dia mm 1350 h dia mm 1400 i dia mm 1550 j dia mm 1650 k dia mm 2050 2 m 1858 lowering, laying in position to correct line and level including m. s. pipes with / without any out coating on pedestals or chairs upon prepared formation. the rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation up to 500 m. etc. completed as specified. i ) above 1000 mm. upto1250 mm. dia. ii ) above 1250 mm. up to 1500 mm. dia. iii ) above 1550 mm. up to 1750 mm. dia. iv ) above 2000 mm. up to 2250 mm. dia. 3 m 1859 supplying all materials, labours, tools & equipments & fabricating & fixing in position m.s. specials such as enlarges, tees, blank flanges barrel pieces etc. for making connection of air valve, pressure release valve, scour valve etc. of sizes up to 2100 mm dia out of 8.74mm to 18mm thick m.s. plates / swms pipes, cutting to exact dimension & shape by oxycline or any other type of approved cutting machine, bending the plates to exact shape & welding longitudinal. circumferential beveled joints by using standard electrodes as per i.s. specification including hydraulic testing of each special at a pressure as desired including carriage of specials to worksite & jointing with pipe by welding all complete job as per specification & direction of eic. note: before fabricating specials, the exact dimension of the m.s. pipes should be ascertained by the contractor. a ms specials of different sizes 4 m 1860 providing, fabricating and fixing expansion joints for pipelines as per the drawing. the rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually, rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. including packing as per specifications, grease, bolts and nuts, local handling, excluding gst levied by goi & gom in all respect etc. all complete. a dia mm 1050 b dia mm 1100 c dia mm 1150 d dia mm 1200 e dia mm 1250 f dia mm 1300 g dia mm 1350 h dia mm 1400 i dia mm 1550 j dia mm 1650 k dia mm 2050 5 m 1861 blast cleaning of old or new pipeline surface internally with mechanical cleaning machine having steel scraper blades with required passes including removing all rust, scaling etc. including cutting of pipes at required places, rewelding the same including cost of materials and labour, etc, complete ( pipes pieces if required for rewelding of old pipeline shall be paid separately. ) a dia mm 1050 b dia mm 1100 c dia mm 1150 d dia mm 1200 e dia mm 1250 f dia mm 1300 g dia mm 1350 h dia mm 1400 i dia mm 1550 j dia mm 1650 k dia mm 2050 6 m 1862 providing and applying primer first coat of intertol 49 w emmaline 05 / 58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site. ( for both surface ) a dia mm 1050 b dia mm 1100 c dia mm 1150 d dia mm 1200 e dia mm 1250 f dia mm 1300 g dia mm 1350 h dia mm 1400 i dia mm 1550 j dia mm 1650 k dia mm 2050 first coat second coat 7 m 1863 external coating providing and applying 100% solids polyurethane coating meeting bis16719 or rigid, directto metal, 100% solids polyurethane coating meeting awwa c 222 of minimum 1000 micron thickness on the external surface of ms pipe after blast cleaning to sa 2½ with anchor profile of >75microns using angular steel grit. pipe blast cleaning and coating shall only be permitted in the pipe manufacturer’s facility, preferably on rolling conveyor using fast set materials. the rates are including loading, unloading, handling and transportation of pipe etc. complete. 8 m 1864 internal lining providing and applying 100% solids polyurethane coating meeting bis 16719 or rigid, directto metal, 100% solids polyurethane coating meeting awwa c 222 and satisfying the criterionfordrinking water as per wrasbs 6920 to a thickness of 500 microns ( sspc pa2 ) on the internal surface of ms pipe after blast cleaning to sa 2½ with anchor profile of >75 microns using angular steel grit. the coating should meet total organic carbon ( toc ) as per aphaawwawef5310c < 2.00 milligram / liter. pipe lining shall only permitted in the pipe manufacturer’s facility. site application shall not be permitted. the rates are including loading, unloading, handling and transportation of pipe etc. complete. 9 m 1865 supplying all materials, labours ( skilled & unskilled ) tools & equipments for gas cutting of steel barrel pieces / m.s.pipes of different dia of pipe up to 20mm thickness to exact dimension & shape by oxyacetylene method for subsequent welding of barrel pieces pipes. 10 m 1866 supplying, fitting, fixing in position ( including supplying all labours & equipments ) the following actuator operated butterfly valves / sluice valves conforming to relevant i. specification / isi certification mark where ever applicable including all taxes and incidental charges carriage, unloading at worksite all complete job as per specification & direction eic. ( flange joints to be paid separately ) a dia mm 1050 b dia mm 1100 c dia mm 1150 d dia mm 1200 e dia mm 1250 f dia mm 1300 g dia mm 1350 h dia mm 1400 i dia mm 1550 j dia mm 1650 k dia mm 2050 11 m 1867 supplying, fitting, fixing in position ( including supplying all labours & equipments ) the following valves, expansion joints, fitting conforming to relevant i.s. specification. certification mark where ever applicable including all taxes & incidental charges, carriage, unloading at work site etc. all complete job as per specification & direction of eic. ( flange joints to be paid separately ) ( iii ) cost steel valves ( a ) 600 mm dia cast steel air release valve ( b ) 600 mm dia cast steel pressure air release valve di pipes 12 m 1868 supplying centrifugally cast ( spun ) ductile iron pressure pipe for water supply with socket and spigot ends confirming to is:8329 / 2000 in standard lengths of class k & k 9 suitable for push on joint ( rubber gasket jointing ) with cement mortar lining on inside surface and outside zinc coating with bituminous paint.rate are factory excluding transportation, taxes & duties, contractor profit & over head charges etc. k 7 size a dia mm 100 b dia mm 200 c dia mm 250 d dia mm 300 e dia mm 350 f dia mm 400 g dia mm 450 h dia mm 500 i dia mm 600 j dia mm 700 k dia mm 750 l dia mm 800 m dia mm 900 n dia mm 1000 k 9 size a dia mm 100 b dia mm 200 c dia mm 250 d dia mm 300 e dia mm 350 f dia mm 400 g dia mm 450 h dia mm 500 i dia mm 600 j dia mm 700 k dia mm 750 l dia mm 800 m dia mm 900 n dia mm 1000 13 m 1869 supplying labours tools and tackles for testing of lead ci or upvc or hdpe or ac or pressure pipe upto 60 m head of water all complete as per specification direction ei. a dia mm 300 b dia mm 350 c dia mm 400 d dia mm 450 e dia mm 500 f dia mm 600 g dia mm 700 h dia mm 750 i dia mm 800 j dia mm 900 k dia mm 1000 14 m 1870 providing and supplying isi standard d.i. specials & fitting with sealing rubber gasket s.b.r. complete with cast iron follower gland and m.s. nut & bolts coated or otherwise protected from rusting and suitable for d.i. pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc.complete per i.s.9523@ 2% 15 m 1871 providing double flanged sluice valve confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete. sluice valve pn 1.6 a dia mm 300 b dia mm 350 c dia mm 400 d dia mm 450 e dia mm 500 f dia mm 600 g dia mm 700 h dia mm 750 i dia mm 800 j dia mm 900 k dia mm 1000 16 m 1872 providing and supplying air valves as per is 10845 2000 and standard specifications approved make and quality of following diameters including all taxes ( central and local ) , railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation up to departmental stores / site unloading and stacking etc. complete. a 100 mm dia. b 150 mm dia. c 250 mm dia. d 300 mm dia. 17 m 1873 supplying labours , tools, tackles lubricant etc for laying and jointing di / c.i.s / s tyton pipes ( class la ) trenche supplying rubber gasket ( rubber gaskets confirming to i.s.s. 5382 1969 ) and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost ) as per ( i.s.s.3114 1985 ) as per design, specification and direction of e. / i. a dia mm 200 b dia mm 250 c dia mm 300 d dia mm 350 e dia mm 400 f dia mm 450 g dia mm 500 h dia mm 600 i dia mm 700 j dia mm 750 k dia mm 800 l dia mm 900 m dia mm 1000 18 m 1874 lowering, laying and fixing in proper alignment and position all types of c.i.air valves as directed by engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc.complete. ( for all class of valves ) . a 100 mm dia. b 150 mm dia. c 250 mm dia. d 300 mm dia. 19 m 1875 supplying labourand tools for fixing c.i.sluice valve in trenches with a pair of c.i.tail piece including making lead caulked joints and flanged joints as per i.s.s. specification, including supplying all jointing materials ( pig lead confirming to i.s.s. 782 1978, yarn confirming to i.s.s. 6587–1972 and nuts and bolts confirming to i.s.s.1364 –1983 ) including drilling holes in flanges if required as per specification and direction of e / i. a dia mm 200 b dia mm 250 c dia mm 300 d dia mm 350 e dia mm 400 f dia mm 450 g dia mm 500 h dia mm 600 i dia mm 700 j dia mm 750 k dia mm 800 l dia mm 900 m dia mm 1000 20 m 1876 supply all materials & construction of thrust block where required. hdpe pipe 21 m 1877 providing and supplying high density polyethyene pipe ( hdpe pipe ) of 20 mm to 225 mm od and pressure 6.0 kg / cm2 and 10 kg / cm2 suitable ford water supply which is available in all standard, like isi 4984, iso 4427 din 8074 and various grades like pe 63, pe 80, pe 100 and newly invented pe 100+ materials rates are exfactory excluding transpotation, taxes and duties, contractor profit and overhead charges. ( for hdpe pipe grade pe 100, pn 10. ) a 110 mm dia ( hdpe ) b 125 mm dia ( hdpe ) c 140 mm dia ( hdpe ) d 160 mm dia ( hdpe ) e 180 mm dia ( hdpe ) f 200 mm dia ( hdpe ) g 225 mm dia ( hdpe ) h 250 mm dia ( hdpe ) i 280 mm dia ( hdpe ) 22 m 1878 supplying labours tools and tackles for testing of lead ci or upvc or hdpe or ac or di pressure pipe upto 60 m head of water all complete as per specification direction ei. a 110 mm dia ( hdpe ) b 125 mm dia ( hdpe ) c 140 mm dia ( hdpe ) d 160 mm dai ( hdpe ) e 180 mm dia ( hdpe ) f 200 mm dia ( hdpe ) g 225 mm dia ( hdpe ) h 280 mm dia ( hdpe ) i 400 mm di k 7 23 m 1879 supplying labours , tools tackles , lubricant etc for laying and jointing di / c.i.s / s tyton pipes ( class la ) trenches supplying rubbber gasket ( rubber gasket confirming to i.s.s 5382 1969 ) and making gasket joints including providing night guard , barrier and red light to safe guard against accident all complete laying of pipes is to be done as per ( i.s.s 3114 1985 ) as per design , specification and direction of e / i a 110 mm dia ( hdpe ) b 125 mm dia ( hdpe ) c 140 mm dia ( hdpe ) d 160 mm dai ( hdpe ) e 180 mm dia ( hdpe ) f 200 mm dia ( hdpe ) g 225 mm dia ( hdpe ) h 280 mm dia ( hdpe ) i 400 mm di k 7 24 m 1880 labour charge for one cutting of cast iron / di pipe & specials including supplying , necessary tools and plants , chipping or filling the surface finish as per specification and direction of e / i. a 110 mm dia ( hdpe ) b 125 mm dia ( hdpe ) c 140 mm dia ( hdpe ) d 160 mm dai ( hdpe ) e 180 mm dia ( hdpe ) f 200 mm dia ( hdpe ) g 225 mm dia ( hdpe ) h 280 mm dia ( hdpe ) i 400 mm di k 7 25 m 1881 providing double flanged sluice valve confirming for is 2906 / 14846 including worm gear arrangements as per test pressure satainless steel , spindle , caps including all transportation etc. complete. ( pn 1 without byepass arrangement. ) a 110 mm dia ( hdpe ) b 125 mm dia ( hdpe ) c 140 mm dia ( hdpe ) d 160 mm dai ( hdpe ) e 180 mm dia ( hdpe ) f 200 mm dia ( hdpe ) g 225 mm dia ( hdpe ) h 280 mm dia ( hdpe ) i 400 mm di k 7 26 m 1882 supplying labour and tools for fixing ci sluice valve trenches with a pair of c.i tail pair including making ) flanged joints as per is specification confirming to i.s.s 782 1978 confirming to i.s.s 6557 1972 and nuts and bolts confirming to i.s.s 1364 1983 ) .including drilling holes in flanged if required as per specification and direction of e / i . a 110 mm dia ( hdpe ) b 125 mm dia ( hdpe ) c 140 mm dia ( hdpe ) d 160 mm dai ( hdpe ) e 180 mm dia ( hdpe ) f 200 mm dia ( hdpe ) g 225 mm dia ( hdpe ) h 280 mm dia ( hdpe ) i 400 mm di k 7 electrical and electronics equipment 27 m 1883 scada system for ugpl 28 m 1884 surge protection device 29 m 1885 switch yard / power station & other civil work 30 m 1886 supplying & installation of variable frequency drive ( vfd ) ...

Water Resources Department - Jharkhand

33133188 the quotation is invited to ascertain and assess the rate of materials at par with lowest market rate for framing of schedule of rate m 1857 manufacturing, providing and supplying spirally welded / erw/ saw / fabricated m. s. pipes (commercial quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘v’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding gst levied by goi & gom in all respect etc. complete as per is 3589 and is 5504 as applicable as per specifications (no negative tolerance in thickness is permissible).thickness as per table no 5 of is 3589:2001 dia mm 1050 dia mm 1100 dia mm 1150 dia mm 1200 dia mm 1250 dia mm 1300 dia mm 1350 dia mm 1400 dia mm 1550 dia mm 1650 dia mm 2050 m 1858 lowering, laying in position to correct line and level including m. s. pipes with / without any out coating on pedestals or chairs upon prepared formation. the rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation up to 500 m. etc. completed as specified. i) above 1000 mm. upto1250 mm. dia. ii) above 1250 mm. up to 1500 mm. dia. iii) above 1550 mm. up to 1750 mm. dia. iv) above 2000 mm. up to 2250 mm. dia. m 1859 supplying all materials, labours, tools & equipments & fabricating & fixing in position m.s. specials such as enlarges, tees, blank flanges barrel pieces etc. for making connection of air valve, pressure release valve, scour valve etc. of sizes up to 2100 mm dia out of 8.74mm to 18mm thick m.s. plates/swms pipes, cutting to exact dimension & shape by oxycline or any other type of approved cutting machine, bending the plates to exact shape & welding longitudinal. circumferential beveled joints by using standard electrodes as per i.s. specification including hydraulic testing of each special at a pressure as desired including carriage of specials to worksite & jointing with pipe by welding all complete job as per specification & direction of eic. note: before fabricating specials, the exact dimension of the m.s. pipes should be ascertained by the contractor. ms specials of different sizes m 1860 providing, fabricating and fixing expansion joints for pipelines as per the drawing. the rate to include machining the strakes and steel ring as shown in the drawing and welding on either automatic welding machine or manually, rate includes plates and flats required for expansion joint and all other materials such as synthetic rubber, rubber ring, etc. including packing as per specifications, grease, bolts and nuts, local handling, excluding gst levied by goi & gom in all respect etc. all complete. dia mm 1050 dia mm 1100 dia mm 1150 dia mm 1200 dia mm 1250 dia mm 1300 dia mm 1350 dia mm 1400 dia mm 1550 dia mm 1650 dia mm 2050 m 1861 blast cleaning of old or new pipeline surface internally with mechanical cleaning machine having steel scraper blades with required passes including removing all rust, scaling etc. including cutting of pipes at required places, rewelding the same including cost of all materials and labour,etc, complete (pipes pieces if required for rewelding of old pipeline shall be paid separately.) dia mm 1050 dia mm 1100 dia mm 1150 dia mm 1200 dia mm 1250 dia mm 1300 dia mm 1350 dia mm 1400 dia mm 1550 dia mm 1650 dia mm 2050 m 1862 providing and applying primer first coat of intertol 49 w emmaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site. (for both surface) dia mm 1050 dia mm 1100 dia mm 1150 dia mm 1200 dia mm 1250 dia mm 1300 dia mm 1350 dia mm 1400 dia mm 1550 dia mm 1650 dia mm 2050 first coat second coat m 1863 external coating providing and applying 100% solids polyurethane coating meeting bis16719 or rigid, directto metal,100% solids polyurethane coating meeting awwa c 222 of minimum 1000 micron thickness on the external surface of ms pipe after blast cleaning to sa 2½ with anchor profile of >75microns using angular steel grit. pipe blast cleaning and coating shall only be permitted in the pipe manufacturer’s facility, preferably on rolling conveyor using fast set materials. the rates are including loading, unloading, handling and transportation of pipe etc. complete. m 1864 internal lining providing and applying 100% solids polyurethane coating meeting bis 16719 or rigid, directto metal,100% solids polyurethane coating meeting awwa c 222 and satisfying the criterionfordrinking water as per wrasbs 6920 to a thickness of 500 microns (sspc pa2) on the internal surface of ms pipe after blast cleaning to sa 2½ with anchor profile of >75 microns using angular steel grit. the coating should meet total organic carbon (toc) as per aphaawwawef5310c < 2.00 milligram/ liter. pipe lining shall only be permitted in the pipe manufacturer’s facility. site application shall not be permitted. the rates are including loading, unloading, handling and transportation of pipe etc. complete. m 1865 supplying all materials, labours (skilled & unskilled) tools & equipments for gas cutting of steel barrel pieces/m.s.pipes of different dia of pipe up to 20mm thickness to exact dimension & shape by oxyacetylene method for subsequent welding of barrel pieces & pipes. m 1866 supplying, fitting, fixing in position (including supplying all labours & equipments) the following actuator operated butterfly valves/sluice valves conforming to relevant i.s. specification /isi certification mark where ever applicable including all taxes and incidental charges carriage, unloading at worksite all complete job as per specification & direction of eic. (flange joints to be paid separately) dia mm 1050 dia mm 1100 dia mm 1150 dia mm 1200 dia mm 1250 dia mm 1300 dia mm 1350 dia mm 1400 dia mm 1550 dia mm 1650 dia mm 2050 m 1867 supplying, fitting, fixing in position (including supplying all labours & equipments) the following valves, expansion joints, fitting conforming to relevant i.s. specification. isi certification mark where ever applicable including all taxes & incidental charges, carriage, unloading at work site etc. all complete job as per specification & direction of eic. (flange joints to be paid separately) (iii) cost steel valves (a) 600 mm dia cast steel air release valve (b) 600 mm dia cast steel pressure air release valve di pipes m 1868 supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to is:8329/2000 in standard lengths of class k 7 & k 9 suitable for push on joint (rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint.rate are ex factory excluding transportation, taxes & duties, contractor profit & over head charges etc. k 7 size dia mm 100 dia mm 200 dia mm 250 dia mm 300 dia mm 350 dia mm 400 dia mm 450 dia mm 500 dia mm 600 dia mm 700 dia mm 750 dia mm 800 dia mm 900 dia mm 1000 k 9 size dia mm 100 dia mm 200 dia mm 250 dia mm 300 dia mm 350 dia mm 400 dia mm 450 dia mm 500 dia mm 600 dia mm 700 dia mm 750 dia mm 800 dia mm 900 dia mm 1000 m 1869 supplying labours tools and tackles for testing of lead ci or upvc or hdpe or ac or di pressure pipe upto 60 m head of water all complete as per specification direction ei. dia mm 300 dia mm 350 dia mm 400 dia mm 450 dia mm 500 dia mm 600 dia mm 700 dia mm 750 dia mm 800 dia mm 900 dia mm 1000 m 1870 providing and supplying isi standard d.i. specials & fitting with sealing rubber gasket of s.b.r. complete with cast iron follower gland and m.s. nut & bolts coated or otherwise protected from rusting and suitable for d.i. pipes including cost of all labours and materials and transportation to stores /site,loading, unloading including all taxes,etc.complete as per i.s.9523@ 2% m 1871 providing double flanged sluice valve confirming for is 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete. sluice valve pn 1.6 dia mm 300 dia mm 350 dia mm 400 dia mm 450 dia mm 500 dia mm 600 dia mm 700 dia mm 750 dia mm 800 dia mm 900 dia mm 1000 m 1872 providing and supplying air valves as per is 10845 2000 and standard specifications of approved make and quality of following diameters including all taxes (central and local), railway freight,inspection charges,unloading from railway wagons,loading into truck, transportation up to departmental stores/site unloading and stacking etc. complete. 100 mm dia. 150 mm dia. 250 mm dia. 300 mm dia. m 1873 supplying labours ,tools,tackles lubricant etc for laying and jointing di/ c.i.s/s tyton pipes (class la) trenche supplying rubber gasket (rubber gaskets confirming to i.s.s. 5382 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident,all complete (pipe to be supplied departmentally free of cost) as per (i.s.s.3114 1985)as per design,specification and direction of e./i. dia mm 200 dia mm 250 dia mm 300 dia mm 350 dia mm 400 dia mm 450 dia mm 500 dia mm 600 dia mm 700 dia mm 750 dia mm 800 dia mm 900 dia mm 1000 m 1874 lowering,laying and fixing in proper alignment and position all types of c.i.air valves as directed by engineer –in–charge including cost of conveyance from store to site of work,cost of all material and giving satisfactory hydraulic testing etc.complete.(for all class of valves). 100 mm dia. 150 mm dia. 250 mm dia. 300 mm dia. m 1875 supplying labourand tools for fixing c.i.sluice valve in trenches with a pair of c.i.tail piece including making lead caulked joints and flanged joints as per i.s.s. specification, including supplying all jointing materials (pig lead confirming to i.s.s. 782 1978,yarn confirming to i.s.s. 6587–1972 and nuts and bolts confirming to i.s.s.1364 –1983) including drilling holes in flanges if required as per specification and direction of e/i. dia mm 200 dia mm 250 dia mm 300 dia mm 350 dia mm 400 dia mm 450 dia mm 500 dia mm 600 dia mm 700 dia mm 750 dia mm 800 dia mm 900 dia mm 1000 m 1876 supply all materials & construction of thrust block where required. hdpe pipe m 1877 providing and supplying high density polyethyene pipe (hdpe pipe) of 20 mm to 225 mm od and pressure 6.0 kg/cm2 and 10 kg/cm2 suitable ford water supply which is available in all standard, like isi 4984, iso 4427 din 8074 and various grades like pe 63, pe 80, pe 100 and newly invented pe 100+ materials rates are exfactory excluding transpotation, taxes and duties, contractor profit and overhead charges.(for hdpe pipe grade pe 100,pn 10.) 110 mm dia (hdpe) 125 mm dia (hdpe) 140 mm dia (hdpe) 160 mm dia (hdpe) 180 mm dia (hdpe) 200 mm dia (hdpe) 225 mm dia (hdpe) 250 mm dia (hdpe) 280 mm dia (hdpe) m 1878 supplying labours tools and tackles for testing of lead ci or upvc or hdpe or ac or di pressure pipe upto 60 m head of water all complete as per specification direction ei. 110 mm dia (hdpe) 125 mm dia (hdpe) 140 mm dia (hdpe) 160 mm dai (hdpe) 180 mm dia (hdpe) 200 mm dia (hdpe) 225 mm dia (hdpe) 280 mm dia (hdpe) 400 mm di k 7 m 1879 supplying labours , tools tackles ,lubricant etc for laying and jointing di/c.i.s /s tyton pipes (class la) trenches supplying rubbber gasket ( rubber gasket confirming to i.s.s 5382 1969 ) and making gasket joints including providing night guard , barrier and red light to safe guard against accident all complete laying of pipes is to be done as per ( i.s.s 3114 1985 ) as per design , specification and direction of e /i 110 mm dia (hdpe) 125 mm dia (hdpe) 140 mm dia (hdpe) 160 mm dai (hdpe) 180 mm dia (hdpe) 200 mm dia (hdpe) 225 mm dia (hdpe) 280 mm dia (hdpe) 400 mm di k 7 m 1880 labour charge for one cutting of cast iron/di pipe & specials including supplying ,necessary tools and plants ,chipping or filling the surface finish as per specification and direction of e/i. 110 mm dia (hdpe) 125 mm dia (hdpe) 140 mm dia (hdpe) 160 mm dai (hdpe) 180 mm dia (hdpe) 200 mm dia (hdpe) 225 mm dia (hdpe) 280 mm dia (hdpe) 400 mm di k 7 m 1881 providing double flanged sluice valve confirming for is 2906/14846 including worm gear arrangements as per test pressure satainless steel , spindle , caps including all transportation etc. complete.(pn 1 without byepass arrangement.) 110 mm dia (hdpe) 125 mm dia (hdpe) 140 mm dia (hdpe) 160 mm dai (hdpe) 180 mm dia (hdpe) 200 mm dia (hdpe) 225 mm dia (hdpe) 280 mm dia (hdpe) 400 mm di k 7 m 1882 supplying labour and tools for fixing ci sluice valve trenches with a pair of c.i tail pair including making ) flanged joints as per is specification confirming to i.s.s 782 1978 confirming to i.s.s 6557 1972 and nuts and bolts confirming to i.s.s 1364 1983 ). including drilling holes in flanged if required as per specification and direction of e/i . 110 mm dia (hdpe) 125 mm dia (hdpe) 140 mm dia (hdpe) 160 mm dai (hdpe) 180 mm dia (hdpe) 200 mm dia (hdpe) 225 mm dia (hdpe) 280 mm dia (hdpe) 400 mm di k 7 ...

Steel Authority Of India Limited - Jharkhand

32716044 auction sale of materials 1 10030871 pig casting mc pig iron mixed og note: load to be despatch through rail/rake, loaded by bsl. 2 10030898 pig casting mc pig iron mixed og note: load to be dispatch through rail/rake,loaded by bsl....

Drinking Water And Sanitation Department - Jharkhand

32534073 e quotation for rate of materials for schedule rate jharkhand under d w and s division, medininagar 2022 23.= 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( v ) 40 mm 120 ( vi ) 50 mm 121 ( vii ) 65 mm 122 ( viii ) 80 mm 123 ( ix ) 100 mm 124 ( x ) 125 mm 125 ( xi ) 150 mm 126 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 127 ( i ) 20 mm 128 ( ii ) 25 mm 129 ( iii ) 32 mm 130 ( iv ) 40 mm 131 ( v ) 50 mm 132 ( vi ) 65 mm 133 ( vii ) 80 mm 134 ( viii ) 100 mm 135 ( ix ) 125 mm 136 ( x ) 150 mm 137 [ g ] union socket of the following sizes 138 ( i ) 15 mm 139 ( ii ) 20 mm 140 ( iii ) 25 mm 141 ( iv ) 32 mm 142 ( v ) 40 mm 143 ( vi ) 50 mm 144 ( vii ) 65 mm 145 ( viii ) 80 mm 146 ( ix ) 100 mm 147 ( x ) 125 mm 148 ( xi ) 150 mm 149 [ h ] plugs of the following sizes 150 ( i ) 15 mm 151 ( ii ) 20 mm 152 ( iii ) 25 mm 153 ( iv ) 32 mm 154 ( v ) 40 mm 155 ( vi ) 50 mm 156 ( vii ) 65 mm 157 ( viii ) 80 mm 158 ( ix ) 100 mm 159 ( x ) 125 mm 160 ( xi ) 150 mm 161 [ i ] jam nuts of the following sizes 162 ( i ) 15 mm 163 ( ii ) 20 mm 164 ( iii ) 25 mm 165 ( iv ) 32 mm 166 ( v ) 40 mm 167 ( vi ) 50 mm 168 ( vii ) 65 mm 169 ( viii ) 80 mm 170 ( ix ) 100 mm 171 ( x ) 125 mm 172 ( xi ) 150 mm 173 [ j ] g.i. nipple of the following sizes 174 ( i ) 15 mm dia x 100 mm long 175 ( ii ) 20 mm dia x 100 mm long 176 ( iii ) 25 mm dia x 100 mm long 177 ( iv ) 32mm dia x 100 mm long 178 ( v ) 40 mm dia x 100 mm long 179 ( vi ) 50 mm dia x 100 mm long 180 ( vii ) 65 mm dia x 100 mm long 181 ( viii ) 80 mm dia x 100 mm long 182 ( ix ) 100 mm dia x 100 mm long 183 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 184 ( i ) 15 mm dia 185 ( ii ) 20 mm dia 186 ( iii ) 25 mm dia 187 ( iv ) 32 mm dia 188 ( v ) 40 mm dia 189 ( vii ) 65 mm dia 190 mirrors ( m931 ) 191 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 192 ( b ) do 450 mm x 300 mm do 193 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 194 ( b ) do 450 mm x 125 mm do 195 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 196 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 197 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 198 c.p. liquid soap solution holder ( m935 ) 199 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 200 ( a ) 580 mm long 201 ( b ) 510 mm long 202 ( c ) 450 mm long 203 ( d ) 510 mm long white glazed fiber i.w.c 204 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 205 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 206 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 207 ( b ) 10.0 liters capacity p.v.c. low design cistern 208 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 209 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 210 ( c ) black / white plastic seat for e.w.c do as above. 211 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 212 ( b ) do squatting small 450 mm x 350 mm 213 ( c ) do squatting large 600 mm x 350 mm 214 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 215 ( e ) partition plate for urinal 25 x 13 size 216 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 217 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 218 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 219 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 220 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 221 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 222 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 223 drain board. ( m944 ) 224 ( a ) 600 mm x 450 mm ( 24 x 18 ) 225 ( b ) 525 mm x 450 mm ( 21 x 18 ) 226 h.c.i. pipes ( m945 ) 227 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 228 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 229 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 230 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 231 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 232 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 233 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 234 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 235 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 236 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 237 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 238 ( l ) 150 mm dia single socket 3 0 with ear 239 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 240 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 241 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 242 ( p ) 150 mm dia single socket 2 0 with ear 243 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 244 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 245 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 246 ( t ) 150 mm dia single socket 247 h.c.i. fittings. ( m946 ) 248 ( i ) plain bend of following size 249 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 250 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 251 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 252 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 253 ( ii ) bend with door with following size 254 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 255 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 256 ( c ) 100 mm dia do 5.5 kg 257 ( d ) 150 mm dia do 258 ( iii ) single junction with door of followings sizes. 259 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 260 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 261 ( c ) 100 mm dia do 9.50 kg 262 ( d ) 150 mm dia do 263 ( iv ) double junction with door of following sizes. 264 ( a ) 50 mm dia do 4.5 kg 265 ( b ) 80 mm dia do 7.00 kg 266 ( c ) 100 mm dia do 13.00 kg 267 ( d ) 150 mm dia do 268 ( v ) heel rest bend of following sizes 269 ( a ) 50 mm dia 270 ( b ) 80 mm dia 271 ( c ) 100 mm dia 272 ( d ) 150 mm dia 273 ( vi ) cowel of following sizes 274 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 275 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 276 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 277 ( d ) 150 mm dia do 278 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 279 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 280 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 281 ( x ) pass over 50 mm x 150 mm for 50 mm projection 282 ( xi ) do 100 mm x 150 mm for 100 mm projection 283 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 284 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 285 ( xiv ) h.c.i. offset 80 mm projection of the following size 286 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 287 ( b ) 80 mm dia do 3.50 kg 288 ( c ) 100 mm dia do 5.00 kg 289 ( d ) 150 mm dia do 290 ( xv ) h.c.i. socket of following sizes 291 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 292 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 293 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 294 ( d ) 150 mm dia ( weight without ear ) do 295 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 296 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 297 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 298 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 299 c.i. bracket pair for w.h.b. ( m948 ) 300 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 301 ( b ) do for 12.5 liter cistern 302 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 303 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 304 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 305 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 306 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 307 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 308 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 309 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 310 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 311 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 312 pig lead ( m953 ) 313 yarn ( m954 ) 314 rubber gasket for c.i pipe of good quality ( m955 ) 315 ( a ) 80 mm 316 ( b ) 100 mm 317 ( c ) 125 mm 318 ( d ) 150 mm 319 ( e ) 200 mm 320 ( f ) 250 mm 321 ( g ) 300 mm 322 ( h ) 350 mm 323 ( i ) 400 mm 324 ( j ) 450 mm 325 ( k ) 500 mm 326 ( l ) 600 mm 327 ( m ) 700 mm 328 ( n ) 750 mm 329 ( o ) 800 mm 330 ( p ) 900 mm 331 ( q ) 1000 mm 332 ( r ) 1200 mm 333 cotton waste ( m956 ) 334 asbestos suta ( gland packing ) ( m957 ) 335 solvent cement ( m958 ) 336 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 337 cp & pvc fitting ( m960 ) 338 ( i ) 32 mm dia c.p. waste 339 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 340 ( iii ) 40 mm dia c.p. waste 341 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 342 ( v 100 mm dia steel jali 343 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 344 ( vii ) 50 mm dia pvc pipe with coupling 345 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 346 ( i ) pillar cock ( isi ) 347 ( ii ) pillar cock ( long neck ) 348 ( iii ) bib cock ( isi ) 349 ( iv ) bib cock ( long thread ) 350 ( v ) angular stop cock 351 ( vi ) angular stop cock ( long thread ) 352 ( vii ) concealed stop cock reduce ( isi ) 353 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 354 ( ix ) long body bib cock 355 ( x ) swan neck tap with left hand operating knob 356 ( xi ) central hole basin mixer ( best quality ) 357 ( xii ) wall mixer with telephonic shower arrangement 358 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 359 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 360 ( xv ) sink mixer with swinging casted spout 361 ( xvi ) sink cock with swinging casted spout 362 ( xvii ) 4 way diverter for concealed fittings 363 ( xviii ) pressure adjustable shower with revolving joint 364 ( xix ) telephone shower with flexible pipe 365 ( xx ) flush cock with wall flange ( 25 mm ) 366 ( xxi ) towel rail 24 367 ( xxii ) towel ring 368 ( xxiii ) soap dish 369 ( xxiv ) tumbler holder 370 ( xxv ) toilet paper holder 371 ( xxvi ) glass shelf 22 372 ( xxvii ) corner glass shelf with bracket 373 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 374 c.i special & pvc pipes ( m962 ) 375 1. c.i double shocketted fittings bend such as bend, tee, taper, 376 ( a ) 80 200 mm 377 ( b ) 250 700 mm 378 ( c ) 700 1000 mm 379 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 380 ( a ) 80 200 mm 381 ( b ) 250 700 mm 382 ( c ) 700 1000 mm 383 spare parts of hand pump 384 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 385 rcc esr ( m1030 ) 386 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 387 notes 388 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 389 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 390 for design having more than 6 columns, suitable bracing is obligatory. 391 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 392 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 393 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 394 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 395 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 396 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 397 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 398 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 399 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 400 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 401 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 402 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 403 12 to 16 m staging 2% per metre 404 16 to 20 m staging 3% per metre 405 20 m and above 4% per metre 406 for 17 m staging height, percentage calculation will be like below : 407 12 to 16 m 4 x 2 = 8% 408 16 & 17 m 1 x 3% = 3% total = 11% 409 for 21 m staging height, percentage calculation will be like below : 410 12 to 16 m 4 x 2 = 8% 411 16 to 20 m 4 x 3% = 12% 412 20& 21 m 1 x 4% = 4% total = 24% 413 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 414 notes 415 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 416 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 417 rates for rcc esrs 418 upto 25, 000 litres 419 cost of 25, 000 litres capacity 420 add for capacity above 25, 000 upto 50, 000 litres 421 cost of 50, 000 litres capacity 422 add for capacity above 50, 000 upto 75, 000 litres 423 cost of 75, 000 litres capacity 424 add for capacity above 75, 000 upto 1, 00, 000 litres 425 cost of 1, 00, 000 litres capacity 426 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 427 cost of 1, 50, 000 litres capacity 428 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 429 cost of 2, 00, 000 litres capacity 430 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 431 cost of 2, 50, 000 litres capacity 432 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 433 cost of 3, 00, 000 litres capacity 434 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 435 cost of 4, 00, 000 litres capacity 436 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 437 cost of 5, 00, 000 litres capacity 438 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 439 cost of 7, 50, 000 litres capacity 440 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 441 cost of 10, 00, 000 litres capacity 442 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 443 cost of 15, 00, 000 litres capacity 444 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 445 cost of 20, 00, 000 litres capacity 446 rcc gsr and sump ( m1031 ) 447 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 448 anti –termite treatment shall be given for under ground portion of the structure. 449 notes 450 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 451 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 452 entire structure shall be in m 300 only. 453 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 454 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 455 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 456 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 457 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 458 cost of pump house is not included in these rates. 459 above rates are applicable for seismic zones 2, 3 and 4. 460 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 461 10% shall be added for sump if over head pump house is proposed. 462 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 463 rates for rcc gsrs and sumps 464 upto 25, 000 litres 465 cost of 25, 000 litres capacity 466 add for capacity above 25, 000 upto 50, 000 litres 467 cost of 50, 000 litres capacity 468 add for capacity above 50, 000 upto 75, 000 litres 469 cost of 75, 000 litres capacity 470 add for capacity above 75, 000 upto 1, 00, 000 litres 471 cost of 1, 00, 000 litres capacity 472 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 473 cost of 1, 50, 000 litres capacity 474 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 475 cost of 2, 00, 000 litres capacity 476 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 477 cost of 3, 00, 000 litres capacity 478 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 479 cost of 5, 00, 000 litres capacity 480 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 481 cost of 10, 00, 000 litres capacity 482 addforcapacityabove10, 00, 000upto15, 00, 000 litres 483 cost of 15, 00, 000 litres capacity 484 add for capacity above 15, 00, 000 litres 485 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 486 unconventionalwater treatment plant ( m1032 ) 487 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 488 aeration fountain 489 inlet arrangements 490 mixing channel with ventury flume and flow measuring arrangement 491 inlet channel 492 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 493 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 494 rapid sand gravity filters all valve shall be glandless. 495 filter house 496 chemical house 497 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 498 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 499 tcl solution tank with mixing, carrying and dosing arrangement with piping. 500 bypass arrangement 501 external and internal electrification 502 laboratory equipments 503 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 504 wash water pumps with 100% standby 505 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 506 pure water sump of capacity equal to 1 hourpumping capacity. 507 pure water pump house over the sump / by the side of sump. 508 drainage arrangements 509 alum store 510 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 511 these rates are applicable for seismic zones 2, 3 and 4. 512 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 513 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 514 unconventional treatment plants less than 1 mld capacity shall not be constructed. 515 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 516 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 517 unconventional water treatment plant 518 fixed cost for 1 mld 519 add for capacity above 1 mld upto 2 mld 520 cost of 2 mld treatment plant 521 add for capacity above 2 mld upto 3 mld 522 cost of 3 mld treatment plant 523 conventionalwater treatment plant ( m1033 ) 524 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 525 aeration fountain plan are a not less than 0.625 square metre per mld 526 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 527 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 528 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 529 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 530 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 531 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 532 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 533 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 534 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 535 chemical house in two storeys 536 ground floor to accommodate 7 days alum requirement and sundry storage. 537 first floor to accommodate alum and lime tanks.etc. 538 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 539 pure water sump and sump house. 540 capacity of sump – one hour of designed flow. 541 pump house pump house of required size over the sump or by the side. 542 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 543 vacuum feed type chlorinators make tobe approved by mjp. 544 conforming to i.s. 10533 a part ii 1983 545 rate for withdrawal 546 temperature kg. of chlorine discharge degree c per day ( cylinders ) 547 45 67 tonnes 548 10 6.359.50 110 549 15 10.75 16.10130 550 20 14.50 21.24254 551 27&above18.70 28.12315 552 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 553 100% standby shall be provided. 554 by pass arrangements c.i. or m.s. pipes. 555 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 556 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 557 drainage arrangements – rcc pipes up to plot boundary. 558 electrical installation – both internal and external including entire plant area. 559 laboratory equipment –as per requirement ( to be specified during tendering ) . 560 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 561 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 562 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 563 all pipes condutes channels with20%overloading 564 these rates are applicable for seismic zones 2, 3 and 4. 565 all rcc structures shall be constructed in m 300. 566 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 567 conventional water treatment plant 568 above3 mld to upto 5 mld 569 cost of 5 mld treatment plant 570 add for capacity above 5mld upto 10 mld 571 cost of 10 mld treatment plant 572 add for capacity above 10 mld upto20 mld 573 cost of 20 mld treatment plant 574 add for capacity above 20 mld upto 50 mld 575 cost of 50 mld treatment plant 576 add for capacityabove 50 mld upto 100 mld 577 cost of 100 mld treatment plant 578 add for capacity above 100 mld 579 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 580 300 mm dia for gpt 581 400 mm dia for hygpt 582 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 583 from 0 50 meter 584 from 51 125 meter 585 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 586 drillig upto 30 mtr depth below g. l. in rural area 587 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 588 trenchless ( m1038 ) 589 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 590 from 900 mm to 1000 mm dia 591 in soft soil 592 in hard soil 593 in sandy soil 594 in stone soil 595 from 1000 mm to 1200 mm dia 596 in soft soil 597 in hard soil 598 in sandy soil 599 in stone soil 600 above 1200 mm to 1500 mm dia 601 in soft soil 602 in hard soil 603 in sandy soil 604 in stone soil 605 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 606 upto 300 mm dia 607 in soft soil 608 in hard soil 609 in sandy soil 610 in stone soil 611 above300 mm to 450 mm dia 612 in soft soil 613 in hard soil 614 in sandy soil 615 in stone soil 616 above 450 mm to 600 mm dia 617 in soft soil 618 in hard soil 619 in sandy soil 620 in stone soil 621 above 600 mm to 900 mm dia 622 in soft soil 623 in hard soil 624 in sandy soil 625 in stone soil 626 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 627 upto 300 mm dia 628 in soft soil 629 in hard soil 630 in sandy soil 631 in stone soil 632 above300 mm to 450 mm dia 633 in soft soil 634 in hard soil 635 in sandy soil 636 in stone soil 637 above 450 mm to 600 mm dia 638 in soft soil 639 in hard soil 640 in sandy soil 641 in stone soil 642 above 600 mm to 900 mm dia 643 in soft soil 644 in hard soil 645 in sandy soil 646 in stone soil 647 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 648 without byepass arrangement pn 1 649 50 mm 650 65 mm 651 80 mm 652 100 mm 653 125 mm 654 150 mm 655 200 mm 656 250 mm 657 300 mm 658 350 mm 659 400 mm 660 450 mm 661 500 mm 662 600 mm 663 700 mm 664 750 mm 665 800 mm 666 900 mm 667 1000 mm 668 1100 mm 669 1200 mm 670 with byepass arrangement pn 1 671 50 mm 672 65 mm 673 80 mm 674 100 mm 675 125 mm 676 150 mm 677 200 mm 678 250 mm 679 300 mm 680 350 mm 681 400 mm 682 450 mm 683 500 mm 684 600 mm 685 700 mm 686 750 mm 687 800 mm 688 900 mm 689 1000 mm 690 1100 mm 691 1200 mm 692 without byepass arrangement pn 1.6 693 50 mm 694 65 mm 695 80 mm 696 100 mm 697 125 mm 698 150 mm 699 200 mm 700 250 mm 701 300 mm 702 350 mm 703 400 mm 704 450 mm 705 500 mm 706 600 mm 707 with byepass arrangement pn 1.6 708 50 mm 709 65 mm 710 80 mm 711 100 mm 712 125 mm 713 150 mm 714 200 mm 715 250 mm 716 300 mm 717 350 mm 718 400 mm 719 450 mm 720 500 mm 721 600 mm 722 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 723 with byepass arrangement pn 1 724 50 mm 725 65 mm 726 80 mm 727 100 mm 728 125 mm 729 150 mm 730 200 mm 731 250 mm 732 300 mm 733 350 mm 734 400 mm 735 450 mm 736 500 mm 737 600 mm 738 700mm 739 750 mm 740 800 mm 741 900 mm 742 1000 mm 743 1100 mm 744 1200mm 745 without byepass arrangement pn 1 746 50 mm 747 65 mm 748 80 mm 749 100 mm 750 125 mm 751 150 mm 752 200 mm 753 250 mm 754 300 mm 755 350 mm 756 400 mm 757 450 mm 758 500 mm 759 600 mm 760 700mm 761 750 mm 762 800 mm 763 900 mm 764 1000 mm 765 1100 mm 766 1200mm 767 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 768 without byepass arrangement pn 1.6 769 50 mm 770 65 mm 771 80 mm 772 100 mm 773 125 mm 774 150 mm 775 200 mm 776 250 mm 777 300 mm 778 350 mm 779 400 mm 780 450 mm 781 500 mm 782 600 mm 783 700mm 784 750 mm 785 800 mm 786 900 mm 787 1000 mm 788 1100 mm 789 1200mm 790 with byepass arrangement pn 1.6 791 50 mm 792 65 mm 793 80 mm 794 100 mm 795 125 mm 796 150 mm 797 200 mm 798 250 mm 799 300 mm 800 350 mm 801 400 mm 802 450 mm 803 500 mm 804 600 mm 805 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) 806 dia 06 inch ( 150 mm ) 807 id 153 mm od 167 mm 808 screen thickness 07 mm 809 slot 1.00 mm 810 moc lowcarbon galvenised steel 811 length 5 mtr. 812 dia 08 inch ( 200 mm ) 813 id 205 mm od 221mm 814 screen thickness 08 mm 815 slot 1.00 mm 816 moc lowcarbon galvenised steel 817 length 5 mtr. 818 dia 10 inch ( 250 mm ) 819 id 256 mm od 276mm 820 screen thickness 10 mm 821 slot 1.00 mm 822 moc lowcarbon galvenised steel 823 length 5 mtr. 824 dia 12 inch ( 300 mm ) 825 id 306 mm od 326 mm 826 screen thickness 10 mm 827 slot 1.00 mm 828 moc lowcarbon galvenised steel 829 length 5 mtr. 830 dia 14 inch ( 350 mm ) 831 id 338 mm od 363 mm 832 screen thickness 12.5 mm 833 slot 1.00 mm 834 moc lowcarbon galvenised steel 835 length 5 mtr. 836 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 837 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 838 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 839 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 840 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 841 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 842 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 843 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 844 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 845 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 846 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 847 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 848 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 849 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 850 packaged lamella clarified type wtp with mgf capacity in mld. 851 0.2 852 0.3 853 0.4 854 0.5 855 0.6 856 pumps ( m1055 ) 857 supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 858 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 859 1 h.p. 860 1.5hp 861 2 hp 862 2.5 hp 863 3.0 hp 864 4.0 hp 865 5.0 hp 866 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 867 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 868 1.5 hp 869 2.0 hp 870 3.0 hp 871 4.0 hp 872 5.0 hp 873 6.0 hp 874 7.5 hp 875 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 876 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 877 8.0 hp 878 9.0 hp 879 10.0 hp 880 11.0 hp 881 12.5 hp 882 15.0 hp 883 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 884 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 885 17.5 hp 886 20.0 hp 887 25 hp 888 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 889 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 890 2 ) for 150 mm dia energy efficient pumps add as below 891 a. up to 8 stages : 3% on supply rate 892 b. up to 12 stages : 4% on supply rate 893 c. up to 15 stages : 5% on supply rate 894 pressure gauge ( m1056 ) 895 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 896 pressure gauge ( 100 mm dia ) 897 pressure gauge ( 150 mm dia ) 898 vacuum / combination gauge 899 supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 900 vacuum / combination gauge – 100 mm dia 901 vacuum / combination gauge – 150 mm dia 902 lifting equipment ( m1057 ) 903 chain pulley block 904 supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 905 1 tonne capacity 906 2 tonne capacity 907 3 tonne capacity 908 hand operated circular or rectangular travelling crane ( single girder ) 909 supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 910 3 tonne capacity 911 up to 5 m span 912 above 5 m up to 6 m span 913 above 6 m up to 8 m span 914 5 tonne capacity 915 up to 5 m span 916 above 5 m up to 6 m span 917 above 6 m up to 8 m span 918 above 8 m up to 10 m span 919 electric operated circular or rectangular travelling crane ( single girder ) 920 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 921 5 tonne capacity 922 above 6 m up to 8 m span 923 above 8 m up to 10 m span 924 7.5 tonne capacity 925 above 6 m upto 8 m span 926 above 8 m up to 10 m span 927 10 tonne capacity 928 above 6 m up to 8 m span 929 above 8 m up to 10 m span 930 square bar / rail 931 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 932 50 x 50 mm ( en 8 ) 933 40 x 40 mm ( en 8 ) 934 lightening arrester, ab switch, insulators ( m1058 ) 935 lightening arrestor 936 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 937 suitable for 11 kv supply, distribution class 938 suitable for 22 kv supply, distribution class 939 suitable for 33 kv supply, station class 940 disc insulator 941 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 942 suitable for 11kv line 943 suitable for 33kv line 944 pin insulator 945 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 946 suitable for 11kv line 947 suitable for 33kv line 948 air break switch without earth switch 949 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 950 suitable for 11kv line 951 rocking / tilting type 952 rotating type 953 suitable for 33kv line 954 rocking / tilting type 955 rotating type 956 air break switch with earth switch 957 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 958 suitable for 11kv line 959 rotating type 960 suitable for 33kv line 961 rotating type 962 drop out fuse ( channel mounted ) 963 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working currentup to 50 amp, capacity completeerected on provided cross arm, each set comprising 3 units 964 suitable for 11 kv line 965 suitable for 33 kv line 966 horn gap fuse ( channel mounted ) 967 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 968 suitable for 11 kv line 969 suitable for 33 kv line 970 transformer ( m1059 ) 971 power transformer ( with off load tap changer ) any isi mark 972 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 973 1. oil conservator with filling hole with cap and plain oil level gauge. 974 2. silica gel dehydrating breather charged with silica gel. 975 3. oil drain valve 976 4. oil filter valve 977 5. lifting eyes / hooks 978 6. two earthing terminals 979 7. diagram and rating plate 980 8. air vent 981 9. explosion vent 982 10. 100mm dia thermo meter with thermometer pocket 983 11. four bi directional plain roller. 984 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 985 63 kva ( no load loss 180w and load loss 1235w ) 986 100 kva ( no load loss 260w and load loss 1760w ) 987 160kva ( no load loss 260w and load loss 1760w ) 988 200kva ( no load loss 500w and load loss3000w ) 989 250kvaa ( no load loss 550w and load loss3600w ) 990 315kva ( no load loss 580w and load loss 4200w ) 991 400 kva ( no load loss 715w and load loss 5000w ) 992 500 kva ( no load loss 850w and load loss 5800w ) 993 630 kva ( no load loss 1000w and load loss 7000w ) 994 750 kva ( no load loss 1500w and load loss 8000w ) 995 power transformer ( with on load tap changer ) 996 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 997 1. oil conservator with filling hole with cap and plain oil level gauge. 998 2. silica gel dehydrating breather charged with silica gel. 999 3. oil drain valve 1000 4. oil filter valve 1001 5. lifting eyes / hooks 1002 6. two earthing terminals 1003 7. diagram and rating plate 1004 8. air vent 1005 9. explosion vent 1006 10. 100mm dia thermo meter with thermometer pocket 1007 11. four bi directional plain roller. 1008 12. buchholz relay 1009 13. resistance temp. detector 1010 14. marshalling box 1011 15. automatic voltage regulator ( avr ) 1012 16. remote tap changing controller ( rtcc ) 1013 transformer 11000 / 433 volts withon load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1014 750 kva 1015 1000 kva 1016 1250 kva 1017 1600 kva 1018 2000 kva 1019 motors ( m1060 ) 1020 foot mounted motors tefc 1500 rpm 1021 supplyingfoot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1022 15 kw ( 20 hp ) 1023 18.5 kw ( 25 hp ) 1024 22 kw ( 30 hp ) 1025 30 kw ( 40 hp ) 1026 37 kw ( 50 hp ) 1027 45 kw ( 60 hp ) 1028 55 kw ( 75 hp ) 1029 75 kw ( 100 hp ) 1030 90 kw ( 120 hp ) 1031 110 kw ( 150 hp ) 1032 132kw ( 180hp ) 1033 160kw ( 215 hp ) 1034 250kw ( 335 hp ) 1035 foot mounted motor tefc 1500 rpm 1036 0.75 kw ( 1hp ) 1037 1.1 kw ( 1.5 hp ) 1038 1.5 kw ( 2 hp ) 1039 2.2 kw ( 3 hp ) 1040 3.7 kw ( 5 hp ) 1041 5.5 kw ( 7.5 hp ) 1042 7.5 kw ( 10 hp ) 1043 9.3 kw ( 12.5 hp ) 1044 11 kw ( 15 hp ) 1045 aluminium cable ( m1061 ) 1046 cable 1047 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1048 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1049 3 core 2.5 sq mm 1050 3 core 4 sq mm 1051 3 core 6 sq mm 1052 3 core 10 sq mm 1053 3 core 16 sq mm 1054 3 core 25 sq mm 1055 3 core 35 sq mm 1056 3 core 50 sq mm 1057 3 core 70 sq mm 1058 3 core 95 sq mm 1059 3 core 120 sq mm 1060 3 core 150 sq mm 1061 3 core 185 sq mm 1062 3 core 240 sq mm 1063 3 core 300 sq mm 1064 3 core 400 sq mm 1065 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1066 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1067 3.5 core 25 sq mm 1068 3.5 core 35 sq mm 1069 3.5 core 50 sq mm 1070 3.5 core 70 sq mm 1071 3.5 core 95 sq mm 1072 3.5 core 120 sq mm 1073 3.5 core 150 sq mm 1074 3.5 core 185 sq mm 1075 3.5 core 240 sq mm 1076 3.5 core 300 sq mm 1077 3.5 core 400 sq mm 1078 ht aluminium three core 3.3 kve cable xlpe insulated 1079 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1080 3 core 35 sq mm 1081 3 core 50 sq mm 1082 3 core 70 sq mm 1083 3 core 95 sq mm 1084 3 core 120 sq mm 1085 3 core150sq mm 1086 3 core 185 sq mm 1087 3 core 240sq mm 1088 3 core 300 sq mm 1089 3 core 400 sq mm 1090 ht aluminium three core 6.6 kv ( ue ) / 11kv ecable xlpe insulated 1091 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1092 3 core 35 sq mm 1093 3 core 50 sq mm 1094 3 core 70 sq mm 1095 3 core 95 sq mm 1096 3 core 120 sq mm 1097 3 core150sq mm 1098 3 core 185 sq mm 1099 3 core 240sq mm 1100 3 core 300 sq mm 1101 3 core 400 sq mm 1102 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1103 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1104 3 core 35 sq mm 1105 3 core 50 sq mm 1106 3 core 70 sq mm 1107 3 core 95 sq mm 1108 3 core 120 sq mm 1109 3 core150sq mm 1110 3 core 185 sq mm 1111 3 core 240sq mm 1112 3 core 300 sq mm 1113 3 core 400 sq mm 1114 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1115 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1116 3 core 4 sq mm 1117 3 core 6 sq mm 1118 3 core 10 sq mm 1119 3 core 16 sq mm 1120 3 core 25 sq mm 1121 3 core 35 sq mm 1122 3 core 50 sq mm 1123 3 core 70 sq mm 1124 3 core 95 sq mm 1125 3 core 120 sq mm 1126 3 core 150 sq mm 1127 3 core 185 sq mm 1128 3 core 240 sq mm 1129 3 core 300 sq mm 1130 3 core 400 sq mm 1131 copper cable ( m1062 ) 1132 cable 1133 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1134 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1135 3 core 1.5 sq mm 1136 3 core 2.5 sq mm 1137 3 core 4 sq mm 1138 3 core 6 sq mm 1139 3 core 10 sq mm 1140 3 core 16 sq mm 1141 3 core 25 sq mm 1142 3 core 35 sq mm 1143 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1144 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1145 3 core 1.5 sq mm 1146 3 core 2.5 sq mm 1147 3 core 4 sq mm 1148 3 core 6 sq mm 1149 3 core 10 sq mm 1150 3 core 16 sq mm 1151 3 core 25 sq mm 1152 3 core 35 sq mm 1153 3 core 50 sq mm 1154 3 core 70 sq mm 1155 3 core 95 sq mm 1156 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1157 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1158 3.5 core 1.5 sq mm 1159 3.5 core 2.5 sq mm 1160 3.5 core 4 sq mm 1161 3.5 core 6 sq mm 1162 3.5 core 10 sq mm 1163 3.5 core 16 sq mm 1164 3.5 core 25 sq mm 1165 3.5 core 35 sq mm 1166 3.5 core 50 sq mm 1167 3 .5 core 70 sq mm 1168 3.5 core 95 sq mm 1169 3.5 core 120 sq mm 1170 3 .5 core150sq mm 1171 3.5 core 185 sq mm 1172 3.5 core 240sq mm 1173 3.5 core 300 sq mm 1174 3.5 core 400 sq mm 1175 copper conductor 3.5 core xlpe / pvcunarmoured 1176 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1177 3.5core 25 sq mm 1178 3.5core 35 sq mm 1179 3.5 core 50 sq mm 1180 3.5 core 70 sq mm 1181 3.5 core 95 sq mm 1182 3.5 core 120 sq mm 1183 3.5 core150sq mm 1184 3.5 core 185 sq mm 1185 3.5 core 240sq mm 1186 3.5 core 300 sq mm 1187 3.5 core 400 sq mm 1188 copper conductor three core, xlpe / pvc insulated & armoured cable . 1189 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1190 3 core 1.5 sq mm 1191 3 core 2.5 sq mm 1192 3 core 4 sq mm 1193 3 core 6 sq mm 1194 3 core 10 sq mm 1195 3 core 16 sq mm 1196 3 core 25 sq mm 1197 3 core 35 sq mm 1198 3 core 50 sq mm 1199 3 core 70 sq mm 1200 3 core 95 sq mm 1201 3 core 120 sq mm 1202 3 core 150sq mm 1203 3core 185 sq mm 1204 3 core 240 sq mm 1205 3 core 300 sq mm 1206 3 core 400 sq mm 1207 foot valve ( m1063 ) 1208 foot valve 1209 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1210 flanged type 1211 50 mm 1212 65 mm 1213 80 mm 1214 100 mm 1215 125 mm 1216 150 mm 1217 aircircuit breaker ( m1064 ) 1218 acbbreaking capacity 50ka thermal magnetic manual draw out type 3 pole 1219 630a 1220 800a 1221 1000a 1222 1250a 1223 1600a 1224 2000a 1225 starter ( m1065 ) 1226 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1227 7.5 h.p. 1228 10 h.p. 1229 supplyingfully automatic star delta starter to operate induction motor working on415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1230 f.a.s.d starter 1231 10.0 h.p. 1232 15 h.p. 1233 20 h.p. 1234 25 h.p. 1235 35 h.p. 1236 40 hp 1237 50 hp 1238 75 h.p. 1239 100 h.p. 1240 125 h.p. 1241 150 h.p. 1242 250 h.p. 1243 servo controlled automatic voltage stabilizer ( m1066 ) 1244 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1245 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1246 20 kva air cooled 1247 25 kva air cooled 1248 30 kva air cooled 1249 40 kva air cooled 1250 50 kva oil cooled 1251 60 kva oil cooled 1252 75 kva oil cooled 1253 100 kva oil cooled 1254 125 kva oil cooled 1255 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1256 15 kva air cooled 1257 20 kva air cooled 1258 25 kva air cooled 1259 30 kva air cooled 1260 40 kva air cooled 1261 50kva air cooled 1262 60 kva oil cooled 1263 75kva oil cooled 1264 100 kva oil cooled 1265 125 kva oil cooled 1266 150 kva oil cooled 1267 200kva oil cooled 1268 250kva oil cooled 1269 300 kva oil cooled 1270 400 kva oil cooled 1271 termination kit ( m1067 ) 1272 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1273 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1274 25 50 mm2 1275 70 120 mm2 1276 150 185 mm2 1277 240 400 mm2 1278 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1279 25 50 mm2 1280 70 120 mm2 1281 150 185 mm2 1282 240 400 mm2 1283 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1284 25 50 mm2 1285 70 120 mm2 1286 150 185 mm2 1287 240 300 mm2 1288 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1289 25 50 mm2 1290 70 120 mm2 1291 150 185 mm2 1292 240 400 mm2 1293 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1294 25 50 mm2 1295 70 120 mm2 1296 150 185 mm2 1297 240 400 mm2 1298 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1299 25 50 mm2 1300 70 120 mm2 1301 150 185 mm2 1302 240 300 mm2 1303 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1304 25 50 mm2 1305 70 120 mm2 1306 150 185 mm2 1307 240 400 mm2 1308 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1309 25 50 mm2 1310 70 120 mm2 1311 150 185 mm2 1312 240 400 mm2 1313 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1314 25 50 mm2 1315 70 95 mm2 1316 120 150 mm2 1317 185 240 mm2 1318 300 400 mm2 1319 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1320 25 50 mm2 1321 70 95 mm2 1322 120 185 mm2 1323 240 400 mm2 1324 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1325 25 50 mm2 1326 70 95 mm2 1327 120 185 mm2 1328 240 400 mm2 1329 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1330 35 70 mm2 1331 95 150 mm2 1332 185 300 mm2 1333 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

32333309 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor quotations through e tender are invited for hire charges of plant and machines annexed as annexure 1 1 polytene water storage tank of mark ( e.g. sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 hdpe pipe 75mm dia 3 hdpe pipe 90mm dia 4 gi pipe 50mm dia ( tata or equivalent make ) 5 jute 6 g.m. ferrules 7 ( i ) 8 mm dia wt. not less than 400 gms 8 ( ii ) 10 mm dia wt. not less than 400 gms 9 ( iii ) 15 mm dia wt. not less than 400 gms 10 ( iv ) 20 mm dia wt. not less than 600 gms 11 ( v ) 25 mm dia wt. not less than 900 gms 12 stop cocks 13 ( i ) 15 mm brass stop cock wt. not less than 300 gms 14 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 15 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 16 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 17 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 18 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 19 ( vii ) 15 mm dia c.i. body brass working part stop cock. 20 ( viii ) 20 mm dia c.i. body brass working part stop cock. 21 ( ix ) 25 mm dia c.i. body brass working part stop cock. 22 g.m. full way valve 23 ( i ) 15 mm dia wt. not less than 300 gms without wheel 24 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 25 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 26 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 27 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 28 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 29 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 30 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 31 g.m. non return valve verticle 32 ( i ) 15 mm dia wt. not less than 150 gms 33 ( ii ) 20 mm dia wt. not less than 250 gms 34 ( iii ) 25 mm dia wt. not less than 375 gms 35 ( iv ) 32 mm dia wt. not less than 600 gms 36 ( v ) 40 mm dia wt. not less than 700 gms 37 ( vi ) 50 mm dia wt. not less than 1.0 kg 38 ( vii ) 65 mm dia wt. not less than 1.20 kg 39 ( viii ) 80 mm dia wt. not less than 1.50 kg 40 ( ix ) 100 mm dia wt. not less than 1.80 kg 41 g.m. non return valve horizontal 42 ( i ) 15 mm dia wt. not less than 150 gms 43 ( ii ) 20 mm dia wt. not less than 250 gms 44 ( iii ) 25 mm dia wt. not less than 375 gms 45 ( iv ) 32 mm dia wt. not less than 600 gms 46 ( v ) 40 mm dia wt. not less than 700 gms 47 ( vi ) 50 mm dia wt. not less than 1.0 kg 48 ( vii ) 65 mm dia wt. not less than 1.20 kg 49 ( viii ) 80 mm dia wt. not less than 1.50 kg 50 ( ix ) 100 mm dia wt. not less than 1.80 kg 51 cocks 52 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 53 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 54 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 55 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 56 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 57 ( vi ) 15 mm c.i. plug cock ordinary 58 ( vii ) 15 mm c.i. push cock ordinary 59 chromium plated brass fittings 60 ( i ) c.p. shower rose 100 mm dia 61 ( ii ) c.p. shower rose 125 mm dia 62 ( iii ) p.v.c. shower rose 150 mm dia 63 ( iv ) p.v.c shower rose 125 mm dia 64 connection pipe 65 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 66 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 67 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 68 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 69 g.i. fittings ( conforming to i.s. 1879 ) isi marked 70 [ a ] g.i. bend 71 ( i ) 15 mm 72 ( ii ) 20 mm 73 ( iii ) 25 mm 74 ( iv ) 32 mm 75 ( v ) 40 mm 76 ( vi ) 50 mm 77 ( vii ) 65 mm 78 ( viii ) 80 mm 79 ( ix ) 100 mm 80 ( x ) 125 mm 81 ( xi ) 150 mm 82 [ b ] elbow of the following sizes 83 ( i ) 15 mm 84 ( ii ) 20 mm 85 ( iii ) 25 mm 86 ( iv ) 32 mm 87 ( v ) 40 mm 88 ( vi ) 50 mm 89 ( vii ) 65 mm 90 ( viii ) 80 mm 91 ( ix ) 100 mm 92 ( x ) 125 mm 93 ( xi ) 150 mm 94 [ c ] tee plain of the following sizes 95 ( i ) 15 mm 96 ( ii ) 20 mm 97 ( iii ) 25 mm 98 ( iv ) 32 mm 99 ( v ) 40 mm 100 ( vi ) 50 mm 101 ( vii ) 65 mm 102 ( viii ) 80 mm 103 ( ix ) 100 mm 104 ( x ) 125 mm 105 ( xi ) 150 mm 106 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 107 ( i ) 20 mm 108 ( ii ) 25 mm 109 ( iii ) 32 mm 110 ( iv ) 40 mm 111 ( v ) 50 mm 112 ( vi ) 65 mm 113 ( vii ) 80 mm 114 ( viii ) 100 mm 115 ( ix ) 125 mm 116 ( x ) 150 mm 117 [ e ] socket plain of the following size ( taking larger dimension ) 118 ( i ) 15 mm 119 ( ii ) 20 mm 120 ( iii ) 25 mm 121 ( iv ) 32 mm 122 ( v ) 40 mm 123 ( vi ) 50 mm 124 ( vii ) 65 mm 125 ( viii ) 80 mm 126 ( ix ) 100 mm 127 ( x ) 125 mm 128 ( xi ) 150 mm 129 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 130 ( i ) 20 mm 131 ( ii ) 25 mm 132 ( iii ) 32 mm 133 ( iv ) 40 mm 134 ( v ) 50 mm 135 ( vi ) 65 mm 136 ( vii ) 80 mm 137 ( viii ) 100 mm 138 ( ix ) 125 mm 139 ( x ) 150 mm 140 [ g ] union socket of the following sizes 141 ( i ) 15 mm 142 ( ii ) 20 mm 143 ( iii ) 25 mm 144 ( iv ) 32 mm 145 ( v ) 40 mm 146 ( vi ) 50 mm 147 ( vii ) 65 mm 148 ( viii ) 80 mm 149 ( ix ) 100 mm 150 ( x ) 125 mm 151 ( xi ) 150 mm 152 [ h ] plugs of the following sizes 153 ( i ) 15 mm 154 ( ii ) 20 mm 155 ( iii ) 25 mm 156 ( iv ) 32 mm 157 ( v ) 40 mm 158 ( vi ) 50 mm 159 ( vii ) 65 mm 160 ( viii ) 80 mm 161 ( ix ) 100 mm 162 ( x ) 125 mm 163 ( xi ) 150 mm 164 [ i ] jam nuts of the following sizes 165 ( i ) 15 mm 166 ( ii ) 20 mm 167 ( iii ) 25 mm 168 ( iv ) 32 mm 169 ( v ) 40 mm 170 ( vi ) 50 mm 171 ( vii ) 65 mm 172 ( viii ) 80 mm 173 ( ix ) 100 mm 174 ( x ) 125 mm 175 ( xi ) 150 mm 176 [ j ] g.i. nipple of the following sizes 177 ( i ) 15 mm dia x 100 mm long 178 ( ii ) 20 mm dia x 100 mm long 179 ( iii ) 25 mm dia x 100 mm long 180 ( iv ) 32mm dia x 100 mm long 181 ( v ) 40 mm dia x 100 mm long 182 ( vi ) 50 mm dia x 100 mm long 183 ( vii ) 65 mm dia x 100 mm long 184 ( viii ) 80 mm dia x 100 mm long 185 ( ix ) 100 mm dia x 100 mm long 186 [ k ] g.i. pipes midium ( tata mark ) or equivalent 187 ( i ) 15 mm dia 188 ( ii ) 20 mm dia 189 ( iii ) 25 mm dia 190 ( iv ) 32 mm dia 191 ( v ) 40 mm dia 192 ( vi ) 65 mm dia 193 mirrors 194 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 195 ( b ) do 450 mm x 300 mm do 196 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 197 ( b ) do 450 mm x 125 mm do 198 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 199 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 200 c.p. brass soap dish medium quality with screw andhinges etc. 201 c.p. liquid soap solution holder 202 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make 203 ( a ) 580 mm long 204 ( b ) 510 mm long 205 ( c ) 450 mm long 206 ( d ) 510 mm long white glazed fiber i.w.c 207 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 208 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 209 ( a ) 12.5 liters lowdown c.i. cistern 210 ( b ) 10.0 liters capacity p.v.c. low design cistern 211 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make 212 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 213 ( c ) black / white plastic seat for e.w.c do as above. 214 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 215 ( b ) do squatting small 450 mm x 350 mm 216 ( c ) do squatting large 600 mm x 350 mm 217 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 218 ( e ) partition plate for urinal 25 x 13 size 219 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 220 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make 221 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make 222 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 223 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 224 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 225 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 226 drain board 227 ( a ) 600 mm x 450 mm ( 24 x 18 ) 228 ( b ) 525 mm x 450 mm ( 21 x 18 ) 229 h.c.i. pipes 230 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 231 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 232 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 233 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 234 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 235 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 236 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 237 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 238 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 239 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 240 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 241 ( l ) 150 mm dia single socket 3 0 with ear 242 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 243 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 244 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 245 ( p ) 150 mm dia single socket 2 0 with ear 246 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 247 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 248 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 249 ( t ) 150 mm dia single socket 250 h.c.i. fittings. 251 ( i ) plain bend of following size 252 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 253 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 254 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 255 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 256 ( ii ) bend with door with following size 257 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 258 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 259 ( c ) 100 mm dia do 5.5 kg 260 ( d ) 150 mm dia do 261 ( iii ) single junction with door of followings sizes. 262 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 263 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 264 ( c ) 100 mm dia do 9.50 kg 265 ( d ) 150 mm dia do 266 ( iv ) double junction with door of following sizes. 267 ( a ) 50 mm dia do 4.5 kg 268 ( b ) 80 mm dia do 7.00 kg 269 ( c ) 100 mm dia do 13.00 kg 270 ( d ) 150 mm dia do 271 ( v ) heel rest bend of following sizes 272 ( a ) 50 mm dia 273 ( b ) 80 mm dia 274 ( c ) 100 mm dia 275 ( d ) 150 mm dia 276 ( vi ) cowel of following sizes 277 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 278 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 279 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 280 ( d ) 150 mm dia do 281 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 282 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 283 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 284 ( x ) pass over 50 mm x 150 mm for 50 mm projection 285 ( xi ) do 100 mm x 150 mm for 100 mm projection 286 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 287 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 288 ( xiv ) h.c.i. offset 80 mm projection of the following size 289 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 290 ( b ) 80 mm dia do 3.50 kg 291 ( c ) 100 mm dia do 5.00 kg 292 ( d ) 150 mm dia do 293 ( xv ) h.c.i. socket of following sizes 294 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 295 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 296 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 297 ( d ) 150 mm dia ( weight without ear ) do 298 c.i. cover with frame for manhole and inspection chamber 299 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 300 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 301 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 302 c.i. bracket pair for w.h.b 303 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 304 ( b ) do for 12.5 liter cistern 305 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 306 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 307 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 308 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 309 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 310 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 311 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b 312 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 313 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 314 rubber inserttion 3 mm ( 1 / 8 ) thick 315 pig lead 316 yarn 317 rubber gasket for c.i pipe of good quality 318 ( a ) 80 mm 319 ( b ) 100 mm 320 ( c ) 125 mm 321 ( d ) 150 mm 322 ( e ) 200 mm 323 ( f ) 250 mm 324 ( g ) 300 mm 325 ( h ) 350 mm 326 ( i ) 400 mm 327 ( j ) 450 mm 328 ( k ) 500 mm 329 ( l ) 600 mm 330 ( m ) 700 mm 331 ( n ) 750 mm 332 ( o ) 800 mm 333 ( p ) 900 mm 334 ( q ) 1000 mm 335 ( r ) 1200 mm 336 cotton waste 337 asbestos suta ( gland packing ) 338 solvent cement 339 hydrocloric acid ( sepecific gravity 1.20 ) 340 cp & pvc fitting 341 ( i ) 32 mm dia c.p. waste 342 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 343 ( iii ) 40 mm dia c.p. waste 344 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 345 ( v 100 mm dia steel jali 346 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 347 ( vii ) 50 mm dia pvc pipe with coupling 348 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) 349 ( i ) pillar cock ( isi ) 350 ( ii ) pillar cock ( long neck ) 351 ( iii ) bib cock ( isi ) 352 ( iv ) bib cock ( long thread ) 353 ( v ) angular stop cock 354 ( vi ) angular stop cock ( long thread ) 355 ( vii ) concealed stop cock reduce ( isi ) 356 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 357 ( ix ) long body bib cock 358 ( x ) swan neck tap with left hand operating knob 359 ( xi ) central hole basin mixer ( best quality ) 360 ( xii ) wall mixer with telephonic shower arrangement 361 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 362 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 363 ( xv ) sink mixer with swinging casted spout 364 ( xvi ) sink cock with swinging casted spout 365 ( xvii ) 4 way diverter for concealed fittings 366 ( xviii ) pressure adjustable shower with revolving joint 367 ( xix ) telephone shower with flexible pipe 368 ( xx ) flush cock with wall flange ( 25 mm ) 369 ( xxi ) towel rail 24 370 ( xxii ) towel ring 371 ( xxiii ) soap dish 372 ( xxiv ) tumbler holder 373 ( xxv ) toilet paper holder 374 ( xxvi ) glass shelf 22 375 ( xxvii ) corner glass shelf with bracket 376 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 377 c.i special & pvc pipes 378 1. c.i double shocketted fittings bend such as bend, tee, taper, 379 ( a ) 80 200 mm 380 ( b ) 250 700 mm 381 ( c ) 700 1000 mm 382 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 383 ( a ) 80 200 mm 384 ( b ) 250 700 mm 385 ( b ) 250 700 mm 386 providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. 387 ( i ) ms square tube 388 75mmx75mmx4.80mm thick for 389 vertical column ( wt.@9.66kg / m ) 390 4nosx4.5m=18.00mx9.66kgp / m =173.88kg 391 ( ii ) ms square tube 392 75mmx75mmx4.80mm thick 393 support for top ( wt.@9.66kg / m ) 394 12nosx2.00m=24.0mx9.66kgp / m =231.84kg 395 ( iii ) square tube for bracing 396 40mmx40mmx3.20mm thick. 397 ( wt.@3.49kg / m ) 398 ( a ) for horizontal support beam 399 8nosx1.85m=14.80mx3.49kgp / m =51.65kg 400 8nosx2.4m=19.20mx3.49kgp / m =67.01kg 401 ( b ) for triangular support tube. 402 8nosx0.50m=4.00mx3.49kgp / m =13.96kg 403 ( c ) square tube 404 25mmx25mmx3.20mm thick. 405 for triangular ( wt.@1.98kg / m ) 406 8nosx0.65m=5.20mx1.98kgp / m=10.30kg 407 ( iv ) for railing square tube 25mmx25mmx3.20mm thick. 408 ( wt.@1.98kg / m ) 409 ( a ) horizontal beam 410 4x2=8nosx2.10m=16.80mx1.98kg / m=33.26kg 411 ( b ) vertical beam 412 4x4=16nosx0.55m=8.8mx1.98kg / m =17.424kg 413 ( v ) for laddersquare tube 25mmx25mmx2.50mm thick. 414 ( wt.@1.74kg / m ) 415 ( a ) vertical column 416 2nosx7m=14.00mx1.74kg / m =24.36kg 417 ( c ) steps 418 squaretube25mmx25mmx3.20thick 419 ( wt.@1.98kg / m 420 22nosx0.45m=9.9mx1.98kg / m=19.60kg 421 ( vi ) m.s. plate 10mm thick 422 ( wt.@78.50kg / sqm ) 423 ( a ) base plate for column –4x1=4nos 424 top & bottom =8nos 425 total=12nos 426 12nosx0.250mx0.250 =0.75m2 427 0.75m2x78.50kg / m2=58.875kg 428 ( b ) stiffener plate at bottom column 429 support ( size 0.225x0.075 ) x10mm thick 430 1x4x4=16nosx0.225x0.075=0.27m2 431 =0.27m2x78.50kg / m2 =21.20kg 432 ( vii ) m.s. plate 6mm thick 433 ( wt.@47.10kg / sqm ) 434 ( a ) for horizontal & diagonal 435 beam connection–4x2=8nos 436 16x0.25x0.06x0.006x7850=11.30kg 437 8x0.15x0.04x0.006x7850=2.26kg 438 ( b ) stiffener plate for top angular 439 support 440 16nosx0.20x0.060x0.006x7850=9.04kg 441 8x0.15x0.06x0.006x7850=3.39kg 442 ( viii ) m.s. plate 3mm thick 443 ( wt.@15.70kg / sqm ) 444 2.1x2.1x0.003x7850 =103.86kg 445 ( ix ) nut bolt 16mm dia length 450mm ( wt.@1.112kg each ) 446 16nosx1.112kg=17.80kg 447 ( x ) nut bolts of various sizes for fixing 448 of structure ( lump sum ) =22.00kg 449 total=893.01kg 450 weight after galvanising @ 4% = 928.73kg 451 steel structure for solor panel 452 60mmx60mmx3.2mm size square tube 453 3.342mx2.00nosx5.62kg / m=37.56kg 454 2.50mx2.0mx 2.0nos x5.62 kg / m=28.10 kg 455 25 x25 x 3.20mm size square tube 456 2.019m x 8nos x 1.98 kg / m =31.98kg 457 0.50m x 20nos x 1.98kg / m = 19.80kg 458 75 x 75 x 4.8 mm size square tube 459 2.47 m x 4nos x 9.66kg / m = 95.44kg 460 75 x 40mm size is lc 461 3.05m x 2 x 2.61kg / m = 15.92kg 462 6mm thick ms plate 463 0.2m x 0.1m x 8nos x 47.10kg / m2 = 7.54kg 464 nut bolt 465 l.s.2kg 466 total: 238.34kg 467 weight after galvanising @ 4% = 247.87kg 468 grand total: 928.73 + 247.87= 1176.60kg 469 information board for iec 470 providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete ( mjp 2019 2020 sec f item 6 ) 471 ( i ) square tube 472 25mmx25mmx3.2mm thick 473 ( wt.@1.98kg / m ) 474 2nosx1.50m=3.00m=3.00mx1.98kg / m=5.94kg 475 ( ii ) square tube 476 25mmx25mmx3.2mm thick 477 ( wt.@1.98kg / m ) 478 3nosx1.20m=3.60m=3.60mx1.98kg / m=7.13kg 479 ( iii ) m.s. sheet 1mm thick. 480 ( wt.@7.85kg / m2 ) 481 1nosx1.50mx1.20m=1.80m2 482 =1.80m2x7.85kgp / m2=14.13kg 483 total=27.20kg 484 providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing , gusset plates etc as per detailed design and drawing or as directed by engineer in charge , including cutting fabricating , hoisting , erecting and fixing in position , making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & for structure ( plus ) providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns ( net wt. of components to be galv ) preferably tata structural section etc complete. 485 ( i ) leg pipe 91.5x91.5x4.8mm thick ( square pipe ) 486 4nos.x6mx13.7kg / m=328.80 kg 487 ( ii ) base plate 300mmx12mm thick ( plate ) 488 4nos.x0.3mx28.26kg / m=33.91kg 489 ( iii ) stiffener 100mmx10mm of thick ( flat ) 490 32nosx0.15m.x7.85kg / m=18.84 kg 491 ( iv ) top flange 300mmx10mm of thick ( plate ) 492 4nos.x0.3mx23.55kg / m=28.26 kg 493 ( v ) frame base plate 300mmx8mm of thick ( plate ) 494 4nosx0.3m.x18.84kg / m=22.61kg 495 ( vi ) upper stiffener 40mmx6mm of thick ( flat ) 496 16nos.x0.1mx1.9kg / m=3.04kg 497 ( vii ) a. gusset plate on main leg 184mmx6mm of thick ( plate ) 498 32nos.x0.225mx8.7kg / m=62.64kg 499 b. gusset plate on horizontal bracing 178mmx6mm of thick ( plate ) 500 16nos.x0.244mx8.4kg / m=32.79kg 501 ( viii ) horizontal bracing 65mmx65mmx6mm of thick ( angle ) 502 16nos.x1.324mx4.9kg / m=103.80kg 503 ( ix ) diagonal bracing 50mmx50mmx6mm of thick ( angle ) 504 32nos.x1.386mx3.8kg / m=168.54kg 505 ( x ) upper stiffner 100mmx10mm of thick ( flat ) 506 16nos.x0.15mx7.85kg / m=9.42kg 507 ( x ) a. base of tank 72mmx72mmx4.8mm of thick ( square pipe ) 508 2nos.x2.5mx9.66kg / m=48.30kg 509 b. base of tank 72mmx72mmx4.8mm of thick ( square pipe ) 510 4nos.x1.363mx9.66kg / m=52.67kg 511 c. base of tank 72mmx72mmx4.8mm of thick ( square pipe ) 512 4nos.x0.46mx9.66kg / m=17.77kg 513 d. base of tank 72mmx72mmx4.8mm of thick ( square pipe ) 514 2nos.x9.66kg / m=5.78kg 515 e. base of tank 72mmx72mmx4.8mm of thick ( square pipe ) 516 0.4965mx0.299mx16nos.x9.66kg / m=76.74kg 517 f. base of tank 72mmx72mmx4.8mm of thick ( square pipe ) 518 gusset plate 244x178x6mm thick 4 nos 519 4nos.x0.425mx9.66kg / m=16.42kg 520 ( xi ) a. ladder joint cliet 65mmx65mmx5mm of thick ( angle ) 521 2nos.x0.05mx4.9kg / m=0.49kg 522 b. ladder 35mmx35mmx5mm of thick ( angle ) 523 4nos.x3mx2.7kg / m=32.40kg 524 c. horizontal support angle 525 40x40x5mm thick 300mm long 20 nos 526 d. ladder 35mmx35mmx5mm of thick ( angle ) 527 2nos.x2.05mx2.7kg / m=11.07kg 528 e. horizontal support angle 529 40x40x5mm thick 300mm7 nos 530 horizontal support angle 531 f.ladder joint cliet 40mmx40mmx5mm of thick ( angle ) 532 2nos.x0.166mx3kg / m=1.00kg 533 ( xii ) a.frame railing pipe 25mmx25mmx2.8mm of thick ( square pipe ) 534 4nos.x2.05mx2.2kg / m=18.04kg 535 b.frame railing pipe 25mmx25mmx2.8mm of thick ( square pipe ) 536 12nos.x0.775mx2.2kg / m=20.46kg 537 ( xiii ) g.i. sheet 2500mmx1250mmx3mm of thick 538 2nos.x2.5mx29.5kg / m=147.50kg 539 ( xiv ) foundation bolt 20mm of thick ( m20 ) 540 16nos.x1.2mx2.47kg / m=47.42kg 541 total wegit 1414.78 kg 542 weight after galvanising @ 4% ( 1414.78 +30 = 1444.78kg ) 543 ( xv ) hardware ( l.s. ) 544 total 545 steel structure for solor panel 546 60mmx60mmx3.2mm size square tube 547 3.342mx2.00nosx5.62kg / m=37.56kg 548 2.50mx2.0mx 2.0nos x5.62 kg / m=28.10 kg 549 25 x25 x 3.20mm size square tube 550 2.019m x 8nos x 1.98 kg / m =31.98kg 551 0.50m x 20nos x 1.98kg / m = 19.80kg 552 75 x 75 x 4.8 mm size square tube 553 2.47 m x 4nos x 9.66kg / m = 95.44kg 554 75 x 40mm size is lc 555 3.05m x 2 x 2.61kg / m = 15.92kg 556 6mm thick ms plate 557 0.2m x 0.1m x 8nos x 47.10kg / m2 = 7.54kg 558 nut bolt 559 l.s.2kg 560 total: 238.34kg 561 weight after galvanising @ 4%=247.87kg 562 grand total: 1444.78 + 247.87= 1692.65kg 563 information board for iec 564 providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by engineer in charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete ( mjp 2019 2020 sec f item 6 ) 565 ( i ) square tube 566 25mmx25mmx3.2mm thick 567 ( wt.@1.98kg / m ) 568 2nosx1.50m=3.00m=3.00mx1.98kg / m=5.94kg 569 ( ii ) square tube 570 25mmx25mmx3.2mm thick 571 ( wt.@1.98kg / m ) 572 3nosx1.20m=3.60m=3.60mx1.98kg / m=7.13kg 573 ( iii ) m.s. sheet 1mm thick. 574 ( wt.@7.85kg / m2 ) 575 1nosx1.50mx1.20m=1.80m2 576 =1.80m2x7.85kgp / m2=14.13kg 577 total=27.20kg...

Drinking Water And Sanitation Department - Jharkhand

32226054 e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar , polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) , gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) , jute ( m337 ) , g.m. ferrules ( m922 ) , ( i ) 8 mm dia wt. not less than 400 gms , ( ii ) 10 mm dia wt. not less than 400 gms , ( iii ) 15 mm dia wt. not less than 400 gms , ( iv ) 20 mm dia wt. not less than 600 gms , ( v ) 25 mm dia wt. not less than 900 gms , stop cocks ( m923 ) , ( i ) 15 mm brass stop cock wt. not less than 300 gms , ( ii ) 20 mm brass stop cock wt. not less than 400 gms , ( iii ) 25 mm brass stop cock wt. not less than 575 gms , ( iv ) 32 mm brass stop cock wt. not less than 850 gms , ( v ) 40 mm brass stop cock wt. not less than 1.15 kg , ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg , ( vii ) 15 mm dia c.i. body brass working part stop cock. , ( viii ) 20 mm dia c.i. body brass working part stop cock. , ( ix ) 25 mm dia c.i. body brass working part stop cock. , g.m. full way valve ( m924 ) , ( i ) 15 mm dia wt. not less than 300 gms without wheel , ( ii ) 20 mm dia wt. not less than 400 gms without wheel , ( iii ) 25 mm dia wt. not less than 500 gms without wheel , ( iv ) 32 mm dia wt. not less than 700 gms without wheel , ( v ) 40 mm dia wt. not less than 1.0 kg without wheel , ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel , ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel , ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle ( m925 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal ( m926 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , cocks ( m927 ) , ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms , ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms , ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms , ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , ( vi ) 15 mm c.i. plug cock ordinary , ( vii ) 15 mm c.i. push cock ordinary , chromium plated brass fittings ( m928 ) , ( i ) c.p. shower rose 100 mm dia , ( ii ) c.p. shower rose 125 mm dia , ( iii ) p.v.c. shower rose 150 mm dia , ( iv ) p.v.c shower rose 125 mm dia , connection pipe ( m929 ) , ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) , [ a ] g.i. bend , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ b ] elbow of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ c ] tee plain of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ d ] reducing tee plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ e ] socket plain of the following size ( taking larger dimension ) , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ f ] reducing socket plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ g ] union socket of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ h ] plugs of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ i ] jam nuts of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ j ] g.i. nipple of the following sizes , ( i ) 15 mm dia x 100 mm long , ( ii ) 20 mm dia x 100 mm long , ( iii ) 25 mm dia x 100 mm long , ( iv ) 32mm dia x 100 mm long , ( v ) 40 mm dia x 100 mm long , ( vi ) 50 mm dia x 100 mm long , ( vii ) 65 mm dia x 100 mm long , ( viii ) 80 mm dia x 100 mm long , ( ix ) 100 mm dia x 100 mm long , [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality , ( i ) 15 mm dia , ( ii ) 20 mm dia , ( iii ) 25 mm dia , ( iv ) 32 mm dia , ( v ) 40 mm dia , ( vii ) 65 mm dia , mirrors ( m931 ) , ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , ( b ) do 450 mm x 300 mm do , ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) , ( b ) do 450 mm x 125 mm do , ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) , ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) , c.p. liquid soap solution holder ( m935 ) , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) , ( a ) 580 mm long , ( b ) 510 mm long , ( c ) 450 mm long , ( d ) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) , ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) , ( b ) 10.0 liters capacity p.v.c. low design cistern , ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) , ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , ( c ) black / white plastic seat for e.w.c do as above. , ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) , ( b ) do squatting small 450 mm x 350 mm , ( c ) do squatting large 600 mm x 350 mm , ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make , ( e ) partition plate for urinal 25 x 13 size , ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) , ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) , ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) , ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) , ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) , drain board. ( m944 ) , ( a ) 600 mm x 450 mm ( 24 x 18 ) , ( b ) 525 mm x 450 mm ( 21 x 18 ) , h.c.i. pipes ( m945 ) , ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) , ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) , ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) , ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) , ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) , ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) , ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) , ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) , ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) , ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) , ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) , ( l ) 150 mm dia single socket 3 0 with ear , ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) , ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) , ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) , ( p ) 150 mm dia single socket 2 0 with ear , ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) , ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) , ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) , ( t ) 150 mm dia single socket , h.c.i. fittings. ( m946 ) , ( i ) plain bend of following size , ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) , ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) , ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) , ( ii ) bend with door with following size , ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) , ( c ) 100 mm dia do 5.5 kg , ( d ) 150 mm dia do , ( iii ) single junction with door of followings sizes. , ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) , ( c ) 100 mm dia do 9.50 kg , ( d ) 150 mm dia do , ( iv ) double junction with door of following sizes. , ( a ) 50 mm dia do 4.5 kg , ( b ) 80 mm dia do 7.00 kg , ( c ) 100 mm dia do 13.00 kg , ( d ) 150 mm dia do , ( v ) heel rest bend of following sizes , ( a ) 50 mm dia , ( b ) 80 mm dia , ( c ) 100 mm dia , ( d ) 150 mm dia , ( vi ) cowel of following sizes , ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) , ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) , ( d ) 150 mm dia do , ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg , ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg , ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg , ( x ) pass over 50 mm x 150 mm for 50 mm projection , ( xi ) do 100 mm x 150 mm for 100 mm projection , ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg , ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg , ( xiv ) h.c.i. offset 80 mm projection of the following size , ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg , ( b ) 80 mm dia do 3.50 kg , ( c ) 100 mm dia do 5.00 kg , ( d ) 150 mm dia do , ( xv ) h.c.i. socket of following sizes , ( a ) 50 mm dia ( weight without ear ) 1.50 kg , ( b ) 80 mm dia ( weight without ear ) 3.00 kg , ( c ) 100 mm dia ( weight without ear ) 4.50 kg , ( d ) 150 mm dia ( weight without ear ) do , c.i. cover with frame for manhole and inspection chamber. ( m947 ) , ( a ) 600 mm x 450 mm size ( wt. 39 kg ) , ( b ) 600 mm x 450 mm size ( wt. 25 kg ) , ( c ) 500 mm x 450 mm size ( wt. 25 kg ) , c.i. bracket pair for w.h.b. ( m948 ) , ( a ) 550 mm x 400 mm size ( 22 x 16 ) , ( b ) do for 12.5 liter cistern , ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink , ( d ) 40 mm x 60 mm ms plate bracket for sink as above , ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) , ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink , ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal , ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal , ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) , ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b , 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) , rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) , pig lead ( m953 ) , yarn ( m954 ) , rubber gasket for c.i pipe of good quality ( m955 ) , ( a ) 80 mm , ( b ) 100 mm , ( c ) 125 mm , ( d ) 150 mm , ( e ) 200 mm , ( f ) 250 mm , ( g ) 300 mm , ( h ) 350 mm , ( i ) 400 mm , ( j ) 450 mm , ( k ) 500 mm , ( l ) 600 mm , ( m ) 700 mm , ( n ) 750 mm , ( o ) 800 mm , ( p ) 900 mm , ( q ) 1000 mm , ( r ) 1200 mm , cotton waste ( m956 ) , asbestos suta ( gland packing ) ( m957 ) , solvent cement ( m958 ) , hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) , cp & pvc fitting ( m960 ) , ( i ) 32 mm dia c.p. waste , ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling , ( iii ) 40 mm dia c.p. waste , ( iv 40 mm dia pvc waste pipe 750 mm long with coupling , ( v 100 mm dia steel jali , ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) , ( vii ) 50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) , ( i ) pillar cock ( isi ) , ( ii ) pillar cock ( long neck ) , ( iii ) bib cock ( isi ) , ( iv ) bib cock ( long thread ) , ( v ) angular stop cock , ( vi ) angular stop cock ( long thread ) , ( vii ) concealed stop cock reduce ( isi ) , ( viii ) concealed stop cock heavy duty extra adjustable wall flange , ( ix ) long body bib cock , ( x ) swan neck tap with left hand operating knob , ( xi ) central hole basin mixer ( best quality ) , ( xii ) wall mixer with telephonic shower arrangement , ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange , ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , ( xv ) sink mixer with swinging casted spout , ( xvi ) sink cock with swinging casted spout , ( xvii ) 4 way diverter for concealed fittings , ( xviii ) pressure adjustable shower with revolving joint , ( xix ) telephone shower with flexible pipe , ( xx ) flush cock with wall flange ( 25 mm ) , ( xxi ) towel rail 24 , ( xxii ) towel ring , ( xxiii ) soap dish , ( xxiv ) tumbler holder , ( xxv ) toilet paper holder , ( xxvi ) glass shelf 22 , ( xxvii ) corner glass shelf with bracket , ( xxviii ) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes ( m962 ) , 1. c.i double shocketted fittings bend such as bend, tee, taper, , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , spare parts of hand pump , basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) , providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) , socketed , 100 150 mm dia , 200 300mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , flanged , 100 150 mm dia , 200 300 mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , rcc esr ( m1030 ) , designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 2, 50, 000 litres , cost of 2, 50, 000 litres capacity , add for capacity above 2, 50, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 4, 00, 000 litres , cost of 4, 00, 000 litres capacity , add for capacity above 4, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 7, 50, 000 litres , cost of 7, 50, 000 litres capacity , add for capacity above 7, 50, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , add for capacity above 10, 00, 000 upto 15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 upto 20, 00, 000 litres , cost of 20, 00, 000 litres capacity , rcc gsr and sump ( m1031 ) , designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , addforcapacityabove10, 00, 000upto15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , unconventionalwater treatment plant ( m1032 ) , designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . , note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. , unconventional water treatment plant , fixed cost for 1 mld , add for capacity above 1 mld upto 2 mld , cost of 2 mld treatment plant , add for capacity above 2 mld upto 3 mld , cost of 3 mld treatment plant , conventionalwater treatment plant ( m1033 ) , designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . , aeration fountain plan are a not less than 0.625 square metre per mld , ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) , flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. , flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. , clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. , rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. , filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. , wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. , wash water pumps capacity to fill water tank in 1 hour with 100% standby. , air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . , chemical house in two storeys , ground floor to accommodate 7 days alum requirement and sundry storage. , first floor to accommodate alum and lime tanks.etc. , solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. , pure water sump and sump house. , capacity of sump – one hour of designed flow. , pump house pump house of required size over the sump or by the side. , store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. , vacuum feed type chlorinators make tobe approved by mjp. , conforming to i.s. 10533 a part ii 1983 , rate for withdrawal , temperature kg. of chlorine discharge degree c per day ( cylinders ) , 45 67 tonnes , 10 6.359.50 110 , 15 10.75 16.10130 , 20 14.50 21.24254 , 27&above18.70 28.12315 , chlorinator equipment and container room to conform to i.s. 10553 part i 1983. , 100% standby shall be provided. , by pass arrangements c.i. or m.s. pipes. , disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe , for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete , drainage arrangements – rcc pipes up to plot boundary. , electrical installation – both internal and external including entire plant area. , laboratory equipment –as per requirement ( to be specified during tendering ) . , sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. , administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. , rates given below are inclusive of up lift pressure if any and dewatering during entire work. , all pipes condutes channels with20%overloading , these rates are applicable for seismic zones 2, 3 and 4. , all rcc structures shall be constructed in m 300. , note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . , conventional water treatment plant , above3 mld to upto 5 mld , cost of 5 mld treatment plant , add for capacity above 5mld upto 10 mld , cost of 10 mld treatment plant , add for capacity above 10 mld upto20 mld , cost of 20 mld treatment plant , add for capacity above 20 mld upto 50 mld , cost of 50 mld treatment plant , add for capacityabove 50 mld upto 100 mld , cost of 100 mld treatment plant , add for capacity above 100 mld , gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) , 300 mm dia for gpt , 400 mm dia for hygpt , hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) , from 0 50 meter , from 51 125 meter , dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) , drillig upto 30 mtr depth below g. l. in rural area , drilling beyond 31 mtr upto 60 mtr below g. l. in rural area , trenchless ( m1038 ) , installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , from 900 mm to 1000 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , from 1000 mm to 1200 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 1200 mm to 1500 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) , dia 06 inch ( 150 mm ) , id 153 mm od 167 mm , screen thickness 07 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 08 inch ( 200 mm ) , id 205 mm od 221mm , screen thickness 08 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 10 inch ( 250 mm ) , id 256 mm od 276mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 12 inch ( 300 mm ) , id 306 mm od 326 mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 14 inch ( 350 mm ) , id 338 mm od 363 mm , screen thickness 12.5 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) , supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) , supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) , supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) , supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) , supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) , supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) , supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) , supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) , supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) , supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) , design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) , packaged lamella clarified type wtp with mgf capacity in mld. , ( i ) 0.2 , ( ii ) 0.3 , ( iii ) 0.4 , ( iv ) 0.5 , ( v ) 0.6 , pvc schedule 80 pipe 3.00m length , application : corrosion resistant pressure pipe, ips sizes 1 / 4 through 24, for use at temperatures up to and including 140°f. pressure rating ( 120 psi to 1230 psi ) varies with schedule, pipe size, and temperature. generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. chemical resistance data is available and should be referenced for proper material selection. pipe exhibits excellent physical properties and flammability characteristics. typical allications include: chemical processing, plating, high purity applications, potable water systems, water and wastewater treatment, drainage, irrigation, agricultural, and other applications involving corrosive fluid transfer. , scope : this specification outlines minimum manufacturing requirements for polyviny chloride ( pvc ) schedule 80 iron pipe size ( ips ) pressure pipe. this pipe is intended for use in applications where the fluid conveyed does not exceed 140°f. this pipe meets and or exceeds the industry standards and requirements as set forth by the american society for testing and materials ( astm ) and the national sanitation foundation ( nsf international ) . , pvc materials : the material used in the manufacture of the pipe shall be rigid polyvinyl chloride ( pvc ) compound, type 1 grade 1, with a cell classification of 12454 as defined in astm d1784, trade name designation h707 pvc. this compound shall be white or gray in color as specified, and shall be approved by nsf international for use with potable water ( nsf std 61 ) . , dimensions : all sizes of pvc schedule 80 pipe shall be manufactured in strict accordance to the requirements of astm d1785 for physical dimensions and tolerances. each prodution run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in astm d1785. all belled end pipe shall have tapered sockets to create an interferenceptype fit, which meet or exceed the dimensional requirements and the minimum socket length for pressure type sockets as defined in astm d2672. all pvc schedule 80 pipe must also meet the requirements of nsf standard 14 and csa standard b137.3 rigid pvc pipe for pressure applications, and shall bear the mark of these listing agencies. this pipe shall have a flame spread rating of 0 25 when tested for surface burning characteristics in accordance with can / ulc s102 2 m88 or equivalent. , pvc schedule 80 pipe 3.00m length , ( i ) 15mm dia outside iameter 21.336mm, wall thickness 3.734mm, approx inside diameter 13.462mm, max. operating pressure 850 psi , ( ii ) 20mm dia outside iameter 26.670 mm, wall thickness 3.912mm, approx inside diameter 18.288mm, max. operating pressure 690 psi , ( iii ) 25mm dia outside iameter 33.401mm, wall thickness 4.547 mm, approx inside diameter 23.876mm, max. operating pressure 630 psi , ( iv ) 32mm dia outside iameter 42.164 mm, wall thickness 4.851mm, approx inside diameter 32.004mm, max. operating pressure 520 psi , ( iv ) 40mm dia outside iameter 48.260 mm, wall thickness 5.080mm, approx inside diameter 37.592mm, max. operating pressure 470 psi , ( v ) 50mm dia outside iameter 60.325 mm, wall thickness 5.537mm, approx inside diameter 48.514mm, max. operating pressure 400 psi , pvc fittings schedule 80 , application : corrosion resistant pressure pipe, ips sizes 1 / 4 through 24, for use at temperatures up to and including 140°f. pressure rating ( 120 psi to 1230 psi ) varies with schedule, pipe size, and temperature. generally resistant to most acids, bases, salts, aliphatic solutions, oxidants, and halogens. chemical resistance data is available and should be referenced for proper material selection. pipe exhibits excellent physical properties and flammability characteristics. typical allications include: chemical processing, plating, high purity applications, potable water systems, water and wastewater treatment, drainage, irrigation, agricultural, and other applications involving corrosive fluid transfer. , scope : this specification outlines minimum manufacturing requirements for polyviny chloride ( pvc ) schedule 80 iron pipe size ( ips ) pressure pipe. this pipe is intended for use in applications where the fluid conveyed does not exceed 140°f. this pipe meets and or exceeds the industry standards and requirements as set forth by the american society for testing and materials ( astm ) and the national sanitation foundation ( nsf international ) . , pvc materials : the material used in the manufacture of the pipe shall be rigid polyvinyl chloride ( pvc ) compound, type 1 grade 1, with a cell classification of 12454 as defined in astm d1784, trade name designation h707 pvc. this compound shall be white or gray in color as specified, and shall be approved by nsf international for use with potable water ( nsf std 61 ) . , dimensions : all sizes of pvc schedule 80 pipe shall be manufactured in strict accordance to the requirements of astm d1785 for physical dimensions and tolerances. each prodution run of pipe manufactured in compliance to this standard, shall also meet or exceed the test requirements for materials, workmanship, burst pressure, flattening, and extrusion quality defined in astm d1785. all belled end pipe shall have tapered sockets to create an interferenceptype fit, which meet or exceed the dimensional requirements and the minimum socket length for pressure type sockets as defined in astm d2672. all pvc schedule 80 pipe must also meet the requirements of nsf standard 14 and csa standard b137.3 rigid pvc pipe for pressure applications, and shall bear the mark of these listing agencies. this pipe shall have a flame spread rating of 0 25 when tested for surface burning characteristics in accordance with can / ulc s102 2 m88 or equivalent. , elbow 90 dgree of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , reducer socket of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x25 mm , ( v ) 40x25 mm , ( vi ) 40x32 mm , ( vii ) 50x25 mm , ( viii ) 50x32 mm , ( ix ) 50x40 mm , reducer elbow of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x25 mm , ( v ) 40x25 mm , ( vi ) 40x32 mm , ( vii ) 50x25 mm , ( viii ) 50x32 mm , ( ix ) 50x40 mm , tee of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , coupler of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , reducer tee of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x15 mm , ( v ) 32x20 mm , ( vi ) 32x25mm , ( vii ) 40x25 mm , ( viii ) 40x32 mm , ( ix ) 50x25 mm , ( x ) 50x32 mm , ( xi ) 50x40 mm , reducer bush of following size , ( i ) 20x15 mm , ( ii ) 25x15 mm , ( iii ) 25x20 mm , ( iv ) 32x15 mm , ( v ) 32x20 mm , ( vi ) 32x25mm , ( vii ) 40x25 mm , ( viii ) 40x32 mm , ( ix ) 50x25 mm , ( x ) 50x32 mm , ( xi ) 50x40 mm , fta of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , end cap of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , mta of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , tank nipple of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , union socket of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , threaded elbow of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ball valve of following size , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , solar submersible motor pump1hp ( 900 wp ) , designing, supplying, installation, testing & commissioning with all tools & parts of following solar photovoltaic ( spv ) solar submersible d.c. water motor pump suitable for minimum 125mm x 115mm bore well as per mnre guideline with following specifications & accessories. , spv arrays contains specified no of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual pvmodules should be minimum 300 watt peak. , i ) the spv modules should be as per iec 61215 and itc 61730 part i & ii , ii ) the efficiency of the pv modules should be minimum 13% and fill factor should be more than 70%. , iii ) all external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. , iv ) the pv modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & high wind pressure up to 200km / h. , v ) the module mounting structure should be hot dip galvanized according to is 4759. , vi ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vii ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , viii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , ix ) the suction / delivery pipe shall be upvc / h.d.p.e. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg / sq cm pe 100 grade for pump up to 3hp & 10 kg / sq cm pe 100 grade for 5 hp. , x ) all cable used shall be as per is 694. suitable size of cable shall be used in sufficient length for inter connection between the spv array to spv controller and spv controller to solar power pump. provision of cable shall be as per is 14536. , x ) the motor pump set should have a 5 years warranty. , xi ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , xi ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiii ) with third party inspection before dispatch. , xiv ) fitting, fixing & mounting on water tank steel structure. , xvi ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , the following details should be marked indelibly on the motor pump set , a ) name of the manufacturer or distinctive logo. , b ) model number. , c ) serial number. , solar submersible motor pump ( spv dc type ) , i ) 1 hp ( dc pump ) with 900 wp minimum watt p.v. panel as mnre pump head max shut off head up to 120 mtrs. for higher or lower head or in between various modules output could be decided on prorates basis. ( as per latest guide line of mnre ) , solar submersible motor pump2hp ( 1800 wp ) , designing, supplying, installation, testing & commissioning with all tools & parts of following solar photovoltaic ( spv ) solar submersible d.c. water motor pump suitable for minimum 125mm x 115mm bore well as per mnre guideline with following specifications & accessories. , spv arrays contains specified no of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual pvmodules should be minimum 200 watt peak. , i ) the spv modules should be as per iec 61215 and itc 61730 part i & ii , ii ) the efficiency of the pv modules should be minimum 13% and fill factor should be more than 70%. , iii ) all external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required. , iv ) the pv modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & high wind pressure up to 200km / h. , v ) the module mounting structure should be hot dip galvanized according to is 4759. , vi ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vii ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , viii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , ix ) the suction / delivery pipe shall be upvc / h.d.p.e. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg / sq cm pe 100 grade for pump up to 3hp & 10 kg / sq cm pe 100 grade for 5 hp. , x ) all cable used shall be as per is 694. suitable size of cable shall be used in sufficient length for inter connection between the spv array to spv controller and spv controller to solar power pump. provision of cable shall be as per is 14536. , xi ) the motor pump set should have a 5 years warranty. , xii ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , xiii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiv ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xv ) with third party inspection before dispatch. , xvi ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , the following details should be marked indelibly on the motor pump set , a ) name of the manufacturer or distinctive logo. , b ) model number. , c ) serial number. , solar submersible motor pump ( spv dc type ) , i ) 2 hp ( dc pump ) with 1800 wp minimum watt p.v. panel as mnre pump head max shut off head up to 100 mtrs. for higher or lower head or in between various modules output could be decided on prorates basis. , item wise cost of componentsfor 1.0 h.p. solar submersible pump 90meter head , 1.0 h.p. solar submersible pump motor , submersible dc motor pump set , the “motor pump set” should have the following features : , i ) the mono block dc motor pump set has its driving unit and impeller mounted on a common shaft, thereby , ii ) giving it a perfect alignment. the pump should be provided with specially developed mechanical seals which ensure , iii ) zero leakage , iv ) the motor should be d.c. motor. the suction and delivery head will depend on the site specific condition of the field. , v ) submersible pumps shall be used according to the technical need of the particular case , vi ) the suction / delivery pipe ( gi / hdpe ) , electric cables, floating assembly, civil work and other fittings required to , vii ) install the system , viii ) the following details should be marked indelibly on the motor pump set. , a ) name of the manufacturer or distinctive logo , b ) model number , c ) serial number , ix ) the motor pump set should have a 5 years warranty , x ) solar submersible motor pump ( spv dc type ) 1 hp ( dc pump ) with 900 wp ( minimum ) as per mnre.head max shut off head 100 mtrs , controller for 1.0 h.p. solar submersible pump , controller for 1.0 h.p. solar submersible pump with max. power point tracking system, with dry run protection & with over flow protection & with source low protection including the cost of installation & fixing in the pump room, including with cost of m.s. channel, nut, bolt, screws etc. as per mnre guideline with following specifications & accessories. , i ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , ii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , iii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , iv ) with third party inspection before dispatch. , v ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , photo voltaic modules panel , mounting structures and tracking system , the “mounting structure” should have following features: , i ) the modules support structure shall be mild steel, hot dipped galvanized ( 120 micron ) iron for holding the pv modules. the size of angle iron should not be less than 50x50x5 mm. each panel frame structure shall be so fabricated as to be grouted on ground or roof on its legs. it will withstand server cyclone / storm with the speed of 200 km / hr. , ii ) each panel frame shall be complete with a weatherproof junction box as per the relevant. , iii ) bis specifications, where the module terminals shall be interconnected and output taken. , iv ) all nuts & bolts should be made of very good quality and should be corrosion resistant , v ) the structures should be designed to allow easy replacement of any module. , vi ) the array structure shall be so designed that it will occupy minimum space without scarify the out put from the spv panels. , vii ) pv array is fixed at an angle of 23.50 for optimum use of solar energy. , viii ) the motor pump set should have a 25 years warranty , column pipe , cost ofheavy duty jointless , leak proof h.d.p.e columnpipe 32 mm dia. x 6kg / cm2holding the pump in borewell ( having the capacity of bearing load of up to 3000 kg ) with s.s. nipple screwed end fix with clamps & nut bolts, including cost of lowering in the bore well complete. , copper flexible power cable , cost of copper flexible power cable 4mm2 x 4core of approved quality and specially recommended for three phase solar pumps including the cost of jointing with lead of motor with cable tie & steel grip tape etc. including the cost of lowering in the bore well complete , safety rope , cost of g.i safety rope of required size for the safety of pump including the cost of lowering in the bore well complete. , item wise cost of componentsfor 2.0 h.p. solar submersible pump 90meter head , 2.0 h.p. solar submersible pump motor , submersible dc motor pump set , the “motor pump set” should have the following features : , i ) the mono block dc motor pump set has its driving unit and impeller mounted on a common shaft, thereby , ii ) giving it a perfect alignment. the pump should be provided with specially developed mechanical seals which ensure , iii ) zero leakage , iv ) the motor should be d.c. motor. the suction and delivery head will depend on the site specific condition of the field. , v ) submersible pumps shall be used according to the technical need of the particular case , vi ) the suction / delivery pipe ( gi / hdpe ) , electric cables, floating assembly, civil work and other fittings required to , vii ) install the system , viii ) the following details should be marked indelibly on the motor pump set. , a ) name of the manufacturer or distinctive logo , b ) model number , c ) serial number , ix ) the motor pump set should have a 5 years warranty , x ) solar submersible motor pump ( spv dc type ) 2 hp ( dc pump ) with 1800 wp ( minimum ) as per mnre.head max shut off head 100 mtrs , controller for 2.0 h.p. solar submersible pump , controller for 2.0 h.p. solar submersible pump with max. power point tracking system, with dry run protection & with over flow protection & with source low protection including the cost of installation & fixing in the pump room, including with cost of m.s. channel, nut, bolt, screws etc. as per mnre guideline with following specifications & accessories. , i ) control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. ( as per mnre specification ) , ii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , iii ) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , iv ) with third party inspection before dispatch. , v ) provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . it should be possible to ascertain the daily water output, the power generated by pv array , the up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs. , photo voltaic modules panel , mounting structures and tracking system , the “mounting structure” should have following features: , i ) the modules support structure shall be mild steel, hot dipped galvanized ( 120 micron ) iron for holding the pv modules. the size of angle iron should not be less than 50x50x5 mm. each panel frame structure shall be so fabricated as to be grouted on ground or roof on its legs. it will withstand server cyclone / storm with the speed of 200 km / hr. , ii ) each panel frame shall be complete with a weatherproof junction box as per the relevant. , iii ) bis specifications, where the module terminals shall be interconnected and output taken. , iv ) all nuts & bolts should be made of very good quality and should be corrosion resistant , v ) the structures should be designed to allow easy replacement of any module. , vi ) the array structure shall be so designed that it will occupy minimum space without scarify the out put from the spv panels. , vii ) pv array is fixed at an angle of 23.50 for optimum use of solar energy. , viii ) the motor pump set should have a 25 years warranty , column pipe , cost ofheavy duty jointless , leak proof h.d.p.e columnpipe 32 mm dia. x 6kg / cm2holding the pump in borewell ( having the capacity of bearing load of up to 3000 kg ) with s.s. nipple screwed end fix with clamps & nut bolts, including cost of lowering in the bore well complete. , copper flexible power cable , cost of copper flexible power cable 4mm2 x 4core of approved quality and specially recommended for three phase solar pumps including the cost of jointing with lead of motor with cable tie & steel grip tape etc. including the cost of lowering in the bore well complete , safety rope , cost of g.i safety rope of required size for the safety of pump including the cost of lowering in the bore well complete. , basic rate of 65.3 mm outer dia 6.1a brass liner, 0.9 mm thick short ( for sdwp ) in 310mm length as per relevant is 15500 ( part 6 ) :2004. this part specifies the requirement of brass components used in the asembly of im ii each type of hand pump ( sdwp ) covered in this standard....

Drinking Water And Sanitation Department - Jharkhand

32223704 the quotation is invited to ascertain and assess the rate of materials at par with lowest market rate for framing of schedule of rate under d. w and s division hazaribag 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( iv ) 32 mm 120 ( v ) 40 mm 121 ( vi ) 50 mm 122 ( vii ) 65 mm 123 ( viii ) 80 mm 124 ( ix ) 100 mm 125 ( x ) 125 mm 126 ( xi ) 150 mm 127 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 128 ( i ) 20 mm 129 ( ii ) 25 mm 130 ( iii ) 32 mm 131 ( iv ) 40 mm 132 ( v ) 50 mm 133 ( vi ) 65 mm 134 ( vii ) 80 mm 135 ( viii ) 100 mm 136 ( ix ) 125 mm 137 ( x ) 150 mm 138 [ g ] union socket of the following sizes 139 ( i ) 15 mm 140 ( ii ) 20 mm 141 ( iii ) 25 mm 142 ( iv ) 32 mm 143 ( v ) 40 mm 144 ( vi ) 50 mm 145 ( vii ) 65 mm 146 ( viii ) 80 mm 147 ( ix ) 100 mm 148 ( x ) 125 mm 149 ( xi ) 150 mm 150 [ h ] plugs of the following sizes 151 ( i ) 15 mm 152 ( ii ) 20 mm 153 ( iii ) 25 mm 154 ( iv ) 32 mm 155 ( v ) 40 mm 156 ( vi ) 50 mm 157 ( vii ) 65 mm 158 ( viii ) 80 mm 159 ( ix ) 100 mm 160 ( x ) 125 mm 161 ( xi ) 150 mm 162 [ i ] jam nuts of the following sizes 163 ( i ) 15 mm 164 ( ii ) 20 mm 165 ( iii ) 25 mm 166 ( iv ) 32 mm 167 ( v ) 40 mm 168 ( vi ) 50 mm 169 ( vii ) 65 mm 170 ( viii ) 80 mm 171 ( ix ) 100 mm 172 ( x ) 125 mm 173 ( xi ) 150 mm 174 [ j ] g.i. nipple of the following sizes 175 ( i ) 15 mm dia x 100 mm long 176 ( ii ) 20 mm dia x 100 mm long 177 ( iii ) 25 mm dia x 100 mm long 178 ( iv ) 32mm dia x 100 mm long 179 ( v ) 40 mm dia x 100 mm long 180 ( vi ) 50 mm dia x 100 mm long 181 ( vii ) 65 mm dia x 100 mm long 182 ( viii ) 80 mm dia x 100 mm long 183 ( ix ) 100 mm dia x 100 mm long 184 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 185 ( i ) 15 mm dia 186 ( ii ) 20 mm dia 187 ( iii ) 25 mm dia 188 ( iv ) 32 mm dia 189 ( v ) 40 mm dia 190 ( vii ) 65 mm dia 191 mirrors ( m931 ) 192 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 193 ( b ) do 450 mm x 300 mm do 194 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 195 ( b ) do 450 mm x 125 mm do 196 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 197 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 198 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 199 c.p. liquid soap solution holder ( m935 ) 200 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 201 ( a ) 580 mm long 202 ( b ) 510 mm long 203 ( c ) 450 mm long 204 ( d ) 510 mm long white glazed fiber i.w.c 205 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 206 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 207 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 208 ( b ) 10.0 liters capacity p.v.c. low design cistern 209 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 210 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 211 ( c ) black / white plastic seat for e.w.c do as above. 212 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 213 ( b ) do squatting small 450 mm x 350 mm 214 ( c ) do squatting large 600 mm x 350 mm 215 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 216 ( e ) partition plate for urinal 25 x 13 size 217 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 218 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 219 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 220 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 221 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 222 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 223 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 224 drain board. ( m944 ) 225 ( a ) 600 mm x 450 mm ( 24 x 18 ) 226 ( b ) 525 mm x 450 mm ( 21 x 18 ) 227 h.c.i. pipes ( m945 ) 228 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 229 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 230 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 231 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 232 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 233 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 234 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 235 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 236 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 237 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 238 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 239 ( l ) 150 mm dia single socket 3 0 with ear 240 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 241 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 242 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 243 ( p ) 150 mm dia single socket 2 0 with ear 244 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 245 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 246 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 247 ( t ) 150 mm dia single socket 248 h.c.i. fittings. ( m946 ) 249 ( i ) plain bend of following size 250 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 251 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 252 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 253 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 254 ( ii ) bend with door with following size 255 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 256 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 257 ( c ) 100 mm dia do 5.5 kg 258 ( d ) 150 mm dia do 259 ( iii ) single junction with door of followings sizes. 260 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 261 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 262 ( c ) 100 mm dia do 9.50 kg 263 ( d ) 150 mm dia do 264 ( iv ) double junction with door of following sizes. 265 ( a ) 50 mm dia do 4.5 kg 266 ( b ) 80 mm dia do 7.00 kg 267 ( c ) 100 mm dia do 13.00 kg 268 ( d ) 150 mm dia do 269 ( v ) heel rest bend of following sizes 270 ( a ) 50 mm dia 271 ( b ) 80 mm dia 272 ( c ) 100 mm dia 273 ( d ) 150 mm dia 274 ( vi ) cowel of following sizes 275 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 276 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 277 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 278 ( d ) 150 mm dia do 279 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 280 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 281 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 282 ( x ) pass over 50 mm x 150 mm for 50 mm projection 283 ( xi ) do 100 mm x 150 mm for 100 mm projection 284 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 285 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 286 ( xiv ) h.c.i. offset 80 mm projection of the following size 287 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 288 ( b ) 80 mm dia do 3.50 kg 289 ( c ) 100 mm dia do 5.00 kg 290 ( d ) 150 mm dia do 291 ( xv ) h.c.i. socket of following sizes 292 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 293 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 294 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 295 ( d ) 150 mm dia ( weight without ear ) do 296 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 297 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 298 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 299 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 300 c.i. bracket pair for w.h.b. ( m948 ) 301 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 302 ( b ) do for 12.5 liter cistern 303 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 304 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 305 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 306 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 307 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 308 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 309 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 310 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 311 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 312 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 313 pig lead ( m953 ) 314 yarn ( m954 ) 315 rubber gasket for c.i pipe of good quality ( m955 ) 316 ( a ) 80 mm 317 ( b ) 100 mm 318 ( c ) 125 mm 319 ( d ) 150 mm 320 ( e ) 200 mm 321 ( f ) 250 mm 322 ( g ) 300 mm 323 ( h ) 350 mm 324 ( i ) 400 mm 325 ( j ) 450 mm 326 ( k ) 500 mm 327 ( l ) 600 mm 328 ( m ) 700 mm 329 ( n ) 750 mm 330 ( o ) 800 mm 331 ( p ) 900 mm 332 ( q ) 1000 mm 333 ( r ) 1200 mm 334 cotton waste ( m956 ) 335 asbestos suta ( gland packing ) ( m957 ) 336 solvent cement ( m958 ) 337 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 338 cp & pvc fitting ( m960 ) 339 ( i ) 32 mm dia c.p. waste 340 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 341 ( iii ) 40 mm dia c.p. waste 342 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 343 ( v 100 mm dia steel jali 344 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 345 ( vii ) 50 mm dia pvc pipe with coupling 346 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 347 ( i ) pillar cock ( isi ) 348 ( ii ) pillar cock ( long neck ) 349 ( iii ) bib cock ( isi ) 350 ( iv ) bib cock ( long thread ) 351 ( v ) angular stop cock 352 ( vi ) angular stop cock ( long thread ) 353 ( vii ) concealed stop cock reduce ( isi ) 354 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 355 ( ix ) long body bib cock 356 ( x ) swan neck tap with left hand operating knob 357 ( xi ) central hole basin mixer ( best quality ) 358 ( xii ) wall mixer with telephonic shower arrangement 359 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 360 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 361 ( xv ) sink mixer with swinging casted spout 362 ( xvi ) sink cock with swinging casted spout 363 ( xvii ) 4 way diverter for concealed fittings 364 ( xviii ) pressure adjustable shower with revolving joint 365 ( xix ) telephone shower with flexible pipe 366 ( xx ) flush cock with wall flange ( 25 mm ) 367 ( xxi ) towel rail 24 368 ( xxii ) towel ring 369 ( xxiii ) soap dish 370 ( xxiv ) tumbler holder 371 ( xxv ) toilet paper holder 372 ( xxvi ) glass shelf 22 373 ( xxvii ) corner glass shelf with bracket 374 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 375 c.i special & pvc pipes ( m962 ) 376 1. c.i double shocketted fittings bend such as bend, tee, taper, 377 ( a ) 80 200 mm 378 ( b ) 250 700 mm 379 ( c ) 700 1000 mm 380 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 381 ( a ) 80 200 mm 382 ( b ) 250 700 mm 383 ( c ) 700 1000 mm 384 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 385 providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) 386 socketed 387 100 150 mm dia 388 200 300mm dia 389 350 450mm dia 390 500 600mm dia 391 700 mm dia 392 800 mm dia 393 900 mm dia 394 1000 mm dia 395 1100 mm dia 396 1200 mm dia 397 flanged 398 100 150 mm dia 399 200 300 mm dia 400 350 450mm dia 401 500 600mm dia 402 700 mm dia 403 800 mm dia 404 900 mm dia 405 1000 mm dia 406 1100 mm dia 407 1200 mm dia 408 rcc esr ( m1030 ) 409 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 410 notes 411 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 412 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 413 for design having more than 6 columns, suitable bracing is obligatory. 414 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 415 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 416 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 417 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 418 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 419 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 420 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 421 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 422 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 423 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 424 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 425 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 426 12 to 16 m staging 2% per metre 427 16 to 20 m staging 3% per metre 428 20 m and above 4% per metre 429 for 17 m staging height, percentage calculation will be like below : 430 12 to 16 m 4 x 2 = 8% 431 16 & 17 m 1 x 3% = 3% total = 11% 432 for 21 m staging height, percentage calculation will be like below : 433 12 to 16 m 4 x 2 = 8% 434 16 to 20 m 4 x 3% = 12% 435 20& 21 m 1 x 4% = 4% total = 24% 436 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 437 notes 438 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 439 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 440 rates for rcc esrs 441 upto 25, 000 litres 442 cost of 25, 000 litres capacity 443 add for capacity above 25, 000 upto 50, 000 litres 444 cost of 50, 000 litres capacity 445 add for capacity above 50, 000 upto 75, 000 litres 446 cost of 75, 000 litres capacity 447 add for capacity above 75, 000 upto 1, 00, 000 litres 448 cost of 1, 00, 000 litres capacity 449 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 450 cost of 1, 50, 000 litres capacity 451 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 452 cost of 2, 00, 000 litres capacity 453 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 454 cost of 2, 50, 000 litres capacity 455 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 456 cost of 3, 00, 000 litres capacity 457 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 458 cost of 4, 00, 000 litres capacity 459 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 460 cost of 5, 00, 000 litres capacity 461 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 462 cost of 7, 50, 000 litres capacity 463 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 464 cost of 10, 00, 000 litres capacity 465 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 466 cost of 15, 00, 000 litres capacity 467 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 468 cost of 20, 00, 000 litres capacity 469 rcc gsr and sump ( m1031 ) 470 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 471 anti –termite treatment shall be given for under ground portion of the structure. 472 notes 473 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 474 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 475 entire structure shall be in m 300 only. 476 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 477 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 478 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 479 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 480 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 481 cost of pump house is not included in these rates. 482 above rates are applicable for seismic zones 2, 3 and 4. 483 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 484 10% shall be added for sump if over head pump house is proposed. 485 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 486 rates for rcc gsrs and sumps 487 upto 25, 000 litres 488 cost of 25, 000 litres capacity 489 add for capacity above 25, 000 upto 50, 000 litres 490 cost of 50, 000 litres capacity 491 add for capacity above 50, 000 upto 75, 000 litres 492 cost of 75, 000 litres capacity 493 add for capacity above 75, 000 upto 1, 00, 000 litres 494 cost of 1, 00, 000 litres capacity 495 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 496 cost of 1, 50, 000 litres capacity 497 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 498 cost of 2, 00, 000 litres capacity 499 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 500 cost of 3, 00, 000 litres capacity 501 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 502 cost of 5, 00, 000 litres capacity 503 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 504 cost of 10, 00, 000 litres capacity 505 addforcapacityabove10, 00, 000upto15, 00, 000 litres 506 cost of 15, 00, 000 litres capacity 507 add for capacity above 15, 00, 000 litres 508 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 509 unconventionalwater treatment plant ( m1032 ) 510 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 511 aeration fountain 512 inlet arrangements 513 mixing channel with ventury flume and flow measuring arrangement 514 inlet channel 515 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 516 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 517 rapid sand gravity filters all valve shall be glandless. 518 filter house 519 chemical house 520 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 521 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 522 tcl solution tank with mixing, carrying and dosing arrangement with piping. 523 bypass arrangement 524 external and internal electrification 525 laboratory equipments 526 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 527 wash water pumps with 100% standby 528 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 529 pure water sump of capacity equal to 1 hourpumping capacity. 530 pure water pump house over the sump / by the side of sump. 531 drainage arrangements 532 alum store 533 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 534 these rates are applicable for seismic zones 2, 3 and 4. 535 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 536 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 537 unconventional treatment plants less than 1 mld capacity shall not be constructed. 538 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 539 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 540 unconventional water treatment plant 541 fixed cost for 1 mld 542 add for capacity above 1 mld upto 2 mld 543 cost of 2 mld treatment plant 544 add for capacity above 2 mld upto 3 mld 545 cost of 3 mld treatment plant 546 conventionalwater treatment plant ( m1033 ) 547 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 548 aeration fountain plan are a not less than 0.625 square metre per mld 549 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 550 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 551 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 552 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 553 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 554 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 555 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 556 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 557 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 558 chemical house in two storeys 559 ground floor to accommodate 7 days alum requirement and sundry storage. 560 first floor to accommodate alum and lime tanks.etc. 561 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 562 pure water sump and sump house. 563 capacity of sump – one hour of designed flow. 564 pump house pump house of required size over the sump or by the side. 565 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 566 vacuum feed type chlorinators make tobe approved by mjp. 567 conforming to i.s. 10533 a part ii 1983 568 rate for withdrawal 569 temperature kg. of chlorine discharge degree c per day ( cylinders ) 570 45 67 tonnes 571 10 6.359.50 110 572 15 10.75 16.10130 573 20 14.50 21.24254 574 27&above18.70 28.12315 575 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 576 100% standby shall be provided. 577 by pass arrangements c.i. or m.s. pipes. 578 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 579 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 580 drainage arrangements – rcc pipes up to plot boundary. 581 electrical installation – both internal and external including entire plant area. 582 laboratory equipment –as per requirement ( to be specified during tendering ) . 583 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 584 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 585 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 586 all pipes condutes channels with20%overloading 587 these rates are applicable for seismic zones 2, 3 and 4. 588 all rcc structures shall be constructed in m 300. 589 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 590 conventional water treatment plant 591 above3 mld to upto 5 mld 592 cost of 5 mld treatment plant 593 add for capacity above 5mld upto 10 mld 594 cost of 10 mld treatment plant 595 add for capacity above 10 mld upto20 mld 596 cost of 20 mld treatment plant 597 add for capacity above 20 mld upto 50 mld 598 cost of 50 mld treatment plant 599 add for capacityabove 50 mld upto 100 mld 600 cost of 100 mld treatment plant 601 add for capacity above 100 mld 602 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 603 300 mm dia for gpt 604 400 mm dia for hygpt 605 hydt :cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 606 from 0 50 meter 607 from 51 125 meter 608 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 609 drillig upto 30 mtr depth below g. l. in rural area 610 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 611 trenchless ( m1038 ) 612 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 613 from 900 mm to 1000 mm dia 614 in soft soil 615 in hard soil 616 in sandy soil 617 in stone soil 618 from 1000 mm to 1200 mm dia 619 in soft soil 620 in hard soil 621 in sandy soil 622 in stone soil 623 above 1200 mm to 1500 mm dia 624 in soft soil 625 in hard soil 626 in sandy soil 627 in stone soil 628 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 629 upto 300 mm dia 630 in soft soil 631 in hard soil 632 in sandy soil 633 in stone soil 634 above300 mm to 450 mm dia 635 in soft soil 636 in hard soil 637 in sandy soil 638 in stone soil 639 above 450 mm to 600 mm dia 640 in soft soil 641 in hard soil 642 in sandy soil 643 in stone soil 644 above 600 mm to 900 mm dia 645 in soft soil 646 in hard soil 647 in sandy soil 648 in stone soil 649 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 650 upto 300 mm dia 651 in soft soil 652 in hard soil 653 in sandy soil 654 in stone soil 655 above300 mm to 450 mm dia 656 in soft soil 657 in hard soil 658 in sandy soil 659 in stone soil 660 above 450 mm to 600 mm dia 661 in soft soil 662 in hard soil 663 in sandy soil 664 in stone soil 665 above 600 mm to 900 mm dia 666 in soft soil 667 in hard soil 668 in sandy soil 669 in stone soil 670 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 671 without byepass arrangement pn 1 672 50 mm 673 65 mm 674 80 mm 675 100 mm 676 125 mm 677 150 mm 678 200 mm 679 250 mm 680 300 mm 681 350 mm 682 400 mm 683 450 mm 684 500 mm 685 600 mm 686 700 mm 687 750 mm 688 800 mm 689 900 mm 690 1000 mm 691 1100 mm 692 1200 mm 693 with byepass arrangement pn 1 694 50 mm 695 65 mm 696 80 mm 697 100 mm 698 125 mm 699 150 mm 700 200 mm 701 250 mm 702 300 mm 703 350 mm 704 400 mm 705 450 mm 706 500 mm 707 600 mm 708 700 mm 709 750 mm 710 800 mm 711 900 mm 712 1000 mm 713 1100 mm 714 1200 mm 715 without byepass arrangement pn 1.6 716 50 mm 717 65 mm 718 80 mm 719 100 mm 720 125 mm 721 150 mm 722 200 mm 723 250 mm 724 300 mm 725 350 mm 726 400 mm 727 450 mm 728 500 mm 729 600 mm 730 with byepass arrangement pn 1.6 731 50 mm 732 65 mm 733 80 mm 734 100 mm 735 125 mm 736 150 mm 737 200 mm 738 250 mm 739 300 mm 740 350 mm 741 400 mm 742 450 mm 743 500 mm 744 600 mm 745 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 746 with byepass arrangement pn 1 747 50 mm 748 65 mm 749 80 mm 750 100 mm 751 125 mm 752 150 mm 753 200 mm 754 250 mm 755 300 mm 756 350 mm 757 400 mm 758 450 mm 759 500 mm 760 600 mm 761 700mm 762 750 mm 763 800 mm 764 900 mm 765 1000 mm 766 1100 mm 767 1200mm 768 without byepass arrangement pn 1 769 50 mm 770 65 mm 771 80 mm 772 100 mm 773 125 mm 774 150 mm 775 200 mm 776 250 mm 777 300 mm 778 350 mm 779 400 mm 780 450 mm 781 500 mm 782 600 mm 783 700mm 784 750 mm 785 800 mm 786 900 mm 787 1000 mm 788 1100 mm 789 1200mm 790 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 791 without byepass arrangement pn 1.6 792 50 mm 793 65 mm 794 80 mm 795 100 mm 796 125 mm 797 150 mm 798 200 mm 799 250 mm 800 300 mm 801 350 mm 802 400 mm 803 450 mm 804 500 mm 805 600 mm 806 700mm 807 750 mm 808 800 mm 809 900 mm 810 1000 mm 811 1100 mm 812 1200mm 813 with byepass arrangement pn 1.6 814 50 mm 815 65 mm 816 80 mm 817 100 mm 818 125 mm 819 150 mm 820 200 mm 821 250 mm 822 300 mm 823 350 mm 824 400 mm 825 450 mm 826 500 mm 827 600 mm 828 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 829 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 830 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 831 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 832 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 833 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 834 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 835 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 836 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 837 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 838 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 839 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 840 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 841 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 842 packaged lamella clarified type wtp with mgf capacity in mld. 843 size 0.2 844 size 0.3 845 size 0.4 846 size 0.5 847 size 0.6...

Drinking Water And Sanitation Department - Jharkhand

32223666 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor, quotations through etender are invited for rate of items / materials annexed as annexure 1m079 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system per liter m193 gi pipe 50 mm dia ( tata or equivalent make ) m m337 jute p / kg m922 g.m. ferrules ( i ) 8 mm dia wt. not less than 400 gms each ( ii ) 10 mm dia wt. not less than 400 gms each ( iii ) 15 mm dia wt. not less than 400 gms each ( iv ) 20 mm dia wt. not less than 600 gms each ( v ) 25 mm dia wt. not less than 900 gms each m923 stop cocks ( i ) 15 mm brass stop cock wt. not less than 300 gms each ( ii ) 20 mm brass stop cock wt. not less than 400 gms each ( iii ) 25 mm brass stop cock wt. not less than 575 gms each ( iv ) 32 mm brass stop cock wt. not less than 850 gms each ( v ) 40 mm brass stop cock wt. not less than 1.15 kg each ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg each ( vii ) 15 mm dia c.i. body brass working part stop cock. each ( viii ) 20 mm dia c.i. body brass working part stop cock. each ( ix ) 25 mm dia c.i. body brass working part stop cock. each m924 g.m. full way valve ( i ) 15 mm dia wt. not less than 300 gms without wheel each ( ii ) 20 mm dia wt. not less than 400 gms without wheel each ( iii ) 25 mm dia wt. not less than 500 gms without wheel each ( iv ) 32 mm dia wt. not less than 700 gms without wheel each ( v ) 40 mm dia wt. not less than 1.0 kg without wheel each ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel each ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel each ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel each m925 g.m. non return valve verticle ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m926 g.m. non return valve horizontal ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m927 cocks ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms each ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms each ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms each ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms each ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms each ( vi ) 15 mm c.i. plug cock ordinary each ( vii ) 15 mm c.i. push cock ordinary each m928 chromium plated brass fittings ( i ) c.p. shower rose 100 mm dia each ( ii ) c.p. shower rose 125 mm dia each ( iii ) p.v.c. shower rose 150 mm dia each ( iv ) p.v.c shower rose 125 mm dia each m929 connection pipe ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. each ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. each ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. each ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. each m930 g.i. fittings ( conforming to i.s. 1879 ) isi marked [ a ] g.i. bend ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ b ] elbow of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ c ] tee plain of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ d ] reducing tee plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ e ] socket plain of the following size ( taking larger dimension ) ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ f ] reducing socket plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ g ] union socket of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ h ] plugs of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ i ] jam nuts of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ j ] g.i. nipple of the following sizes ( i ) 15 mm dia x 100 mm long each ( ii ) 20 mm dia x 100 mm long each ( iii ) 25 mm dia x 100 mm long each ( iv ) 32mm dia x 100 mm long each ( v ) 40 mm dia x 100 mm long each ( vi ) 50 mm dia x 100 mm long each ( vii ) 65 mm dia x 100 mm long each ( viii ) 80 mm dia x 100 mm long each ( ix ) 100 mm dia x 100 mm long each [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality ( i ) 15 mm dia per mtr. ( ii ) 20 mm dia per mtr. ( iii ) 25 mm dia per mtr. ( iv ) 32 mm dia per mtr. ( v ) 40 mm dia per mtr. ( vii ) 65 mm dia per mtr. m931 mirrors ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror each ( b ) do 450 mm x 300 mm do each m932 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail each ( b ) do 450 mm x 125 mm do each m933 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete each ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets each m934 c.p. brass soap dish medium quality with screw and hinges etc. each m935 c.p. liquid soap solution holder each m936 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make ( a ) 580 mm long each ( b ) 510 mm long each ( c ) 450 mm long each ( d ) 510 mm long white glazed fiber i.w.c each m937 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make each m938 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket each m939 ( a ) 12.5 liters lowdown c.i. cistern each ( b ) 10.0 liters capacity p.v.c. low design cistern each m940 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make each ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make each ( c ) black / white plastic seat for e.w.c do as above. each m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size each ( b ) do squatting small 450 mm x 350 mm each ( c ) do squatting large 600 mm x 350 mm each ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make each ( e ) partition plate for urinal 25 x 13 size each ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings each m942 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make each m943 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) each ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) each ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) each ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) each m944 drain board ( a ) 600 mm x 450 mm ( 24 x 18 ) each ( b ) 525 mm x 450 mm ( 21 x 18 ) each m945 h.c.i. pipes ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) each ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) each ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) each ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) each ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) each ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) each ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) each ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) each ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) each ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) each ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) each ( l ) 150 mm dia single socket 3 0 with ear each ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) each ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) each ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) each ( p ) 150 mm dia single socket 2 0 with ear each ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) each ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) each ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) each ( t ) 150 mm dia single socket each m946 h.c.i. fittings. ( i ) plain bend of following size ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) each ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) each ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) each ( ii ) bend with door with following size ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) each ( c ) 100 mm dia do 5.5 kg each ( d ) 150 mm dia do each ( iii ) single junction with door of followings sizes. ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) each ( c ) 100 mm dia do 9.50 kg each ( d ) 150 mm dia do each ( iv ) double junction with door of following sizes. ( a ) 50 mm dia do 4.5 kg each ( b ) 80 mm dia do 7.00 kg each ( c ) 100 mm dia do 13.00 kg each ( d ) 150 mm dia do each ( v ) heel rest bend of following sizes ( a ) 50 mm dia each ( b ) 80 mm dia each ( c ) 100 mm dia each ( d ) 150 mm dia each ( vi ) cowel of following sizes ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) each ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) each ( d ) 150 mm dia do each ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg each ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg each ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg each ( x ) pass over 50 mm x 150 mm for 50 mm projection each ( xi ) do 100 mm x 150 mm for 100 mm projection each ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg each ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg each ( xiv ) h.c.i. offset 80 mm projection of the following size ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg each ( b ) 80 mm dia do 3.50 kg each ( c ) 100 mm dia do 5.00 kg each ( d ) 150 mm dia do each ( xv ) h.c.i. socket of following sizes ( a ) 50 mm dia ( weight without ear ) 1.50 kg each ( b ) 80 mm dia ( weight without ear ) 3.00 kg each ( c ) 100 mm dia ( weight without ear ) 4.50 kg each ( d ) 150 mm dia ( weight without ear ) do each m947 c.i. cover with frame for manhole and inspection chamber ( a ) 600 mm x 450 mm size ( wt. 39 kg ) each ( b ) 600 mm x 450 mm size ( wt. 25 kg ) each ( c ) 500 mm x 450 mm size ( wt. 25 kg ) each m948 c.i. bracket pair for w.h.b ( a ) 550 mm x 400 mm size ( 22 x 16 ) each ( b ) do for 12.5 liter cistern each ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink each ( d ) 40 mm x 60 mm ms plate bracket for sink as above each m949 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b each ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink each ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal each ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal each m950 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each m951 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern each m952 rubber inserttion 3 mm ( 1 / 8 ) thick per kg m953 pig lead per kg m954 yarn per kg m955 rubber gasket for c.i pipe of good quality ( a ) 80 mm each ( b ) 100 mm each ( c ) 125 mm each ( d ) 150 mm each ( e ) 200 mm each ( f ) 250 mm each ( g ) 300 mm each ( h ) 350 mm each ( i ) 400 mm each ( j ) 450 mm each ( k ) 500 mm each ( l ) 600 mm each ( m ) 700 mm each ( n ) 750 mm each ( o ) 800 mm each ( p ) 900 mm each ( q ) 1000 mm each ( r ) 1200 mm each m956 cotton waste p / kg m957 asbestos suta ( gland packing ) p / kg m958 solvent cement p / kg m959 hydrocloric acid ( sepecific gravity 1.20 ) p / lit m960 cp & pvc fitting ( i ) 32 mm dia c.p. waste each ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling each ( iii ) 40 mm dia c.p. waste each ( iv 40 mm dia pvc waste pipe 750 mm long with coupling each ( v 100 mm dia steel jali each ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) each ( vii ) 50 mm dia pvc pipe with coupling each m961 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) ( i ) pillar cock ( isi ) eech ( ii ) pillar cock ( long neck ) each ( iii ) bib cock ( isi ) each ( iv ) bib cock ( long thread ) each ( v ) angular stop cock each ( vi ) angular stop cock ( long thread ) each ( vii ) concealed stop cock reduce ( isi ) each ( viii ) concealed stop cock heavy duty extra adjustable wall flange each ( ix ) long body bib cock each ( x ) swan neck tap with left hand operating knob each ( xi ) central hole basin mixer ( best quality ) each ( xii ) wall mixer with telephonic shower arrangement each ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange each ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange each ( xv ) sink mixer with swinging casted spout each ( xvi ) sink cock with swinging casted spout each ( xvii ) 4 way diverter for concealed fittings each ( xviii ) pressure adjustable shower with revolving joint each ( xix ) telephone shower with flexible pipe each ( xx ) flush cock with wall flange ( 25 mm ) each ( xxi ) towel rail 24 each ( xxii ) towel ring each ( xxiii ) soap dish each ( xxiv ) tumbler holder each ( xxv ) toilet paper holder each ( xxvi ) glass shelf 22 each ( xxvii ) corner glass shelf with bracket each ( xxviii ) flush valve complete with 32 mm size control cock & flange each m962 c.i special & pvc pipes 1. c.i double shocketted fittings bend such as bend, tee, taper, ( a ) 80 200 mm per / kg ( b ) 250 700 mm per / kg ( c ) 700 1000 mm per / kg 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc ( a ) 80 200 mm per / kg ( b ) 250 700 mm per / kg ( c ) 700 1000 mm per / kg spare parts of hand pump m963 hexagonal bolt m12x1.75x40mm long common to marks ii & iii each m964 hexagonal nut m12x1.75mm each m965 washer m12 ( 2.5mm thick ) each m966 high tensile bolt m10x1.5x40mm long. each m967 nyloc nut m10x1.5mm each m968 handle axle ( stainless steel ) each m969 washer for handle axle ( 4mm thick ) each m970 ball bearing 6204 z each m971 spacer for handle. each m972 chain with coupling. each m973 hexagonal bolt for front cover m12x1.75mm long. each m974 nitrile rubber cup washer for mark – ii & iii each m975 nitrile sealing ring mark – ii each m976 nitrile rubber seating big for lower valve mark ii each m977 nitrile rubber seating small for upper valve mark ii. each m978 hexagonal rod coupling m12x1.75x50mm long. each m979 pump head assembly ( g.i. ) with front cover, bolt & third plate. each m980 front cover ( g.i. ) each m981 handle assembly ( g.i. ) each m982 ( a ) water tank assembly for mark – ii ( g.i. ) each ( b ) water tank assembly for mark – iii ( vlom 65 ) each m983 stand assembly ( g.i. ) normal. each m984 stand assembly ( telescopic ) ( g.i ) . each m985 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) each m986 a ) cylinder assembly complete set for mark ii each b ) cylinder assembly complete set for mark iii ( vlom 65 ) each m987 a ) upper valve assembly complete set for india mark ii each b ) upper valve assembly complete set for india mark iii ( vlom 65 ) each m988 a ) lower valve assembly complete set for india mark ii each b ) lower valve assembly complete set for im iii each m989 reducer cap for cylinder mark ii each m990 a ) plunger rod ( s.s. ) for mark – ii each b ) plunger rod ( s.s. ) for mark – iii each m991 upper valve guide ( g.m. ) . each m992 rubber seat retainer for mark ii each m993 third plate for head assembly ( galanized ) each m994 cylinder body with brass liner for im ii with reducer cap for top and bottom. each m995 gun metal spacer. each m996 check valve guide mark ii each m997 a ) check valve seat for mark – ii each b ) check valve seat for mark – iii each m998 nitrile rubber “o” ring ( vlom 65 ) each m999 push rod for mark – iii ( s.s ) . each m1000 check nut for push rod ( s.s. ) . each m1001 nitrile rubber cup washer for vlom 50 each m1002 nitrile rubber sealing ring for mark – iii vlom 65 each m1003 nitrile rubber seating big for lower valve mk ii each m1004 nitrile rubber seating big for lower valve m iii vlom 65 ) each m1005 nitrile rubber bobbin vlom 50 each m1006 nitrile rubber “o” ring vlom 50 each m1007 nitrile rubber cone for vlom 50 each m1008 nitrile rubber cone for vlom 65 each m1009 nitrile rubber centralizer 150mm for ( vlom 65 ) . each m1010 nitrile rubber centralizer 125mm for ( vlom 65 ) . each m1011 nitrile rubber centralizer 150mm for ( vlom 50 ) . each m1012 nitrile rubber centralizer 125mm for vlom 50 each m1013 nitrile rubber centralizer 100mm for vlom 50 each m1014 water tank assembly mark – iii vlom 50 each m1015 cylinder assembly complete set for mark – iii ( vlom 50 ) each m1016 upper valve assembly complete set for im iii ( vlom 50 ) each m1017 lower valve assembly complete set for im iii ( vlom 50 ) each m1018 a ) upper cap cylinder mark – iii ( vlom 65 ) each b ) upper cap cylinder mark – iii ( vlom 50 ) each m1019 a ) bottom cap for mark – iii ( vlom 50 ) each b ) bottom cap for mark – iii ( vlom 65 ) each m1020 follower for im iii each m1021 cage for mark iii each m1022 s.s. hexagonal bolt m 6x25mm long. each m1023 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. each m1024 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 p / m m1025 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 p / m m1030 rcc esr designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. notes the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. for design having more than 6 columns, suitable bracing is obligatory. plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 12 to 16 m staging 2% per metre 16 to 20 m staging 3% per metre 20 m and above 4% per metre for 17 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 & 17 m 1 x 3% = 3% total = 11% for 21 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 to 20 m 4 x 3% = 12% 20& 21 m 1 x 4% = 4% total = 24% following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . notes conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. rates for rcc esrs upto 25, 000 litres lit. cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres lit. cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres lit. cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres lit. cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres lit. cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres lit. cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 2, 50, 000 litres lit. cost of 2, 50, 000 litres capacity job add for capacity above 2, 50, 000 upto 3, 00, 000 litres lit. cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 4, 00, 000 litres lit. cost of 4, 00, 000 litres capacity job add for capacity above 4, 00, 000 upto 5, 00, 000 litres lit. cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 7, 50, 000 litres lit. cost of 7, 50, 000 litres capacity job add for capacity above 7, 50, 000 upto 10, 00, 000 litres lit. cost of 10, 00, 000 litres capacity job add for capacity above 10, 00, 000 upto 15, 00, 000 litres lit. cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 upto 20, 00, 000 litres lit. cost of 20, 00, 000 litres capacity job m1031 rcc gsr and sump designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. anti –termite treatment shall be given for under ground portion of the structure. notes the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. entire structure shall be in m 300 only. the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. cost of pump house is not included in these rates. above rates are applicable for seismic zones 2, 3 and 4. 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 10% shall be added for sump if over head pump house is proposed. note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. rates for rcc gsrs and sumps upto 25, 000 litres lit. cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres lit. cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres lit. cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres lit. cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres lit. cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres lit. cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 3, 00, 000 litres lit. cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 5, 00, 000 litres lit. cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 10, 00, 000 litres lit. cost of 10, 00, 000 litres capacity job addforcapacityabove10, 00, 000upto15, 00, 000 litres lit. cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 litres lit. note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. m1032 unconventional water treatment plant designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. aeration fountain inlet arrangements mixing channel with ventury flume and flow measuring arrangement inlet channel flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance rapid sand gravity filters all valve shall be glandless. filter house chemical house alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. tcl solution tank with mixing, carrying and dosing arrangement with piping. bypass arrangement external and internal electrification laboratory equipments wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. wash water pumps with 100% standby air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. pure water sump of capacity equal to 1 hour pumping capacity. pure water pump house over the sump / by the side of sump. drainage arrangements alum store sanitary block with necessary water supply and drainage arrangements and internal wbm roads. these rates are applicable for seismic zones 2, 3 and 4. rates given below are inclusive of uplift pressure if any and dewatering during the entire work. all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. unconventional treatment plants less than 1 mld capacity shall not be constructed. all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. unconventional water treatment plant fixed cost for 1 mld p.job add for capacity above 1 mld upto 2 mld p.mld cost of 2 mld treatment plant p.job add for capacity above 2 mld upto 3 mld p.mld cost of 3 mld treatment plant p.job m1033 conventional water treatment plant designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . aeration fountain plan are a not less than 0.625 square metre per mld ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. wash water pumps capacity to fill water tank in 1 hour with 100% standby. air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . chemical house in two storeys ground floor to accommodate 7 days alum requirement and sundry storage. first floor to accommodate alum and lime tanks. etc. solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. pure water sump and sump house. capacity of sump – one hour of designed flow. pump house pump house of required size over the sump or by the side. store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. vacuum feed type chlorinators make tobe approved by mjp. conforming to i.s. 10533 a part ii 1983 rate for withdrawal temperature kg. of chlorine discharge degree c per day ( cylinders ) 45 67 tonnes 10 6.35 9.50 110 15 10.75 16.10 130 20 14.50 21.24 254 27&above 18.70 28.12 315 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 100% standby shall be provided. by pass arrangements c.i. or m.s. pipes. disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete drainage arrangements – rcc pipes up to plot boundary. electrical installation – both internal and external including entire plant area. laboratory equipment –as per requirement ( to be specified during tendering ) . sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. rates given below are inclusive of up lift pressure if any and dewatering during entire work. all pipes condutes channels with20%overloading these rates are applicable for seismic zones 2, 3 and 4. all rcc structures shall be constructed in m 300. note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . conventional water treatment plant above 3 mld to upto 5 mld p.mld cost of 5 mld treatment plant p.job add for capacity above 5mld upto 10 mld p.mld cost of 10 mld treatment plant p.job add for capacity above 10 mld upto 20 mld p.mld cost of 20 mld treatment plant p.job add for capacity above 20 mld upto 50 mld p.mld cost of 50 mld treatment plant p.job add for capacity above 50 mld upto 100 mld p.mld cost of 100 mld treatment plant p.job add for capacity above 100 mld p.mld m1034 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 300 mm dia for gpt p / m 400 mm dia for hygpt p / m m1035 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) from 0 50 meter p / m from 51 125 meter p / m m1036 ms pipe supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) p / m supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) item m1037 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) drillig upto 30 mtr depth below g. l. in rural area p / m drilling beyond 31 mtr upto 60 mtr below g. l. in rural area p / m m1038 trenchless installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) from 900 mm to 1000 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m from 1000 mm to 1200 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 1200 mm to 1500 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above300 mm to 450 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 450 mm to 600 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 600 mm to 900 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above300 mm to 450 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 450 mm to 600 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m above 600 mm to 900 mm dia in soft soil per m in hard soil per m in sandy soil per m in stone soil per m m1039 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each m1040 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . dia 06 inch ( 150 mm ) per m id 153 mm od 167 mm screen thickness 07 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 08 inch ( 200 mm ) per m id 205 mm od 221mm screen thickness 08 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 10 inch ( 250 mm ) per m id 256 mm od 276mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 12 inch ( 300 mm ) per m id 306 mm od 326 mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 14 inch ( 350 mm ) per m id 338 mm od 363 mm screen thickness 12.5 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. m1041 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . per m m1042 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . per hrs. m1043 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . each m1044 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . each m1045 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . each m1046 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . per m m1047 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . each m1048 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . per m m1049 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . per m m1050 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . per m m1051 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . per m m1052 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . each m1053 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . each m1054 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. packaged lamella clarified type wtp with mgf capacity in mld...

Drinking Water And Sanitation Department - Jharkhand

32223640 e quotation for rate of materials for schedule rate jharkhand under d w and s division, gumla. e quotation for rate of materials for schedule rate jharkhand under d w and s division, gumla. , polythene water storage tank of mark (e.g sintex/sinter/himgiri / gangotietc)with cover and locking system. (m079) , gi pipe 50 mm dia (tata or equivalent make) (m193) , jute (m337) , g.m. full way valve (m924) , (i) 15 mm dia wt. not less than 300 gms without wheel , (ii) 20 mm dia wt. not less than 400 gms without wheel , (iii) 25 mm dia wt. not less than 500 gms without wheel , (iv) 32 mm dia wt. not less than 700 gms without wheel , (v) 40 mm dia wt. not less than 1.0 kg without wheel , (vi) 50 mm dia wt. not less than 1.4 kg without wheel , (vii) 65 mm dia wt. not less than 1.8 kg without wheel , (viii) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle (m925) , (i) 15 mm dia wt. not less than 150 gms , (ii) 20 mm dia wt. not less than 250 gms , (iii) 25 mm dia wt. not less than 375 gms , (iv) 32 mm dia wt. not less than 600 gms , (v) 40 mm dia wt. not less than 700 gms , (vi) 50 mm dia wt. not less than 1.0 kg , (vii) 65 mm dia wt. not less than 1.20 kg , (viii) 80 mm dia wt. not less than 1.50 kg , (ix) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal (m926) , (i) 15 mm dia wt. not less than 150 gms , (ii) 20 mm dia wt. not less than 250 gms , (iii) 25 mm dia wt. not less than 375 gms , (iv) 32 mm dia wt. not less than 600 gms , (v) 40 mm dia wt. not less than 700 gms , (vi) 50 mm dia wt. not less than 1.0 kg , (vii) 65 mm dia wt. not less than 1.20 kg , (viii) 80 mm dia wt. not less than 1.50 kg , (ix) 100 mm dia wt. not less than 1.80 kg , cocks (m927) , (i) 15 mm dia g.m. bib cock wt. not less than 300 gms , (ii) 15 mm dia brass bib cock wt. not less than 400 gms , (iii) 15 mm dia c.i. bib cock wt. not less than 400 gms , (iv) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , (v) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , (vi) 15 mm c.i. plug cock ordinary , (vii) 15 mm c.i. push cock ordinary , chromium plated brass fittings (m928) , (i) c.p. shower rose 100 mm dia , (ii) c.p. shower rose 125 mm dia , (iii) p.v.c. shower rose 150 mm dia , (iv) p.v.c shower rose 125 mm dia , connection pipe (m929) , (i) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , (ii) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , (iii) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , (iv) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings (conforming to i.s. 1879 ) isi marked (m930) , [a] g.i. bend , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [b] elbow of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [c] tee plain of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [d] reducing tee plain of the following sizes(taking larger dimension) , (i) 20 mm , (ii) 25 mm , (iii) 32 mm , (iv) 40 mm , (v) 50 mm , (vi) 65 mm , (vii) 80 mm , (viii) 100 mm , (ix) 125 mm , (x) 150 mm , [e] socket plain of the following size (taking larger dimension) , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [f] reducing socket plain of the following sizes (taking larger dimension) , (i) 20 mm , (ii) 25 mm , (iii) 32 mm , (iv) 40 mm , (v) 50 mm , (vi) 65 mm , (vii) 80 mm , (viii) 100 mm , (ix) 125 mm , (x) 150 mm , [g] union socket of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [h] plugs of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [i] jam nuts of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [j] g.i. nipple of the following sizes , (i) 15 mm dia x 100 mm long , (ii) 20 mm dia x 100 mm long , (iii) 25 mm dia x 100 mm long , (iv) 32mm dia x 100 mm long , (v) 40 mm dia x 100 mm long , (vi) 50 mm dia x 100 mm long , (vii) 65 mm dia x 100 mm long , (viii) 80 mm dia x 100 mm long , (ix) 100 mm dia x 100 mm long , [k] g.i. pipes midium(tata mark) or equivalent as per is 1239 (part 01)/2004 isi marked/medium quality , (i) 15 mm dia , (ii) 20 mm dia , (iii) 25 mm dia , (iv) 32 mm dia , (v) 40 mm dia , (vii) 65 mm dia , mirrors(m931) , (a) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , (b) do 450 mm x 300 mm do , (a) glass shelf 600 mm x 125 mm with c.p. brass rail (m932) , (b) do 450 mm x 125 mm do , (a) c.p. brass towel rail 20 mm x 600 mm with bracket all complete (m933) , (b) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. (m934) , c.p. liquid soap solution holder (m935) , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make (m936) , (a) 580 mm long , (b) 510 mm long , (c) 450 mm long , (d) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make (m937) , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket (m938) , (a) 12.5 liters lowdown c.i. cistern (m939) , (b) 10.0 liters capacity p.v.c. low design cistern , (a) white glazed vitreous e.w.c with p trap orany other equivalent make. (m940) , (b) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , (c) black / white plastic seat for e.w.c do as above. , (a) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. (m941) , (b) do squatting small 450 mm x 350 mm , (c) do squatting large 600 mm x 350 mm , (d) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware /cera / naycer or any other equivalent make , (e) partition plate for urinal 25 x 13 size , (f) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. (m942) , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make (m943) , (a) kitchen sink 600 mm x 450 mm x 200 mm (24 x 18 x 8) , (b) kitchen sink 600 mm x 450 mm x 250 mm (24 x 18 x 10) , (c) lab sink 450 mm x 300 mm x 150 mm (18 x 12 x 6) , (d) lab sink 300 mm x 250 mm x 150 mm (12 x 10 x 6) , drain board. (m944) , (a) 600 mm x 450 mm (24 x 18) , (b) 525 mm x 450 mm (21 x 18) , h.c.i. pipes (m945) , (a) 50 mm dia single socket 6 0 (with ear weight 13 kg) , (b) 80 mm dia single socket 6 0 (with ear weight 18 kg) , (c) 100 mm dia single socket 6 0 (with ear weight 23 kg) , (d) 150 mm dia single socket 6 0 (with ear weight 30 kg) , (e) 50 mm dia double socket 6 0 (with ear weight 14 kg) , (f) 80 mm dia double socket 6 0 (with ear weight 19 kg) , (g) 100 mm dia double socket 6 0 (with ear weight 25 kg) , (h) 150 mm dia double socket 6 0 (with ear weight 13 kg) , (i) 50 mm dia single socket 3 0 (with ear weight 7.25 kg) , (j) 80 mm dia single socket 3 0 (with ear weight 10.5 kg) , (k) 100 mm dia single socket 3 0 (with ear weight 13.75 kg) , (l) 150 mm dia single socket 3 0 with ear , (m) 50 mm dia single socket 2 0 (with ear weight 5.35 kg) , (n) 80 mm dia single socket2 0 (with ear weight 8.00 kg) , (o)100 mm dia single socket 2 0(with ear weight 10.10 kg) , (p) 150 mm dia single socket 2 0 with ear , (q) 50 mm dia single socket 1 0 (with ear weight 3.4 kg) , (r) 80 mm dia single socket 1 0(with ear weight 5.50 kg) , (s) 100 mm dia single socket 1 0(with ear weight 7.60 kg) , (t) 150 mm dia single socket , h.c.i. fittings. (m946) , (i) plain bend of following size , (a) 50 mm dia (weight without ear and socket 2.75 kg) , (b) 80 mm dia (weight without ear and socket 3.5 kg) , (c) 100 mm dia (weight without ear and socket 4.5 kg) , (d) 150 mm dia (weight without ear and socket 4.5 kg) , (ii) bend with door with following size , (a) 50 mm dia (wight without ear and socket 2.75 kg) , (b) 80 mm dia (wight without ear and socket 4.00 kg) , (c) 100 mm dia do 5.5 kg , (d) 150 mm dia do , (iii) single junction with door of followings sizes. , (a) 50 mm dia (weight without ear and socket 3.75 kg) , (b) 80 mm dia (weight without ear and socket 6.50 kg) , (c) 100 mm dia do 9.50 kg , (d) 150 mm dia do , (iv) double junction with door of following sizes. , (a) 50 mm dia do 4.5 kg , (b) 80 mm dia do 7.00 kg , (c) 100 mm dia do 13.00 kg , (d) 150 mm dia do , (v) heel rest bend of following sizes , (a) 50 mm dia , (b) 80 mm dia , (c) 100 mm dia , (d) 150 mm dia , (vi) cowel of following sizes , (a) 50 mm dia (weight without ear and socket 2.25 kg) , (b) 80 mm dia (weight without ear and socket 3.25 kg) , (c) 100 mm dia (weight without ear and socket 3.25 kg) , (d) 150 mm dia do , (vii) 100 mm dia p trap (wt without ear and socket)8.5 kg , (viii) 100 mm dia p trap (wt without ear and socket)8.8 kg , (ix) 100 mm x 80 mm floor trap (weight without ear and socket) 4.00 kg , (x) pass over 50 mm x 150 mm for 50 mm projection , (xi) do 100 mm x 150 mm for 100 mm projection , (xii) inverted junction single 100 mm x 50 (weight without ear and socket) 9.0 kg , (xiii) inverted junction double 100 mm x 50 mm x 50 mm (weight without ear and socket) 12.0 kg , (xiv) h.c.i. offset 80 mm projection of the following size , (a) 50 mm dia (weight without ear and socket) 2.75 kg , (b) 80 mm dia do 3.50 kg , (c) 100 mm dia do 5.00 kg , (d) 150 mm dia do , (xv) h.c.i. socket of following sizes , (a) 50 mm dia (weight without ear) 1.50 kg , (b) 80 mm dia (weight without ear) 3.00 kg , (c) 100 mm dia (weight without ear) 4.50 kg , (d) 150 mm dia (weight without ear) do , c.i. cover with frame for manhole and inspection chamber. (m947) , (a) 600 mm x 450 mm size (wt. 39 kg) , (b) 600 mm x 450 mm size (wt. 25 kg) , (c) 500 mm x 450 mm size (wt. 25 kg) , c.i. bracket pair for w.h.b. (m948) , (a) 550 mm x 400 mm size (22 x 16) , (b) do for 12.5 liter cistern , (c) do for 600 mm x 450 mm (24 x 18) sink , (d) 40 mm x 60 mm ms plate bracket for sink as above , (a) 32 mm (1 1/4) c.p. brass waste for w.h.b (m949) , (b) 40 mm (1 1/2) c.p. brass waste for w.h.b for sink , (c) 32 mm (1 1/4) c.p. waste of white metal , (d) 40 mm (1 1/2) c.p. waste of white metal , (a) 32 mm (1 1/4) p.v.c. waste pipe 750 mm long (26 long) withbrass union for w h b (m950) , (b) 40 mm (1 1/2) p.v.c. waste pipe 750 mm long(26 long)with brass union for w h b , 32 mm (1 1/4) p.v.c. telescopic flush pipe with brass union for high level cistern (m951) , rubber inserttion 3 mm (1/8) thick (m952) , pig lead (m953) , yarn (m954) , rubber gasket for c.i pipe of good quality (m955) , (a) 80 mm , (b)100 mm , (c)125 mm , (d)150 mm , (e)200 mm , (f)250 mm , (g)300 mm , (h)350 mm , (i)400 mm , (j)450 mm , (k)500 mm , (l)600 mm , (m)700 mm , (n)750 mm , (o)800 mm , (p)900 mm , (q)1000 mm , (r)1200 mm , cotton waste (m956) , asbestos suta (gland packing) (m957) , solvent cement (m958) , hydrocloric acid (sepecific gravity 1.20) (m959) , cp & pvc fitting (m960) , (i)32 mm dia c.p. waste , (ii)32 mm dia pv c waste pipe 750 mm long with coupling , (iii)40 mm dia c.p. waste , (iv 40 mm dia pvc waste pipe 750 mm long with coupling , (v 100 mm dia steel jali , (vi)15 mm dia c.p. nipple with coupling (short pieces) , (vii)50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings(jal, jaquar, marc or equivalent mark) (m961) , (i) pillar cock (isi) , (ii) pillar cock (long neck) , (iii) bib cock (isi) , (iv) bib cock (long thread) , (v) angular stop cock , (vi) angular stop cock (long thread) , (vii) concealed stop cock reduce (isi) , (viii) concealed stop cock heavy duty extra adjustable wall flange , (ix) long body bib cock , (x) swan neck tap with left hand operating knob , (xi) central hole basin mixer (best quality) , (xii) wall mixer with telephonic shower arrangement , (xiii) wall mixer with provision for over head shower with elbow coupling and well flange , (xiv) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , (xv) sink mixer with swinging casted spout , (xvi) sink cock with swinging casted spout , (xvii) 4 way diverter for concealed fittings , (xviii) pressure adjustable shower with revolving joint , (xix) telephone shower with flexible pipe , (xx) flush cock with wall flange (25 mm) , (xxi) towel rail 24 , (xxii) towel ring , (xxiii) soap dish , (xxiv) tumbler holder , (xxv) toilet paper holder , (xxvi) glass shelf 22 , (xxvii) corner glass shelf with bracket , (xxviii) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes (m962) , 1. c.i double shocketted fittings bend such as bend, tee, taper, , (a) 80 200 mm , (b) 250 700 mm , (c) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece,bend etc , (a) 80 200 mm , (b) 250 700 mm , (c) 700 1000 mm , basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818/2016 cml no. 5543459 (m1024) , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation ,shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , providing and supplying isi mark ci/ d/f reflux valves( non return valves ) of following dia inspection charges unloading from railway wagon ,loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i (1984) (m1039) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site(basic rate). (m1041) , supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e/i (basic rate). (m1042) , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e/i (basic rate). (m1043) , supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e/i (the cap will be the property of department) (basic rate). (m1044) , supplying all materials, labours, equipments for constructing p.c.c. (1:2:4) circular platform around drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials (basic rate). (m1045) , supplying all materials, labours and equipments for constructing p.c.c. (1:2:4) drain as per unicef design etc. all complete including carriage of materials (basic rate). (m1046) , supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod (12 pcs) as per is : 15500 part 2/2004(basic rate). (m1047) , supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 (cml no. 5543459) latest revision including carrigae(basic rate). (m1048) , supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 (cml no. 5543459) latest revision including carrigae(basic rate). (m1049) , supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 (cml no. 5543459) latest revision including carrigae(basic rate). (m1050) , supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e/i including carriage of materials (basic rate). (m1051) , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e/i including carriage of materials (basic rate). (m1052) , supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e/i including carriage of materials(basic rate). (m1053) , design, supply, installation testing & commissioning of packaged water treatment plants (unconventional type) of different capacity with (20 hours operation) comprising of lamella clarifier, static mixture flocculation tank (smet), multi grade filter (mgf) with best quality filter media, lime/ coagulant/polymer dosing system hypo chloride dosing system, raw water feed pump/clear water transfer pump (either or), sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer/ authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure/items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. (m1054) , packaged lamella clarified type wtp with mgf capacity in mld. , (i)0.2 , (ii)0.3 , (iii)0.4 , (iv)0.5 , (v)0.6...

Drinking Water And Sanitation Department - Jharkhand

32223632 e quotation for rate of materials for schedule rate jharkhand under d w and s division, medininagar 2022 23. 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( v ) 40 mm 120 ( vi ) 50 mm 121 ( vii ) 65 mm 122 ( viii ) 80 mm 123 ( ix ) 100 mm 124 ( x ) 125 mm 125 ( xi ) 150 mm 126 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 127 ( i ) 20 mm 128 ( ii ) 25 mm 129 ( iii ) 32 mm 130 ( iv ) 40 mm 131 ( v ) 50 mm 132 ( vi ) 65 mm 133 ( vii ) 80 mm 134 ( viii ) 100 mm 135 ( ix ) 125 mm 136 ( x ) 150 mm 137 [ g ] union socket of the following sizes 138 ( i ) 15 mm 139 ( ii ) 20 mm 140 ( iii ) 25 mm 141 ( iv ) 32 mm 142 ( v ) 40 mm 143 ( vi ) 50 mm 144 ( vii ) 65 mm 145 ( viii ) 80 mm 146 ( ix ) 100 mm 147 ( x ) 125 mm 148 ( xi ) 150 mm 149 [ h ] plugs of the following sizes 150 ( i ) 15 mm 151 ( ii ) 20 mm 152 ( iii ) 25 mm 153 ( iv ) 32 mm 154 ( v ) 40 mm 155 ( vi ) 50 mm 156 ( vii ) 65 mm 157 ( viii ) 80 mm 158 ( ix ) 100 mm 159 ( x ) 125 mm 160 ( xi ) 150 mm 161 [ i ] jam nuts of the following sizes 162 ( i ) 15 mm 163 ( ii ) 20 mm 164 ( iii ) 25 mm 165 ( iv ) 32 mm 166 ( v ) 40 mm 167 ( vi ) 50 mm 168 ( vii ) 65 mm 169 ( viii ) 80 mm 170 ( ix ) 100 mm 171 ( x ) 125 mm 172 ( xi ) 150 mm 173 [ j ] g.i. nipple of the following sizes 174 ( i ) 15 mm dia x 100 mm long 175 ( ii ) 20 mm dia x 100 mm long 176 ( iii ) 25 mm dia x 100 mm long 177 ( iv ) 32mm dia x 100 mm long 178 ( v ) 40 mm dia x 100 mm long 179 ( vi ) 50 mm dia x 100 mm long 180 ( vii ) 65 mm dia x 100 mm long 181 ( viii ) 80 mm dia x 100 mm long 182 ( ix ) 100 mm dia x 100 mm long 183 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 184 ( i ) 15 mm dia 185 ( ii ) 20 mm dia 186 ( iii ) 25 mm dia 187 ( iv ) 32 mm dia 188 ( v ) 40 mm dia 189 ( vii ) 65 mm dia 190 mirrors ( m931 ) 191 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 192 ( b ) do 450 mm x 300 mm do 193 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 194 ( b ) do 450 mm x 125 mm do 195 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 196 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 197 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 198 c.p. liquid soap solution holder ( m935 ) 199 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 200 ( a ) 580 mm long 201 ( b ) 510 mm long 202 ( c ) 450 mm long 203 ( d ) 510 mm long white glazed fiber i.w.c 204 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 205 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 206 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 207 ( b ) 10.0 liters capacity p.v.c. low design cistern 208 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 209 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 210 ( c ) black / white plastic seat for e.w.c do as above. 211 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 212 ( b ) do squatting small 450 mm x 350 mm 213 ( c ) do squatting large 600 mm x 350 mm 214 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 215 ( e ) partition plate for urinal 25 x 13 size 216 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 217 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 218 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 219 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 220 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 221 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 222 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 223 drain board. ( m944 ) 224 ( a ) 600 mm x 450 mm ( 24 x 18 ) 225 ( b ) 525 mm x 450 mm ( 21 x 18 ) 226 h.c.i. pipes ( m945 ) 227 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 228 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 229 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 230 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 231 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 232 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 233 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 234 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 235 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 236 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 237 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 238 ( l ) 150 mm dia single socket 3 0 with ear 239 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 240 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 241 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 242 ( p ) 150 mm dia single socket 2 0 with ear 243 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 244 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 245 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 246 ( t ) 150 mm dia single socket 247 h.c.i. fittings. ( m946 ) 248 ( i ) plain bend of following size 249 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 250 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 251 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 252 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 253 ( ii ) bend with door with following size 254 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 255 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 256 ( c ) 100 mm dia do 5.5 kg 257 ( d ) 150 mm dia do 258 ( iii ) single junction with door of followings sizes. 259 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 260 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 261 ( c ) 100 mm dia do 9.50 kg 262 ( d ) 150 mm dia do 263 ( iv ) double junction with door of following sizes. 264 ( a ) 50 mm dia do 4.5 kg 265 ( b ) 80 mm dia do 7.00 kg 266 ( c ) 100 mm dia do 13.00 kg 267 ( d ) 150 mm dia do 268 ( v ) heel rest bend of following sizes 269 ( a ) 50 mm dia 270 ( b ) 80 mm dia 271 ( c ) 100 mm dia 272 ( d ) 150 mm dia 273 ( vi ) cowel of following sizes 274 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 275 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 276 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 277 ( d ) 150 mm dia do 278 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 279 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 280 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 281 ( x ) pass over 50 mm x 150 mm for 50 mm projection 282 ( xi ) do 100 mm x 150 mm for 100 mm projection 283 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 284 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 285 ( xiv ) h.c.i. offset 80 mm projection of the following size 286 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 287 ( b ) 80 mm dia do 3.50 kg 288 ( c ) 100 mm dia do 5.00 kg 289 ( d ) 150 mm dia do 290 ( xv ) h.c.i. socket of following sizes 291 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 292 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 293 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 294 ( d ) 150 mm dia ( weight without ear ) do 295 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 296 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 297 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 298 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 299 c.i. bracket pair for w.h.b. ( m948 ) 300 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 301 ( b ) do for 12.5 liter cistern 302 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 303 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 304 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 305 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 306 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 307 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 308 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 309 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 310 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 311 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 312 pig lead ( m953 ) 313 yarn ( m954 ) 314 rubber gasket for c.i pipe of good quality ( m955 ) 315 ( a ) 80 mm 316 ( b ) 100 mm 317 ( c ) 125 mm 318 ( d ) 150 mm 319 ( e ) 200 mm 320 ( f ) 250 mm 321 ( g ) 300 mm 322 ( h ) 350 mm 323 ( i ) 400 mm 324 ( j ) 450 mm 325 ( k ) 500 mm 326 ( l ) 600 mm 327 ( m ) 700 mm 328 ( n ) 750 mm 329 ( o ) 800 mm 330 ( p ) 900 mm 331 ( q ) 1000 mm 332 ( r ) 1200 mm 333 cotton waste ( m956 ) 334 asbestos suta ( gland packing ) ( m957 ) 335 solvent cement ( m958 ) 336 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 337 cp & pvc fitting ( m960 ) 338 ( i ) 32 mm dia c.p. waste 339 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 340 ( iii ) 40 mm dia c.p. waste 341 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 342 ( v 100 mm dia steel jali 343 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 344 ( vii ) 50 mm dia pvc pipe with coupling 345 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 346 ( i ) pillar cock ( isi ) 347 ( ii ) pillar cock ( long neck ) 348 ( iii ) bib cock ( isi ) 349 ( iv ) bib cock ( long thread ) 350 ( v ) angular stop cock 351 ( vi ) angular stop cock ( long thread ) 352 ( vii ) concealed stop cock reduce ( isi ) 353 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 354 ( ix ) long body bib cock 355 ( x ) swan neck tap with left hand operating knob 356 ( xi ) central hole basin mixer ( best quality ) 357 ( xii ) wall mixer with telephonic shower arrangement 358 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 359 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 360 ( xv ) sink mixer with swinging casted spout 361 ( xvi ) sink cock with swinging casted spout 362 ( xvii ) 4 way diverter for concealed fittings 363 ( xviii ) pressure adjustable shower with revolving joint 364 ( xix ) telephone shower with flexible pipe 365 ( xx ) flush cock with wall flange ( 25 mm ) 366 ( xxi ) towel rail 24 367 ( xxii ) towel ring 368 ( xxiii ) soap dish 369 ( xxiv ) tumbler holder 370 ( xxv ) toilet paper holder 371 ( xxvi ) glass shelf 22 372 ( xxvii ) corner glass shelf with bracket 373 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 374 c.i special & pvc pipes ( m962 ) 375 1. c.i double shocketted fittings bend such as bend, tee, taper, 376 ( a ) 80 200 mm 377 ( b ) 250 700 mm 378 ( c ) 700 1000 mm 379 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 380 ( a ) 80 200 mm 381 ( b ) 250 700 mm 382 ( c ) 700 1000 mm 383 spare parts of hand pump 384 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 385 rcc esr ( m1030 ) 386 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 387 notes 388 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 389 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 390 for design having more than 6 columns, suitable bracing is obligatory. 391 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 392 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 393 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 394 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 395 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 396 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 397 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 398 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 399 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 400 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 401 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 402 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 403 12 to 16 m staging 2% per metre 404 16 to 20 m staging 3% per metre 405 20 m and above 4% per metre 406 for 17 m staging height, percentage calculation will be like below : 407 12 to 16 m 4 x 2 = 8% 408 16 & 17 m 1 x 3% = 3% total = 11% 409 for 21 m staging height, percentage calculation will be like below : 410 12 to 16 m 4 x 2 = 8% 411 16 to 20 m 4 x 3% = 12% 412 20& 21 m 1 x 4% = 4% total = 24% 413 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 414 notes 415 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 416 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 417 rates for rcc esrs 418 upto 25, 000 litres 419 cost of 25, 000 litres capacity 420 add for capacity above 25, 000 upto 50, 000 litres 421 cost of 50, 000 litres capacity 422 add for capacity above 50, 000 upto 75, 000 litres 423 cost of 75, 000 litres capacity 424 add for capacity above 75, 000 upto 1, 00, 000 litres 425 cost of 1, 00, 000 litres capacity 426 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 427 cost of 1, 50, 000 litres capacity 428 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 429 cost of 2, 00, 000 litres capacity 430 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 431 cost of 2, 50, 000 litres capacity 432 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 433 cost of 3, 00, 000 litres capacity 434 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 435 cost of 4, 00, 000 litres capacity 436 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 437 cost of 5, 00, 000 litres capacity 438 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 439 cost of 7, 50, 000 litres capacity 440 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 441 cost of 10, 00, 000 litres capacity 442 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 443 cost of 15, 00, 000 litres capacity 444 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 445 cost of 20, 00, 000 litres capacity 446 rcc gsr and sump ( m1031 ) 447 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 448 anti –termite treatment shall be given for under ground portion of the structure. 449 notes 450 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 451 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 452 entire structure shall be in m 300 only. 453 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 454 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 455 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 456 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 457 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 458 cost of pump house is not included in these rates. 459 above rates are applicable for seismic zones 2, 3 and 4. 460 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 461 10% shall be added for sump if over head pump house is proposed. 462 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 463 rates for rcc gsrs and sumps 464 upto 25, 000 litres 465 cost of 25, 000 litres capacity 466 add for capacity above 25, 000 upto 50, 000 litres 467 cost of 50, 000 litres capacity 468 add for capacity above 50, 000 upto 75, 000 litres 469 cost of 75, 000 litres capacity 470 add for capacity above 75, 000 upto 1, 00, 000 litres 471 cost of 1, 00, 000 litres capacity 472 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 473 cost of 1, 50, 000 litres capacity 474 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 475 cost of 2, 00, 000 litres capacity 476 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 477 cost of 3, 00, 000 litres capacity 478 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 479 cost of 5, 00, 000 litres capacity 480 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 481 cost of 10, 00, 000 litres capacity 482 addforcapacityabove10, 00, 000upto15, 00, 000 litres 483 cost of 15, 00, 000 litres capacity 484 add for capacity above 15, 00, 000 litres 485 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 486 unconventionalwater treatment plant ( m1032 ) 487 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 488 aeration fountain 489 inlet arrangements 490 mixing channel with ventury flume and flow measuring arrangement 491 inlet channel 492 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 493 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 494 rapid sand gravity filters all valve shall be glandless. 495 filter house 496 chemical house 497 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 498 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 499 tcl solution tank with mixing, carrying and dosing arrangement with piping. 500 bypass arrangement 501 external and internal electrification 502 laboratory equipments 503 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 504 wash water pumps with 100% standby 505 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 506 pure water sump of capacity equal to 1 hourpumping capacity. 507 pure water pump house over the sump / by the side of sump. 508 drainage arrangements 509 alum store 510 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 511 these rates are applicable for seismic zones 2, 3 and 4. 512 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 513 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 514 unconventional treatment plants less than 1 mld capacity shall not be constructed. 515 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 516 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 517 unconventional water treatment plant 518 fixed cost for 1 mld 519 add for capacity above 1 mld upto 2 mld 520 cost of 2 mld treatment plant 521 add for capacity above 2 mld upto 3 mld 522 cost of 3 mld treatment plant 523 conventionalwater treatment plant ( m1033 ) 524 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 525 aeration fountain plan are a not less than 0.625 square metre per mld 526 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 527 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 528 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 529 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 530 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 531 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 532 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 533 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 534 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 535 chemical house in two storeys 536 ground floor to accommodate 7 days alum requirement and sundry storage. 537 first floor to accommodate alum and lime tanks.etc. 538 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 539 pure water sump and sump house. 540 capacity of sump – one hour of designed flow. 541 pump house pump house of required size over the sump or by the side. 542 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 543 vacuum feed type chlorinators make tobe approved by mjp. 544 conforming to i.s. 10533 a part ii 1983 545 rate for withdrawal 546 temperature kg. of chlorine discharge degree c per day ( cylinders ) 547 45 67 tonnes 548 10 6.359.50 110 549 15 10.75 16.10130 550 20 14.50 21.24254 551 27&above18.70 28.12315 552 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 553 100% standby shall be provided. 554 by pass arrangements c.i. or m.s. pipes. 555 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 556 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 557 drainage arrangements – rcc pipes up to plot boundary. 558 electrical installation – both internal and external including entire plant area. 559 laboratory equipment –as per requirement ( to be specified during tendering ) . 560 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 561 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 562 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 563 all pipes condutes channels with20%overloading 564 these rates are applicable for seismic zones 2, 3 and 4. 565 all rcc structures shall be constructed in m 300. 566 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 567 conventional water treatment plant 568 above3 mld to upto 5 mld 569 cost of 5 mld treatment plant 570 add for capacity above 5mld upto 10 mld 571 cost of 10 mld treatment plant 572 add for capacity above 10 mld upto20 mld 573 cost of 20 mld treatment plant 574 add for capacity above 20 mld upto 50 mld 575 cost of 50 mld treatment plant 576 add for capacityabove 50 mld upto 100 mld 577 cost of 100 mld treatment plant 578 add for capacity above 100 mld 579 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 580 300 mm dia for gpt 581 400 mm dia for hygpt 582 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 583 from 0 50 meter 584 from 51 125 meter 585 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 586 drillig upto 30 mtr depth below g. l. in rural area 587 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 588 trenchless ( m1038 ) 589 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 590 from 900 mm to 1000 mm dia 591 in soft soil 592 in hard soil 593 in sandy soil 594 in stone soil 595 from 1000 mm to 1200 mm dia 596 in soft soil 597 in hard soil 598 in sandy soil 599 in stone soil 600 above 1200 mm to 1500 mm dia 601 in soft soil 602 in hard soil 603 in sandy soil 604 in stone soil 605 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 606 upto 300 mm dia 607 in soft soil 608 in hard soil 609 in sandy soil 610 in stone soil 611 above300 mm to 450 mm dia 612 in soft soil 613 in hard soil 614 in sandy soil 615 in stone soil 616 above 450 mm to 600 mm dia 617 in soft soil 618 in hard soil 619 in sandy soil 620 in stone soil 621 above 600 mm to 900 mm dia 622 in soft soil 623 in hard soil 624 in sandy soil 625 in stone soil 626 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 627 upto 300 mm dia 628 in soft soil 629 in hard soil 630 in sandy soil 631 in stone soil 632 above300 mm to 450 mm dia 633 in soft soil 634 in hard soil 635 in sandy soil 636 in stone soil 637 above 450 mm to 600 mm dia 638 in soft soil 639 in hard soil 640 in sandy soil 641 in stone soil 642 above 600 mm to 900 mm dia 643 in soft soil 644 in hard soil 645 in sandy soil 646 in stone soil 647 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 648 without byepass arrangement pn 1 649 50 mm 650 65 mm 651 80 mm 652 100 mm 653 125 mm 654 150 mm 655 200 mm 656 250 mm 657 300 mm 658 350 mm 659 400 mm 660 450 mm 661 500 mm 662 600 mm 663 700 mm 664 750 mm 665 800 mm 666 900 mm 667 1000 mm 668 1100 mm 669 1200 mm 670 with byepass arrangement pn 1 671 50 mm 672 65 mm 673 80 mm 674 100 mm 675 125 mm 676 150 mm 677 200 mm 678 250 mm 679 300 mm 680 350 mm 681 400 mm 682 450 mm 683 500 mm 684 600 mm 685 700 mm 686 750 mm 687 800 mm 688 900 mm 689 1000 mm 690 1100 mm 691 1200 mm 692 without byepass arrangement pn 1.6 693 50 mm 694 65 mm 695 80 mm 696 100 mm 697 125 mm 698 150 mm 699 200 mm 700 250 mm 701 300 mm 702 350 mm 703 400 mm 704 450 mm 705 500 mm 706 600 mm 707 with byepass arrangement pn 1.6 708 50 mm 709 65 mm 710 80 mm 711 100 mm 712 125 mm 713 150 mm 714 200 mm 715 250 mm 716 300 mm 717 350 mm 718 400 mm 719 450 mm 720 500 mm 721 600 mm 722 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 723 with byepass arrangement pn 1 724 50 mm 725 65 mm 726 80 mm 727 100 mm 728 125 mm 729 150 mm 730 200 mm 731 250 mm 732 300 mm 733 350 mm 734 400 mm 735 450 mm 736 500 mm 737 600 mm 738 700mm 739 750 mm 740 800 mm 741 900 mm 742 1000 mm 743 1100 mm 744 1200mm 745 without byepass arrangement pn 1 746 50 mm 747 65 mm 748 80 mm 749 100 mm 750 125 mm 751 150 mm 752 200 mm 753 250 mm 754 300 mm 755 350 mm 756 400 mm 757 450 mm 758 500 mm 759 600 mm 760 700mm 761 750 mm 762 800 mm 763 900 mm 764 1000 mm 765 1100 mm 766 1200mm 767 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 768 without byepass arrangement pn 1.6 769 50 mm 770 65 mm 771 80 mm 772 100 mm 773 125 mm 774 150 mm 775 200 mm 776 250 mm 777 300 mm 778 350 mm 779 400 mm 780 450 mm 781 500 mm 782 600 mm 783 700mm 784 750 mm 785 800 mm 786 900 mm 787 1000 mm 788 1100 mm 789 1200mm 790 with byepass arrangement pn 1.6 791 50 mm 792 65 mm 793 80 mm 794 100 mm 795 125 mm 796 150 mm 797 200 mm 798 250 mm 799 300 mm 800 350 mm 801 400 mm 802 450 mm 803 500 mm 804 600 mm 805 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) 806 dia 06 inch ( 150 mm ) 807 id 153 mm od 167 mm 808 screen thickness 07 mm 809 slot 1.00 mm 810 moc lowcarbon galvenised steel 811 length 5 mtr. 812 dia 08 inch ( 200 mm ) 813 id 205 mm od 221mm 814 screen thickness 08 mm 815 slot 1.00 mm 816 moc lowcarbon galvenised steel 817 length 5 mtr. 818 dia 10 inch ( 250 mm ) 819 id 256 mm od 276mm 820 screen thickness 10 mm 821 slot 1.00 mm 822 moc lowcarbon galvenised steel 823 length 5 mtr. 824 dia 12 inch ( 300 mm ) 825 id 306 mm od 326 mm 826 screen thickness 10 mm 827 slot 1.00 mm 828 moc lowcarbon galvenised steel 829 length 5 mtr. 830 dia 14 inch ( 350 mm ) 831 id 338 mm od 363 mm 832 screen thickness 12.5 mm 833 slot 1.00 mm 834 moc lowcarbon galvenised steel 835 length 5 mtr. 836 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 837 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 838 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 839 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 840 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 841 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 842 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 843 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 844 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 845 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 846 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 847 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 848 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 849 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 850 packaged lamella clarified type wtp with mgf capacity in mld. 851 0.2 852 0.3 853 0.4 854 0.5 855 0.6 856 pumps ( m1055 ) 857 supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 858 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 859 1 h.p. 860 1.5hp 861 2 hp 862 2.5 hp 863 3.0 hp 864 4.0 hp 865 5.0 hp 866 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 867 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 868 1.5 hp 869 2.0 hp 870 3.0 hp 871 4.0 hp 872 5.0 hp 873 6.0 hp 874 7.5 hp 875 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 876 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 877 8.0 hp 878 9.0 hp 879 10.0 hp 880 11.0 hp 881 12.5 hp 882 15.0 hp 883 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 884 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 885 17.5 hp 886 20.0 hp 887 25 hp 888 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 889 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 890 2 ) for 150 mm dia energy efficient pumps add as below 891 a. up to 8 stages : 3% on supply rate 892 b. up to 12 stages : 4% on supply rate 893 c. up to 15 stages : 5% on supply rate 894 pressure gauge ( m1056 ) 895 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 896 pressure gauge ( 100 mm dia ) 897 pressure gauge ( 150 mm dia ) 898 vacuum / combination gauge 899 supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 900 vacuum / combination gauge – 100 mm dia 901 vacuum / combination gauge – 150 mm dia 902 lifting equipment ( m1057 ) 903 chain pulley block 904 supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 905 1 tonne capacity 906 2 tonne capacity 907 3 tonne capacity 908 hand operated circular or rectangular travelling crane ( single girder ) 909 supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 910 3 tonne capacity 911 up to 5 m span 912 above 5 m up to 6 m span 913 above 6 m up to 8 m span 914 5 tonne capacity 915 up to 5 m span 916 above 5 m up to 6 m span 917 above 6 m up to 8 m span 918 above 8 m up to 10 m span 919 electric operated circular or rectangular travelling crane ( single girder ) 920 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 921 5 tonne capacity 922 above 6 m up to 8 m span 923 above 8 m up to 10 m span 924 7.5 tonne capacity 925 above 6 m upto 8 m span 926 above 8 m up to 10 m span 927 10 tonne capacity 928 above 6 m up to 8 m span 929 above 8 m up to 10 m span 930 square bar / rail 931 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 932 50 x 50 mm ( en 8 ) 933 40 x 40 mm ( en 8 ) 934 lightening arrester, ab switch, insulators ( m1058 ) 935 lightening arrestor 936 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 937 suitable for 11 kv supply, distribution class 938 suitable for 22 kv supply, distribution class 939 suitable for 33 kv supply, station class 940 disc insulator 941 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 942 suitable for 11kv line 943 suitable for 33kv line 944 pin insulator 945 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 946 suitable for 11kv line 947 suitable for 33kv line 948 air break switch without earth switch 949 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 950 suitable for 11kv line 951 rocking / tilting type 952 rotating type 953 suitable for 33kv line 954 rocking / tilting type 955 rotating type 956 air break switch with earth switch 957 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 958 suitable for 11kv line 959 rotating type 960 suitable for 33kv line 961 rotating type 962 drop out fuse ( channel mounted ) 963 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working currentup to 50 amp, capacity completeerected on provided cross arm, each set comprising 3 units 964 suitable for 11 kv line 965 suitable for 33 kv line 966 horn gap fuse ( channel mounted ) 967 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 968 suitable for 11 kv line 969 suitable for 33 kv line 970 transformer ( m1059 ) 971 power transformer ( with off load tap changer ) any isi mark 972 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 973 1. oil conservator with filling hole with cap and plain oil level gauge. 974 2. silica gel dehydrating breather charged with silica gel. 975 3. oil drain valve 976 4. oil filter valve 977 5. lifting eyes / hooks 978 6. two earthing terminals 979 7. diagram and rating plate 980 8. air vent 981 9. explosion vent 982 10. 100mm dia thermo meter with thermometer pocket 983 11. four bi directional plain roller. 984 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 985 63 kva ( no load loss 180w and load loss 1235w ) 986 100 kva ( no load loss 260w and load loss 1760w ) 987 160kva ( no load loss 260w and load loss 1760w ) 988 200kva ( no load loss 500w and load loss3000w ) 989 250kvaa ( no load loss 550w and load loss3600w ) 990 315kva ( no load loss 580w and load loss 4200w ) 991 400 kva ( no load loss 715w and load loss 5000w ) 992 500 kva ( no load loss 850w and load loss 5800w ) 993 630 kva ( no load loss 1000w and load loss 7000w ) 994 750 kva ( no load loss 1500w and load loss 8000w ) 995 power transformer ( with on load tap changer ) 996 supplyingoutdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by theresistance in winding after continuous run at full load rating, thetransformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provideseparateearthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 997 1. oil conservator with filling hole with cap and plain oil level gauge. 998 2. silica gel dehydrating breather charged with silica gel. 999 3. oil drain valve 1000 4. oil filter valve 1001 5. lifting eyes / hooks 1002 6. two earthing terminals 1003 7. diagram and rating plate 1004 8. air vent 1005 9. explosion vent 1006 10. 100mm dia thermo meter with thermometer pocket 1007 11. four bi directional plain roller. 1008 12. buchholz relay 1009 13. resistance temp. detector 1010 14. marshalling box 1011 15. automatic voltage regulator ( avr ) 1012 16. remote tap changing controller ( rtcc ) 1013 transformer 11000 / 433 volts withon load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1014 750 kva 1015 1000 kva 1016 1250 kva 1017 1600 kva 1018 2000 kva 1019 motors ( m1060 ) 1020 foot mounted motors tefc 1500 rpm 1021 supplyingfoot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1022 15 kw ( 20 hp ) 1023 18.5 kw ( 25 hp ) 1024 22 kw ( 30 hp ) 1025 30 kw ( 40 hp ) 1026 37 kw ( 50 hp ) 1027 45 kw ( 60 hp ) 1028 55 kw ( 75 hp ) 1029 75 kw ( 100 hp ) 1030 90 kw ( 120 hp ) 1031 110 kw ( 150 hp ) 1032 132kw ( 180hp ) 1033 160kw ( 215 hp ) 1034 250kw ( 335 hp ) 1035 foot mounted motor tefc 1500 rpm 1036 0.75 kw ( 1hp ) 1037 1.1 kw ( 1.5 hp ) 1038 1.5 kw ( 2 hp ) 1039 2.2 kw ( 3 hp ) 1040 3.7 kw ( 5 hp ) 1041 5.5 kw ( 7.5 hp ) 1042 7.5 kw ( 10 hp ) 1043 9.3 kw ( 12.5 hp ) 1044 11 kw ( 15 hp ) 1045 aluminium cable ( m1061 ) 1046 cable 1047 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1048 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1049 3 core 2.5 sq mm 1050 3 core 4 sq mm 1051 3 core 6 sq mm 1052 3 core 10 sq mm 1053 3 core 16 sq mm 1054 3 core 25 sq mm 1055 3 core 35 sq mm 1056 3 core 50 sq mm 1057 3 core 70 sq mm 1058 3 core 95 sq mm 1059 3 core 120 sq mm 1060 3 core 150 sq mm 1061 3 core 185 sq mm 1062 3 core 240 sq mm 1063 3 core 300 sq mm 1064 3 core 400 sq mm 1065 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1066 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1067 3.5 core 25 sq mm 1068 3.5 core 35 sq mm 1069 3.5 core 50 sq mm 1070 3.5 core 70 sq mm 1071 3.5 core 95 sq mm 1072 3.5 core 120 sq mm 1073 3.5 core 150 sq mm 1074 3.5 core 185 sq mm 1075 3.5 core 240 sq mm 1076 3.5 core 300 sq mm 1077 3.5 core 400 sq mm 1078 ht aluminium three core 3.3 kve cable xlpe insulated 1079 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1080 3 core 35 sq mm 1081 3 core 50 sq mm 1082 3 core 70 sq mm 1083 3 core 95 sq mm 1084 3 core 120 sq mm 1085 3 core150sq mm 1086 3 core 185 sq mm 1087 3 core 240sq mm 1088 3 core 300 sq mm 1089 3 core 400 sq mm 1090 ht aluminium three core 6.6 kv ( ue ) / 11kv ecable xlpe insulated 1091 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1092 3 core 35 sq mm 1093 3 core 50 sq mm 1094 3 core 70 sq mm 1095 3 core 95 sq mm 1096 3 core 120 sq mm 1097 3 core150sq mm 1098 3 core 185 sq mm 1099 3 core 240sq mm 1100 3 core 300 sq mm 1101 3 core 400 sq mm 1102 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1103 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1104 3 core 35 sq mm 1105 3 core 50 sq mm 1106 3 core 70 sq mm 1107 3 core 95 sq mm 1108 3 core 120 sq mm 1109 3 core150sq mm 1110 3 core 185 sq mm 1111 3 core 240sq mm 1112 3 core 300 sq mm 1113 3 core 400 sq mm 1114 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1115 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1116 3 core 4 sq mm 1117 3 core 6 sq mm 1118 3 core 10 sq mm 1119 3 core 16 sq mm 1120 3 core 25 sq mm 1121 3 core 35 sq mm 1122 3 core 50 sq mm 1123 3 core 70 sq mm 1124 3 core 95 sq mm 1125 3 core 120 sq mm 1126 3 core 150 sq mm 1127 3 core 185 sq mm 1128 3 core 240 sq mm 1129 3 core 300 sq mm 1130 3 core 400 sq mm 1131 copper cable ( m1062 ) 1132 cable 1133 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1134 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1135 3 core 1.5 sq mm 1136 3 core 2.5 sq mm 1137 3 core 4 sq mm 1138 3 core 6 sq mm 1139 3 core 10 sq mm 1140 3 core 16 sq mm 1141 3 core 25 sq mm 1142 3 core 35 sq mm 1143 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1144 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1145 3 core 1.5 sq mm 1146 3 core 2.5 sq mm 1147 3 core 4 sq mm 1148 3 core 6 sq mm 1149 3 core 10 sq mm 1150 3 core 16 sq mm 1151 3 core 25 sq mm 1152 3 core 35 sq mm 1153 3 core 50 sq mm 1154 3 core 70 sq mm 1155 3 core 95 sq mm 1156 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1157 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, completein an approved manner. 1158 3.5 core 1.5 sq mm 1159 3.5 core 2.5 sq mm 1160 3.5 core 4 sq mm 1161 3.5 core 6 sq mm 1162 3.5 core 10 sq mm 1163 3.5 core 16 sq mm 1164 3.5 core 25 sq mm 1165 3.5 core 35 sq mm 1166 3.5 core 50 sq mm 1167 3 .5 core 70 sq mm 1168 3.5 core 95 sq mm 1169 3.5 core 120 sq mm 1170 3 .5 core150sq mm 1171 3.5 core 185 sq mm 1172 3.5 core 240sq mm 1173 3.5 core 300 sq mm 1174 3.5 core 400 sq mm 1175 copper conductor 3.5 core xlpe / pvcunarmoured 1176 supplyingxlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1177 3.5core 25 sq mm 1178 3.5core 35 sq mm 1179 3.5 core 50 sq mm 1180 3.5 core 70 sq mm 1181 3.5 core 95 sq mm 1182 3.5 core 120 sq mm 1183 3.5 core150sq mm 1184 3.5 core 185 sq mm 1185 3.5 core 240sq mm 1186 3.5 core 300 sq mm 1187 3.5 core 400 sq mm 1188 copper conductor three core, xlpe / pvc insulated & armoured cable . 1189 supplyingxlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1190 3 core 1.5 sq mm 1191 3 core 2.5 sq mm 1192 3 core 4 sq mm 1193 3 core 6 sq mm 1194 3 core 10 sq mm 1195 3 core 16 sq mm 1196 3 core 25 sq mm 1197 3 core 35 sq mm 1198 3 core 50 sq mm 1199 3 core 70 sq mm 1200 3 core 95 sq mm 1201 3 core 120 sq mm 1202 3 core 150sq mm 1203 3core 185 sq mm 1204 3 core 240 sq mm 1205 3 core 300 sq mm 1206 3 core 400 sq mm 1207 foot valve ( m1063 ) 1208 foot valve 1209 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1210 flanged type 1211 50 mm 1212 65 mm 1213 80 mm 1214 100 mm 1215 125 mm 1216 150 mm 1217 aircircuit breaker ( m1064 ) 1218 acbbreaking capacity 50ka thermal magnetic manual draw out type 3 pole 1219 630a 1220 800a 1221 1000a 1222 1250a 1223 1600a 1224 2000a 1225 starter ( m1065 ) 1226 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1227 7.5 h.p. 1228 10 h.p. 1229 supplyingfully automatic star delta starter to operate induction motor working on415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1230 f.a.s.d starter 1231 10.0 h.p. 1232 15 h.p. 1233 20 h.p. 1234 25 h.p. 1235 35 h.p. 1236 40 hp 1237 50 hp 1238 75 h.p. 1239 100 h.p. 1240 125 h.p. 1241 150 h.p. 1242 250 h.p. 1243 servo controlled automatic voltage stabilizer ( m1066 ) 1244 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1245 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1246 20 kva air cooled 1247 25 kva air cooled 1248 30 kva air cooled 1249 40 kva air cooled 1250 50 kva oil cooled 1251 60 kva oil cooled 1252 75 kva oil cooled 1253 100 kva oil cooled 1254 125 kva oil cooled 1255 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1256 15 kva air cooled 1257 20 kva air cooled 1258 25 kva air cooled 1259 30 kva air cooled 1260 40 kva air cooled 1261 50kva air cooled 1262 60 kva oil cooled 1263 75kva oil cooled 1264 100 kva oil cooled 1265 125 kva oil cooled 1266 150 kva oil cooled 1267 200kva oil cooled 1268 250kva oil cooled 1269 300 kva oil cooled 1270 400 kva oil cooled 1271 termination kit ( m1067 ) 1272 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1273 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1274 25 50 mm2 1275 70 120 mm2 1276 150 185 mm2 1277 240 400 mm2 1278 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1279 25 50 mm2 1280 70 120 mm2 1281 150 185 mm2 1282 240 400 mm2 1283 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1284 25 50 mm2 1285 70 120 mm2 1286 150 185 mm2 1287 240 300 mm2 1288 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1289 25 50 mm2 1290 70 120 mm2 1291 150 185 mm2 1292 240 400 mm2 1293 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1294 25 50 mm2 1295 70 120 mm2 1296 150 185 mm2 1297 240 400 mm2 1298 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1299 25 50 mm2 1300 70 120 mm2 1301 150 185 mm2 1302 240 300 mm2 1303 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1304 25 50 mm2 1305 70 120 mm2 1306 150 185 mm2 1307 240 400 mm2 1308 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1309 25 50 mm2 1310 70 120 mm2 1311 150 185 mm2 1312 240 400 mm2 1313 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1314 25 50 mm2 1315 70 95 mm2 1316 120 150 mm2 1317 185 240 mm2 1318 300 400 mm2 1319 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1320 25 50 mm2 1321 70 95 mm2 1322 120 185 mm2 1323 240 400 mm2 1324 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1325 25 50 mm2 1326 70 95 mm2 1327 120 185 mm2 1328 240 400 mm2 1329 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1330 35 70 mm2 1331 95 150 mm2 1332 185 300 mm2 1333 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

32195809 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part , m079 polythene water storage tank of isi mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system , m193 gi pipe 50 mm dia ( tata or equivalent make ) , m337 jute , m922 g.m. ferrules , ( i ) 8 mm dia wt. not less than 400 gms , ( ii ) 10 mm dia wt. not less than 400 gms , ( iii ) 15 mm dia wt. not less than 400 gms , ( iv ) 20 mm dia wt. not less than 600 gms , ( v ) 25 mm dia wt. not less than 900 gms , m923 stop cocks , ( i ) 15 mm brass stop cock wt. not less than 300 gms , ( ii ) 20 mm brass stop cock wt. not less than 400 gms , ( iii ) 25 mm brass stop cock wt. not less than 575 gms , ( iv ) 32 mm brass stop cock wt. not less than 850 gms , ( v ) 40 mm brass stop cock wt. not less than 1.15 kg , ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg , ( vii ) 15 mm dia c.i. body brass working part stop cock. , ( viii ) 20 mm dia c.i. body brass working part stop cock. , ( ix ) 25 mm dia c.i. body brass working part stop cock. , m924 g.m. full way valve , ( i ) 15 mm dia wt. not less than 300 gms without wheel , ( ii ) 20 mm dia wt. not less than 400 gms without wheel , ( iii ) 25 mm dia wt. not less than 500 gms without wheel , ( iv ) 32 mm dia wt. not less than 700 gms without wheel , ( v ) 40 mm dia wt. not less than 1.0 kg without wheel , ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel , ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel , ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel , m925 g.m. non return valve vertical , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , m926 g.m. non return valve horizontal , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , m927 cocks , ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms , ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms , ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms , ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , ( vi ) 15 mm c.i. plug cock ordinary , ( vii ) 15 mm c.i. push cock ordinary , m928 chromium plated brass fittings , ( i ) c.p. shower rose 100 mm dia , ( ii ) c.p. shower rose 125 mm dia , ( iii ) p.v.c. shower rose 150 mm dia , ( iv ) p.v.c shower rose 125 mm dia , m929 connection pipe , ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , m930 g.i. fittings ( conforming to i.s. 1879 ) isi marked , [ a ] g.i. bend , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ b ] elbow of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ c ] tee plain of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ d ] reducing tee plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ e ] socket plain of the following size ( taking larger dimension ) , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ f ] reducing socket plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ g ] union socket of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ h ] plugs of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ i ] jam nuts of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ j ] g.i. nipple of the following sizes , ( i ) 15 mm dia x 100 mm long , ( ii ) 20 mm dia x 100 mm long , ( iii ) 25 mm dia x 100 mm long , ( iv ) 32mm dia x 100 mm long , ( v ) 40 mm dia x 100 mm long , ( vi ) 50 mm dia x 100 mm long , ( vii ) 65 mm dia x 100 mm long , ( viii ) 80 mm dia x 100 mm long , ( ix ) 100 mm dia x 100 mm long , [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality , ( i ) 15 mm dia , ( ii ) 20 mm dia , ( iii ) 25 mm dia , ( iv ) 32 mm dia , ( v ) 40 mm dia , ( vii ) 65 mm dia , m937 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make , m938 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket , m939 ( a ) 12.5 liters lowdown c.i. cistern , ( b ) 10.0 liters capacity p.v.c. low design cistern , m940 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make , ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , ( c ) black / white plastic seat for e.w.c do as above. , m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size , ( b ) do squatting small 450 mm x 350 mm , ( c ) do squatting large 600 mm x 350 mm , ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make , ( e ) partition plate for urinal 25 x 13 size , ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings , m942 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make , m943 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make , ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) , ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) , ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) , ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) , m953 pig lead , m954 yarn , m956 cotton waste , m957 asbestos suta ( gland packing ) , m958 solvent cement , m959 hydrocloric acid ( sepecific gravity 1.20 ) , spare parts of hand pump , m963 hexagonal bolt m12x1.75x40mm long common to marks ii & iii , m964 hexagonal nut m12x1.75mm , m965 washer m12 ( 2.5mm thick ) , m966 high tensile bolt m10x1.5x40mm long. , m967 nyloc nut m10x1.5mm , m968 handle axle ( stainless steel ) , m969 washer for handle axle ( 4mm thick ) , m970 ball bearing 6204 z , m971 spacer for handle. , m972 chain with coupling. , m973 hexagonal bolt for front cover m12x1.75mm long. , m974 nitrile rubber cup washer for mark – ii & iii , m975 nitrile sealing ring mark – ii , m976 nitrile rubber seating big for lower valve mark ii , m977 nitrile rubber seating small for upper valve mark ii. , m978 hexagonal rod coupling m12x1.75x50mm long. , m979 pump head assembly ( g.i. ) with front cover, bolt & third plate. , m980 front cover ( g.i. ) , m981 handle assembly ( g.i. ) , m982 ( a ) water tank assemblyfor mark – ii ( g.i. ) , m983 stand assembly ( g.i. ) normal. , m984 stand assembly ( telescopic ) ( g.i ) . , m985 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) , m986 a ) cylinder assembly complete set for mark ii , m987 a ) upper valve assembly complete set for india mark ii , m988 a ) lower valve assembly complete set for india mark ii , m989 reducer cap for cylinder mark ii , m990 a ) plunger rod ( s.s. ) for mark – ii , m991 upper valve guide ( g.m. ) . , m992 rubber seat retainer for mark ii , m993 third plate for head assembly ( galanized ) , m994 cylinder body with brass liner for im ii with reducer cap for top and bottom. , m995 gun metal spacer. , m996 check valve guide mark ii , m997 a ) check valve seat for mark – ii , m998 nitrile rubber “o” ring ( vlom 65 ) , m1000 check nut for push rod ( s.s. ) . , m1001 nitrile rubber cup washer for vlom 50 , m1003 nitrile rubber seating big for lower valve mk ii , m1022 s.s. hexagonal bolt m 6x25mm long. , m1021 brass liner , m1023 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. , m1024 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 , m1025 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specificationis 1239 ( part i ) / 2004 , m1030 rcc esr , designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 2, 50, 000 litres , cost of 2, 50, 000 litres capacity , add for capacity above 2, 50, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 4, 00, 000 litres , cost of 4, 00, 000 litres capacity , add for capacity above 4, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 7, 50, 000 litres , cost of 7, 50, 000 litres capacity , add for capacity above 7, 50, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , add for capacity above 10, 00, 000 upto 15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 upto 20, 00, 000 litres , cost of 20, 00, 000 litres capacity , m1031 rcc gsr and sump , designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , addforcapacityabove10, 00, 000upto15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , m1032 unconventionalwater treatment plant , designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . , note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. , unconventional water treatment plant , fixed cost for 1 mld , add for capacity above 1 mld upto 2 mld , cost of 2 mld treatment plant , add for capacity above 2 mld upto 3 mld , cost of 3 mld treatment plant , m1033 conventionalwater treatment plant , designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . , aeration fountain plan are a not less than 0.625 square metre per mld , ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) , flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. , flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. , clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. , rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. , filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. , wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. , wash water pumps capacity to fill water tank in 1 hour with 100% standby. , air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . , chemical house in two storeys , ground floor to accommodate 7 days alum requirement and sundry storage. , first floor to accommodate alum and lime tanks.etc. , solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. , pure water sump and sump house. , capacity of sump – one hour of designed flow. , pump house pump house of required size over the sump or by the side. , store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. , vacuum feed type chlorinators make tobe approved by mjp. , conforming to i.s. 10533 a part ii 1983 , rate for withdrawal , temperature kg. of chlorine discharge degree c per day ( cylinders ) , 45 67tonnes , 10 6.359.50 110 , 15 10.75 16.10130 , 20 14.50 21.24254 , 27&above18.70 28.12315 , chlorinator equipment and container room to conform to i.s. 10553 part i 1983. , 100% standby shall be provided. , by pass arrangements c.i. or m.s. pipes. , disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe , for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete , drainage arrangements – rcc pipes up to plot boundary. , electrical installation – both internal and external including entire plant area. , laboratory equipment –as per requirement ( to be specified during tendering ) . , sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. , administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. , rates given below are inclusive of up lift pressure if any and dewatering during entire work. , all pipes condutes channels with20%overloading , these rates are applicable for seismic zones 2, 3 and 4. , all rcc structures shall be constructed in m 300. , note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . , conventional water treatment plant , above3 mld to upto 5 mld , cost of 5 mld treatment plant , add for capacity above 5mld upto 10 mld , cost of 10 mld treatment plant , add for capacity above 10 mld upto20 mld , cost of 20 mld treatment plant , add for capacity above 20 mld upto 50 mld , cost of 50 mld treatment plant , add for capacityabove 50 mld upto 100 mld , cost of 100 mld treatment plant , add for capacity above 100 mld , m1034 gpt / hygpt :drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) , 300 mm dia for gpt , 400 mm dia for hygpt , 600 mm dia for hygpt , m1035 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) , from 0 50 meter , from 51 125 meter , m1037 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) , drillig upto 30 mtr depth below g. l. in rural area , drilling beyond 31 mtr upto 60 mtr below g. l. in rural area , m1038 trenchless , installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , from 900 mm to 1000 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , from 1000 mm to 1200 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 1200 mm to 1500 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , m1039 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , m1041 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . , m1042 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . , m1043 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . , m1044 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . , m1045 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . , m1046 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . , m1047 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . , m1048 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . , m1049 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . , m1050 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . , m1051 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . , m1052 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . , m1053 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . , m1054 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. , 0.2 mld , 0.3 mld , 0.4 mld , 0.5 mld , 0.6 mld , m1055 pumps , supplying100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. , submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages , 1 h.p. , 1.5hp , 2 hp , 2.5 hp , 3.0 hp , 4.0 hp , 5.0 hp , supply rate should be increased by rs 200 / per stage for pump with more than 20 stages , submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages , 1.5 hp , 2.0 hp , 3.0 hp , 4.0 hp , 5.0 hp , 6.0 hp , 7.5 hp , supply rate should be increased by rs 600 / per stage for pump with more than 8 stages , submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages , 8.0 hp , 9.0 hp , 10.0 hp , 11.0 hp , 12.5 hp , 15.0 hp , supply rate should be increased by rs 600 / per stage for pump with more than 12 stages , submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages , 17.5 hp , 20.0 hp , 25 hp , 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. , for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. , 2 ) for 150 mm dia energy efficient pumps add as below , a. up to 8 stages : 3% on supply rate , b. up to 12 stages : 4% on supply rate , c. up to 15 stages : 5% on supply rate , m1056 pressure gauge , providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint , pressure gauge ( 100 mm dia ) , pressure gauge ( 150 mm dia ) , vacuum / combination gauge , supplyingvacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. , vacuum / combination gauge – 100 mm dia , vacuum / combination gauge – 150 mm dia , m1057 lifting equipment , chain pulley block , supplyingtriple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. , 1 tonne capacity , 2 tonne capacity , 3 tonne capacity , hand operated circular or rectangular travelling crane ( single girder ) , supplyingsingle girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. , 3 tonne capacity , up to 5 m span , above 5 m up to 6 m span , above 6 m up to 8 m span , 5 tonne capacity , up to 5 m span , above 5 m up to 6 m span , above 6 m up to 8 m span , above 8 m up to 10 m span , electric operated circular or rectangular travelling crane ( single girder ) , supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. , 5 tonne capacity , above 6 m up to 8 m span , above 8 m up to 10 m span , 7.5 tonne capacity , above 6 m upto 8 m span , above 8 m up to 10 m span , 10 tonne capacity , above 6 m up to 8 m span , above 8 m up to 10 m span , square bar / rail , providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. , 50 x 50 mm ( en 8 ) , 40 x 40 mm ( en 8 ) ...

Drinking Water And Sanitation Department - Jharkhand

32174920 e quotation for rate of materials for schedule of rate jharkhand polytene water storage tank of mark ( e.g. sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 hdpe pipe 75mm dia 3 hdpe pipe 90mm dia 4 gi pipe 50mm dia ( tata or equivalent make ) 5 jute 6 g.m. ferrules 7 ( i ) 8 mm dia wt. not less than 400 gms 8 ( ii ) 10 mm dia wt. not less than 400 gms 9 ( iii ) 15 mm dia wt. not less than 400 gms 10 ( iv ) 20 mm dia wt. not less than 600 gms 11 ( v ) 25 mm dia wt. not less than 900 gms 12 stop cocks 13 ( i ) 15 mm brass stop cock wt. not less than 300 gms 14 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 15 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 16 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 17 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 18 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 19 ( vii ) 15 mm dia c.i. body brass working part stop cock. 20 ( viii ) 20 mm dia c.i. body brass working part stop cock. 21 ( ix ) 25 mm dia c.i. body brass working part stop cock. 22 g.m. full way valve 23 ( i ) 15 mm dia wt. not less than 300 gms without wheel 24 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 25 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 26 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 27 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 28 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 29 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 30 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 31 g.m. non return valve verticle 32 ( i ) 15 mm dia wt. not less than 150 gms 33 ( ii ) 20 mm dia wt. not less than 250 gms 34 ( iii ) 25 mm dia wt. not less than 375 gms 35 ( iv ) 32 mm dia wt. not less than 600 gms 36 ( v ) 40 mm dia wt. not less than 700 gms 37 ( vi ) 50 mm dia wt. not less than 1.0 kg 38 ( vii ) 65 mm dia wt. not less than 1.20 kg 39 ( viii ) 80 mm dia wt. not less than 1.50 kg 40 ( ix ) 100 mm dia wt. not less than 1.80 kg 41 g.m. non return valve horizontal 42 ( i ) 15 mm dia wt. not less than 150 gms 43 ( ii ) 20 mm dia wt. not less than 250 gms 44 ( iii ) 25 mm dia wt. not less than 375 gms 45 ( iv ) 32 mm dia wt. not less than 600 gms 46 ( v ) 40 mm dia wt. not less than 700 gms 47 ( vi ) 50 mm dia wt. not less than 1.0 kg 48 ( vii ) 65 mm dia wt. not less than 1.20 kg 49 ( viii ) 80 mm dia wt. not less than 1.50 kg 50 ( ix ) 100 mm dia wt. not less than 1.80 kg 51 cocks 52 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 53 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 54 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 55 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 56 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 57 ( vi ) 15 mm c.i. plug cock ordinary 58 ( vii ) 15 mm c.i. push cock ordinary 59 chromium plated brass fittings 60 ( i ) c.p. shower rose 100 mm dia 61 ( ii ) c.p. shower rose 125 mm dia 62 ( iii ) p.v.c. shower rose 150 mm dia 63 ( iv ) p.v.c shower rose 125 mm dia 64 connection pipe 65 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 66 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 67 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 68 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 69 g.i. fittings ( conforming to i.s. 1879 ) isi marked 70 [ a ] g.i. bend 71 ( i ) 15 mm 72 ( ii ) 20 mm 73 ( iii ) 25 mm 74 ( iv ) 32 mm 75 ( v ) 40 mm 76 ( vi ) 50 mm 77 ( vii ) 65 mm 78 ( viii ) 80 mm 79 ( ix ) 100 mm 80 ( x ) 125 mm 81 ( xi ) 150 mm 82 [ b ] elbow of the following sizes 83 ( i ) 15 mm 84 ( ii ) 20 mm 85 ( iii ) 25 mm 86 ( iv ) 32 mm 87 ( v ) 40 mm 88 ( vi ) 50 mm 89 ( vii ) 65 mm 90 ( viii ) 80 mm 91 ( ix ) 100 mm 92 ( x ) 125 mm 93 ( xi ) 150 mm 94 [ c ] tee plain of the following sizes 95 ( i ) 15 mm 96 ( ii ) 20 mm 97 ( iii ) 25 mm 98 ( iv ) 32 mm 99 ( v ) 40 mm 100 ( vi ) 50 mm 101 ( vii ) 65 mm 102 ( viii ) 80 mm 103 ( ix ) 100 mm 104 ( x ) 125 mm 105 ( xi ) 150 mm 106 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 107 ( i ) 20 mm 108 ( ii ) 25 mm 109 ( iii ) 32 mm 110 ( iv ) 40 mm 111 ( v ) 50 mm 112 ( vi ) 65 mm 113 ( vii ) 80 mm 114 ( viii ) 100 mm 115 ( ix ) 125 mm 116 ( x ) 150 mm 117 [ e ] socket plain of the following size ( taking larger dimension ) 118 ( i ) 15 mm 119 ( ii ) 20 mm 120 ( iii ) 25 mm 121 ( iv ) 32 mm 122 ( v ) 40 mm 123 ( vi ) 50 mm 124 ( vii ) 65 mm 125 ( viii ) 80 mm 126 ( ix ) 100 mm 127 ( x ) 125 mm 128 ( xi ) 150 mm 129 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 130 ( i ) 20 mm 131 ( ii ) 25 mm 132 ( iii ) 32 mm 133 ( iv ) 40 mm 134 ( v ) 50 mm 135 ( vi ) 65 mm 136 ( vii ) 80 mm 137 ( viii ) 100 mm 138 ( ix ) 125 mm 139 ( x ) 150 mm 140 [ g ] union socket of the following sizes 141 ( i ) 15 mm 142 ( ii ) 20 mm 143 ( iii ) 25 mm 144 ( iv ) 32 mm 145 ( v ) 40 mm 146 ( vi ) 50 mm 147 ( vii ) 65 mm 148 ( viii ) 80 mm 149 ( ix ) 100 mm 150 ( x ) 125 mm 151 ( xi ) 150 mm 152 [ h ] plugs of the following sizes 153 ( i ) 15 mm 154 ( ii ) 20 mm 155 ( iii ) 25 mm 156 ( iv ) 32 mm 157 ( v ) 40 mm 158 ( vi ) 50 mm 159 ( vii ) 65 mm 160 ( viii ) 80 mm 161 ( ix ) 100 mm 162 ( x ) 125 mm 163 ( xi ) 150 mm 164 [ i ] jam nuts of the following sizes 165 ( i ) 15 mm 166 ( ii ) 20 mm 167 ( iii ) 25 mm 168 ( iv ) 32 mm 169 ( v ) 40 mm 170 ( vi ) 50 mm 171 ( vii ) 65 mm 172 ( viii ) 80 mm 173 ( ix ) 100 mm 174 ( x ) 125 mm 175 ( xi ) 150 mm 176 [ j ] g.i. nipple of the following sizes 177 ( i ) 15 mm dia x 100 mm long 178 ( ii ) 20 mm dia x 100 mm long 179 ( iii ) 25 mm dia x 100 mm long 180 ( iv ) 32mm dia x 100 mm long 181 ( v ) 40 mm dia x 100 mm long 182 ( vi ) 50 mm dia x 100 mm long 183 ( vii ) 65 mm dia x 100 mm long 184 ( viii ) 80 mm dia x 100 mm long 185 ( ix ) 100 mm dia x 100 mm long 186 [ k ] g.i. pipes midium ( tata mark ) or equivalent 187 ( i ) 15 mm dia 188 ( ii ) 20 mm dia 189 ( iii ) 25 mm dia 190 ( iv ) 32 mm dia 191 ( v ) 40 mm dia 192 ( vi ) 65 mm dia 193 mirrors 194 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 195 ( b ) do 450 mm x 300 mm do 196 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 197 ( b ) do 450 mm x 125 mm do 198 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 199 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 200 c.p. brass soap dish medium quality with screw andhinges etc. 201 c.p. liquid soap solution holder 202 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make 203 ( a ) 580 mm long 204 ( b ) 510 mm long 205 ( c ) 450 mm long 206 ( d ) 510 mm long white glazed fiber i.w.c 207 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 208 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 209 ( a ) 12.5 liters lowdown c.i. cistern 210 ( b ) 10.0 liters capacity p.v.c. low design cistern 211 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make 212 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 213 ( c ) black / white plastic seat for e.w.c do as above. 214 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 215 ( b ) do squatting small 450 mm x 350 mm 216 ( c ) do squatting large 600 mm x 350 mm 217 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 218 ( e ) partition plate for urinal 25 x 13 size 219 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 220 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make 221 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make 222 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 223 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 224 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 225 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 226 drain board 227 ( a ) 600 mm x 450 mm ( 24 x 18 ) 228 ( b ) 525 mm x 450 mm ( 21 x 18 ) 229 h.c.i. pipes 230 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 231 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 232 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 233 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 234 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 235 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 236 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 237 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 238 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 239 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 240 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 241 ( l ) 150 mm dia single socket 3 0 with ear 242 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 243 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 244 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 245 ( p ) 150 mm dia single socket 2 0 with ear 246 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 247 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 248 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 249 ( t ) 150 mm dia single socket 250 h.c.i. fittings. 251 ( i ) plain bend of following size 252 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 253 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 254 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 255 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 256 ( ii ) bend with door with following size 257 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 258 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 259 ( c ) 100 mm dia do 5.5 kg 260 ( d ) 150 mm dia do 261 ( iii ) single junction with door of followings sizes. 262 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 263 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 264 ( c ) 100 mm dia do 9.50 kg 265 ( d ) 150 mm dia do 266 ( iv ) double junction with door of following sizes. 267 ( a ) 50 mm dia do 4.5 kg 268 ( b ) 80 mm dia do 7.00 kg 269 ( c ) 100 mm dia do 13.00 kg 270 ( d ) 150 mm dia do 271 ( v ) heel rest bend of following sizes 272 ( a ) 50 mm dia 273 ( b ) 80 mm dia 274 ( c ) 100 mm dia 275 ( d ) 150 mm dia 276 ( vi ) cowel of following sizes 277 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 278 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 279 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 280 ( d ) 150 mm dia do 281 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 282 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 283 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 284 ( x ) pass over 50 mm x 150 mm for 50 mm projection 285 ( xi ) do 100 mm x 150 mm for 100 mm projection 286 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 287 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 288 ( xiv ) h.c.i. offset 80 mm projection of the following size 289 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 290 ( b ) 80 mm dia do 3.50 kg 291 ( c ) 100 mm dia do 5.00 kg 292 ( d ) 150 mm dia do 293 ( xv ) h.c.i. socket of following sizes 294 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 295 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 296 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 297 ( d ) 150 mm dia ( weight without ear ) do 298 c.i. cover with frame for manhole and inspection chamber 299 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 300 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 301 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 302 c.i. bracket pair for w.h.b 303 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 304 ( b ) do for 12.5 liter cistern 305 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 306 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 307 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 308 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 309 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 310 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 311 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b 312 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 313 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 314 rubber inserttion 3 mm ( 1 / 8 ) thick 315 pig lead 316 yarn 317 rubber gasket for c.i pipe of good quality 318 ( a ) 80 mm 319 ( b ) 100 mm 320 ( c ) 125 mm 321 ( d ) 150 mm 322 ( e ) 200 mm 323 ( f ) 250 mm 324 ( g ) 300 mm 325 ( h ) 350 mm 326 ( i ) 400 mm 327 ( j ) 450 mm 328 ( k ) 500 mm 329 ( l ) 600 mm 330 ( m ) 700 mm 331 ( n ) 750 mm 332 ( o ) 800 mm 333 ( p ) 900 mm 334 ( q ) 1000 mm 335 ( r ) 1200 mm 336 cotton waste 337 asbestos suta ( gland packing ) 338 solvent cement 339 hydrocloric acid ( sepecific gravity 1.20 ) 340 cp & pvc fitting 341 ( i ) 32 mm dia c.p. waste 342 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 343 ( iii ) 40 mm dia c.p. waste 344 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 345 ( v 100 mm dia steel jali 346 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 347 ( vii ) 50 mm dia pvc pipe with coupling 348 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) 349 ( i ) pillar cock ( isi ) 350 ( ii ) pillar cock ( long neck ) 351 ( iii ) bib cock ( isi ) 352 ( iv ) bib cock ( long thread ) 353 ( v ) angular stop cock 354 ( vi ) angular stop cock ( long thread ) 355 ( vii ) concealed stop cock reduce ( isi ) 356 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 357 ( ix ) long body bib cock 358 ( x ) swan neck tap with left hand operating knob 359 ( xi ) central hole basin mixer ( best quality ) 360 ( xii ) wall mixer with telephonic shower arrangement 361 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 362 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 363 ( xv ) sink mixer with swinging casted spout 364 ( xvi ) sink cock with swinging casted spout 365 ( xvii ) 4 way diverter for concealed fittings 366 ( xviii ) pressure adjustable shower with revolving joint 367 ( xix ) telephone shower with flexible pipe 368 ( xx ) flush cock with wall flange ( 25 mm ) 369 ( xxi ) towel rail 24 370 ( xxii ) towel ring 371 ( xxiii ) soap dish 372 ( xxiv ) tumbler holder 373 ( xxv ) toilet paper holder 374 ( xxvi ) glass shelf 22 375 ( xxvii ) corner glass shelf with bracket 376 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 377 c.i special & pvc pipes 378 1. c.i double shocketted fittings bend such as bend, tee, taper, 379 ( a ) 80 200 mm 380 ( b ) 250 700 mm 381 ( c ) 700 1000 mm 382 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 383 ( a ) 80 200 mm 384 ( b ) 250 700 mm 385 ( c ) 700 1000 mm...

Drinking Water And Sanitation Department - Jharkhand

32013759 e quotation for rate of materials for schedule of rate jharkhand 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) 2 gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) 3 jute ( m337 ) 4 g.m. ferrules ( m922 ) 5 ( i ) 8 mm dia wt. not less than 400 gms 6 ( ii ) 10 mm dia wt. not less than 400 gms 7 ( iii ) 15 mm dia wt. not less than 400 gms 8 ( iv ) 20 mm dia wt. not less than 600 gms 9 ( v ) 25 mm dia wt. not less than 900 gms 10 stop cocks ( m923 ) 11 ( i ) 15 mm brass stop cock wt. not less than 300 gms 12 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 13 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 14 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 15 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 16 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 17 ( vii ) 15 mm dia c.i. body brass working part stop cock. 18 ( viii ) 20 mm dia c.i. body brass working part stop cock. 19 ( ix ) 25 mm dia c.i. body brass working part stop cock. 20 g.m. full way valve ( m924 ) 21 ( i ) 15 mm dia wt. not less than 300 gms without wheel 22 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 23 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 24 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 25 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 26 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 27 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 28 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 29 g.m. non return valve verticle ( m925 ) 30 ( i ) 15 mm dia wt. not less than 150 gms 31 ( ii ) 20 mm dia wt. not less than 250 gms 32 ( iii ) 25 mm dia wt. not less than 375 gms 33 ( iv ) 32 mm dia wt. not less than 600 gms 34 ( v ) 40 mm dia wt. not less than 700 gms 35 ( vi ) 50 mm dia wt. not less than 1.0 kg 36 ( vii ) 65 mm dia wt. not less than 1.20 kg 37 ( viii ) 80 mm dia wt. not less than 1.50 kg 38 ( ix ) 100 mm dia wt. not less than 1.80 kg 39 g.m. non return valve horizontal ( m926 ) 40 ( i ) 15 mm dia wt. not less than 150 gms 41 ( ii ) 20 mm dia wt. not less than 250 gms 42 ( iii ) 25 mm dia wt. not less than 375 gms 43 ( iv ) 32 mm dia wt. not less than 600 gms 44 ( v ) 40 mm dia wt. not less than 700 gms 45 ( vi ) 50 mm dia wt. not less than 1.0 kg 46 ( vii ) 65 mm dia wt. not less than 1.20 kg 47 ( viii ) 80 mm dia wt. not less than 1.50 kg 48 ( ix ) 100 mm dia wt. not less than 1.80 kg 49 cocks ( m927 ) 50 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 51 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 52 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 53 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 54 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 55 ( vi ) 15 mm c.i. plug cock ordinary 56 ( vii ) 15 mm c.i. push cock ordinary 57 chromium plated brass fittings ( m928 ) 58 ( i ) c.p. shower rose 100 mm dia 59 ( ii ) c.p. shower rose 125 mm dia 60 ( iii ) p.v.c. shower rose 150 mm dia 61 ( iv ) p.v.c shower rose 125 mm dia 62 connection pipe ( m929 ) 63 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 64 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 65 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 66 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. 67 g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) 68 [ a ] g.i. bend 69 ( i ) 15 mm 70 ( ii ) 20 mm 71 ( iii ) 25 mm 72 ( iv ) 32 mm 73 ( v ) 40 mm 74 ( vi ) 50 mm 75 ( vii ) 65 mm 76 ( viii ) 80 mm 77 ( ix ) 100 mm 78 ( x ) 125 mm 79 ( xi ) 150 mm 80 [ b ] elbow of the following sizes 81 ( i ) 15 mm 82 ( ii ) 20 mm 83 ( iii ) 25 mm 84 ( iv ) 32 mm 85 ( v ) 40 mm 86 ( vi ) 50 mm 87 ( vii ) 65 mm 88 ( viii ) 80 mm 89 ( ix ) 100 mm 90 ( x ) 125 mm 91 ( xi ) 150 mm 92 [ c ] tee plain of the following sizes 93 ( i ) 15 mm 94 ( ii ) 20 mm 95 ( iii ) 25 mm 96 ( iv ) 32 mm 97 ( v ) 40 mm 98 ( vi ) 50 mm 99 ( vii ) 65 mm 100 ( viii ) 80 mm 101 ( ix ) 100 mm 102 ( x ) 125 mm 103 ( xi ) 150 mm 104 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 105 ( i ) 20 mm 106 ( ii ) 25 mm 107 ( iii ) 32 mm 108 ( iv ) 40 mm 109 ( v ) 50 mm 110 ( vi ) 65 mm 111 ( vii ) 80 mm 112 ( viii ) 100 mm 113 ( ix ) 125 mm 114 ( x ) 150 mm 115 [ e ] socket plain of the following size ( taking larger dimension ) 116 ( i ) 15 mm 117 ( ii ) 20 mm 118 ( iii ) 25 mm 119 ( iv ) 32 mm 120 ( v ) 40 mm 121 ( vi ) 50 mm 122 ( vii ) 65 mm 123 ( viii ) 80 mm 124 ( ix ) 100 mm 125 ( x ) 125 mm 126 ( xi ) 150 mm 127 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 128 ( i ) 20 mm 129 ( ii ) 25 mm 130 ( iii ) 32 mm 131 ( iv ) 40 mm 132 ( v ) 50 mm 133 ( vi ) 65 mm 134 ( vii ) 80 mm 135 ( viii ) 100 mm 136 ( ix ) 125 mm 137 ( x ) 150 mm 138 [ g ] union socket of the following sizes 139 ( i ) 15 mm 140 ( ii ) 20 mm 141 ( iii ) 25 mm 142 ( iv ) 32 mm 143 ( v ) 40 mm 144 ( vi ) 50 mm 145 ( vii ) 65 mm 146 ( viii ) 80 mm 147 ( ix ) 100 mm 148 ( x ) 125 mm 149 ( xi ) 150 mm 150 [ h ] plugs of the following sizes 151 ( i ) 15 mm 152 ( ii ) 20 mm 153 ( iii ) 25 mm 154 ( iv ) 32 mm 155 ( v ) 40 mm 156 ( vi ) 50 mm 157 ( vii ) 65 mm 158 ( viii ) 80 mm 159 ( ix ) 100 mm 160 ( x ) 125 mm 161 ( xi ) 150 mm 162 [ i ] jam nuts of the following sizes 163 ( i ) 15 mm 164 ( ii ) 20 mm 165 ( iii ) 25 mm 166 ( iv ) 32 mm 167 ( v ) 40 mm 168 ( vi ) 50 mm 169 ( vii ) 65 mm 170 ( viii ) 80 mm 171 ( ix ) 100 mm 172 ( x ) 125 mm 173 ( xi ) 150 mm 174 [ j ] g.i. nipple of the following sizes 175 ( i ) 15 mm dia x 100 mm long 176 ( ii ) 20 mm dia x 100 mm long 177 ( iii ) 25 mm dia x 100 mm long 178 ( iv ) 32mm dia x 100 mm long 179 ( v ) 40 mm dia x 100 mm long 180 ( vi ) 50 mm dia x 100 mm long 181 ( vii ) 65 mm dia x 100 mm long 182 ( viii ) 80 mm dia x 100 mm long 183 ( ix ) 100 mm dia x 100 mm long 184 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 185 ( i ) 15 mm dia 186 ( ii ) 20 mm dia 187 ( iii ) 25 mm dia 188 ( iv ) 32 mm dia 189 ( v ) 40 mm dia 190 ( vii ) 65 mm dia 191 mirrors ( m931 ) 192 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror 193 ( b ) do 450 mm x 300 mm do 194 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) 195 ( b ) do 450 mm x 125 mm do 196 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) 197 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 198 c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) 199 c.p. liquid soap solution holder ( m935 ) 200 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) 201 ( a ) 580 mm long 202 ( b ) 510 mm long 203 ( c ) 450 mm long 204 ( d ) 510 mm long white glazed fiber i.w.c 205 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) 206 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) 207 ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) 208 ( b ) 10.0 liters capacity p.v.c. low design cistern 209 ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) 210 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 211 ( c ) black / white plastic seat for e.w.c do as above. 212 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) 213 ( b ) do squatting small 450 mm x 350 mm 214 ( c ) do squatting large 600 mm x 350 mm 215 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 216 ( e ) partition plate for urinal 25 x 13 size 217 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 218 white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) 219 white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) 220 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 221 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 222 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 223 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 224 drain board. ( m944 ) 225 ( a ) 600 mm x 450 mm ( 24 x 18 ) 226 ( b ) 525 mm x 450 mm ( 21 x 18 ) 227 h.c.i. pipes ( m945 ) 228 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 229 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 230 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 231 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 232 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 233 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 234 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 235 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 236 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 237 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 238 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 239 ( l ) 150 mm dia single socket 3 0 with ear 240 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 241 ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) 242 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 243 ( p ) 150 mm dia single socket 2 0 with ear 244 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 245 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 246 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 247 ( t ) 150 mm dia single socket 248 h.c.i. fittings. ( m946 ) 249 ( i ) plain bend of following size 250 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 251 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 252 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 253 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 254 ( ii ) bend with door with following size 255 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 256 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 257 ( c ) 100 mm dia do 5.5 kg 258 ( d ) 150 mm dia do 259 ( iii ) single junction with door of followings sizes. 260 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 261 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 262 ( c ) 100 mm dia do 9.50 kg 263 ( d ) 150 mm dia do 264 ( iv ) double junction with door of following sizes. 265 ( a ) 50 mm dia do 4.5 kg 266 ( b ) 80 mm dia do 7.00 kg 267 ( c ) 100 mm dia do 13.00 kg 268 ( d ) 150 mm dia do 269 ( v ) heel rest bend of following sizes 270 ( a ) 50 mm dia 271 ( b ) 80 mm dia 272 ( c ) 100 mm dia 273 ( d ) 150 mm dia 274 ( vi ) cowel of following sizes 275 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 276 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 277 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 278 ( d ) 150 mm dia do 279 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 280 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 281 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 282 ( x ) pass over 50 mm x 150 mm for 50 mm projection 283 ( xi ) do 100 mm x 150 mm for 100 mm projection 284 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 285 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 286 ( xiv ) h.c.i. offset 80 mm projection of the following size 287 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 288 ( b ) 80 mm dia do 3.50 kg 289 ( c ) 100 mm dia do 5.00 kg 290 ( d ) 150 mm dia do 291 ( xv ) h.c.i. socket of following sizes 292 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 293 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 294 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 295 ( d ) 150 mm dia ( weight without ear ) do 296 c.i. cover with frame for manhole and inspection chamber. ( m947 ) 297 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 298 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 299 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 300 c.i. bracket pair for w.h.b. ( m948 ) 301 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 302 ( b ) do for 12.5 liter cistern 303 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 304 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 305 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) 306 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 307 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 308 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 309 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) 310 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 311 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) 312 rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) 313 pig lead ( m953 ) 314 yarn ( m954 ) 315 rubber gasket for c.i pipe of good quality ( m955 ) 316 ( a ) 80 mm 317 ( b ) 100 mm 318 ( c ) 125 mm 319 ( d ) 150 mm 320 ( e ) 200 mm 321 ( f ) 250 mm 322 ( g ) 300 mm 323 ( h ) 350 mm 324 ( i ) 400 mm 325 ( j ) 450 mm 326 ( k ) 500 mm 327 ( l ) 600 mm 328 ( m ) 700 mm 329 ( n ) 750 mm 330 ( o ) 800 mm 331 ( p ) 900 mm 332 ( q ) 1000 mm 333 ( r ) 1200 mm 334 cotton waste ( m956 ) 335 asbestos suta ( gland packing ) ( m957 ) 336 solvent cement ( m958 ) 337 hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) 338 cp & pvc fitting ( m960 ) 339 ( i ) 32 mm dia c.p. waste 340 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 341 ( iii ) 40 mm dia c.p. waste 342 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 343 ( v 100 mm dia steel jali 344 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 345 ( vii ) 50 mm dia pvc pipe with coupling 346 special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) 347 ( i ) pillar cock ( isi ) 348 ( ii ) pillar cock ( long neck ) 349 ( iii ) bib cock ( isi ) 350 ( iv ) bib cock ( long thread ) 351 ( v ) angular stop cock 352 ( vi ) angular stop cock ( long thread ) 353 ( vii ) concealed stop cock reduce ( isi ) 354 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 355 ( ix ) long body bib cock 356 ( x ) swan neck tap with left hand operating knob 357 ( xi ) central hole basin mixer ( best quality ) 358 ( xii ) wall mixer with telephonic shower arrangement 359 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 360 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 361 ( xv ) sink mixer with swinging casted spout 362 ( xvi ) sink cock with swinging casted spout 363 ( xvii ) 4 way diverter for concealed fittings 364 ( xviii ) pressure adjustable shower with revolving joint 365 ( xix ) telephone shower with flexible pipe 366 ( xx ) flush cock with wall flange ( 25 mm ) 367 ( xxi ) towel rail 24 368 ( xxii ) towel ring 369 ( xxiii ) soap dish 370 ( xxiv ) tumbler holder 371 ( xxv ) toilet paper holder 372 ( xxvi ) glass shelf 22 373 ( xxvii ) corner glass shelf with bracket 374 ( xxviii ) flush valve complete with 32 mm size controlcock & flange 375 c.i special & pvc pipes ( m962 ) 376 1. c.i double shocketted fittings bend such as bend, tee, taper, 377 ( a ) 80 200 mm 378 ( b ) 250 700 mm 379 ( c ) 700 1000 mm 380 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 381 ( a ) 80 200 mm 382 ( b ) 250 700 mm 383 ( c ) 700 1000 mm 384 spare parts of hand pump 385 hexagonal bolt m12x1.75x40mm long common to marks ii & iii ( m963 ) 386 hexagonal nut m12x1.75mm ( m964 ) 387 washer m12 ( 2.5mm thick ) ( m965 ) 388 high tensile bolt m10x1.5x40mm long. ( m966 ) 389 nyloc nut m10x1.5mm ( m967 ) 390 handle axle ( stainless steel ) ( m968 ) 391 washer for handle axle ( 4mm thick ) ( m969 ) 392 ball bearing 6204 z ( m970 ) 393 spacer for handle. ( m971 ) 394 chain with coupling. ( m972 ) 395 hexagonal bolt for front cover m12x1.75mm long. ( m973 ) 396 nitrile rubber cup washer for mark – ii & iii ( m974 ) 397 nitrile sealing ring mark – ii ( m975 ) 398 nitrile rubber seating big for lower valve mark ii ( m976 ) 399 nitrile rubber seating small for upper valve mark ii. ( m977 ) 400 hexagonal rod coupling m12x1.75x50mm long. ( m978 ) 401 pump head assembly ( g.i. ) with front cover, bolt & third plate. ( m979 ) 402 front cover ( g.i. ) ( m980 ) 403 handle assembly ( g.i. ) ( m981 ) 404 ( a ) water tank assemblyfor mark – ii ( g.i. ) ( m982 ) 405 ( b ) water tank assembly for mark – iii ( vlom 65 ) 406 stand assembly ( g.i. ) normal. ( m983 ) 407 stand assembly ( telescopic ) ( g.i ) . ( m984 ) 408 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) ( m985 ) 409 a ) cylinder assembly complete set for mark ii ( m986 ) 410 b ) cylinder assembly complete set for mark iii ( vlom 65 ) 411 a ) upper valve assembly complete set for india mark ii ( m987 ) 412 b ) upper valve assembly complete set for india mark iii ( vlom 65 ) 413 a ) lower valve assembly complete set for india mark ii ( m988 ) 414 b ) lower valve assembly complete set for im iii 415 reducer cap for cylinder mark ii ( m989 ) 416 a ) plunger rod ( s.s. ) for mark – ii ( m990 ) 417 b ) plunger rod ( s.s. ) for mark – iii 418 upper valve guide ( g.m. ) . ( m991 ) 419 rubber seat retainer for mark ii ( m992 ) 420 third plate for head assembly ( galanized ) ( m993 ) 421 cylinder body with brass liner for im ii with reducer cap for top and bottom. ( m994 ) 422 gun metal spacer. ( m995 ) 423 check valve guide mark ii ( m996 ) 424 a ) check valve seat for mark – ii ( m997 ) 425 b ) check valve seat for mark – iii 426 nitrile rubber “o” ring ( vlom 65 ) ( m998 ) 427 push rod for mark – iii ( s.s ) . ( m999 ) 428 check nut for push rod ( s.s. ) . ( m1000 ) 429 nitrile rubber cup washer for vlom 50 ( m1001 ) 430 nitrile rubber sealing ring for mark – iii vlom 65 ( m1002 ) 431 nitrile rubber seating big for lower valve mk ii ( m1003 ) 432 nitrile rubber seating big for lower valve m iii vlom 65 ) ( m1004 ) 433 nitrile rubber bobbin vlom 50 ( m1005 ) 434 nitrile rubber “o” ring vlom 50 ( m1006 ) 435 nitrile rubber cone for vlom 50 ( m1007 ) 436 nitrile rubber cone for vlom 65 ( m1008 ) 437 nitrile rubber centralizer 150mm for ( vlom 65 ) . ( m1009 ) 438 nitrile rubber centralizer 125mm for ( vlom 65 ) . ( m1010 ) 439 nitrile rubber centralizer 150mm for ( vlom 50 ) . ( m1011 ) 440 nitrile rubber centralizer 125mm for vlom 50 ( m1012 ) 441 nitrile rubber centralizer 100mm for vlom 50 ( m1013 ) 442 water tank assembly mark – iii vlom 50 ( m1014 ) 443 cylinder assembly complete set for mark – iii ( vlom 50 ) ( m1015 ) 444 upper valve assembly complete set for im iii ( vlom 50 ) ( m1016 ) 445 lower valve assembly complete set for im iii ( vlom 50 ) ( m1017 ) 446 a ) upper cap cylinder mark – iii ( vlom 65 ) ( m1018 ) 447 b ) upper cap cylinder mark – iii ( vlom 50 ) 448 a ) bottom cap for mark – iii ( vlom 50 ) ( m1019 ) 449 b ) bottom capfor mark – iii ( vlom 65 ) 450 follower for im iii ( m1020 ) 451 cage for mark iii ( m1021 ) 452 s.s. hexagonal bolt m 6x25mm long. ( m1022 ) 453 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. ( m1023 ) 454 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) 455 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specificationis 1239 ( part i ) / 2004 ( m1025 ) 456 providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) 457 socketed 458 100 150 mm dia 459 200 300mm dia 460 350 450mm dia 461 500 600mm dia 462 700 mm dia 463 800 mm dia 464 900 mm dia 465 1000 mm dia 466 1100 mm dia 467 1200 mm dia 468 flanged 469 100 150 mm dia 470 200 300 mm dia 471 350 450mm dia 472 500 600mm dia 473 700 mm dia 474 800 mm dia 475 900 mm dia 476 1000 mm dia 477 1100 mm dia 478 1200 mm dia 479 rcc esr ( m1030 ) 480 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. 481 notes 482 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 483 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 484 for design having more than 6 columns, suitable bracing is obligatory. 485 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed 486 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 487 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 488 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 489 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 490 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 491 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 492 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 493 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 494 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 495 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 496 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 497 12 to 16 m staging 2% per metre 498 16 to 20 m staging 3% per metre 499 20 m and above 4% per metre 500 for 17 m staging height, percentage calculation will be like below : 501 12 to 16 m 4 x 2 = 8% 502 16 & 17 m 1 x 3% = 3% total = 11% 503 for 21 m staging height, percentage calculation will be like below : 504 12 to 16 m 4 x 2 = 8% 505 16 to 20 m 4 x 3% = 12% 506 20& 21 m 1 x 4% = 4% total = 24% 507 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 508 notes 509 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 510 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 511 rates for rcc esrs 512 upto 25, 000 litres 513 cost of 25, 000 litres capacity 514 add for capacity above 25, 000 upto 50, 000 litres 515 cost of 50, 000 litres capacity 516 add for capacity above 50, 000 upto 75, 000 litres 517 cost of 75, 000 litres capacity 518 add for capacity above 75, 000 upto 1, 00, 000 litres 519 cost of 1, 00, 000 litres capacity 520 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 521 cost of 1, 50, 000 litres capacity 522 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 523 cost of 2, 00, 000 litres capacity 524 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 525 cost of 2, 50, 000 litres capacity 526 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 527 cost of 3, 00, 000 litres capacity 528 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 529 cost of 4, 00, 000 litres capacity 530 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 531 cost of 5, 00, 000 litres capacity 532 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 533 cost of 7, 50, 000 litres capacity 534 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 535 cost of 10, 00, 000 litres capacity 536 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 537 cost of 15, 00, 000 litres capacity 538 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 539 cost of 20, 00, 000 litres capacity 540 rcc gsr and sump ( m1031 ) 541 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 542 anti –termite treatment shall be given for under ground portion of the structure. 543 notes 544 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 545 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 546 entire structure shall be in m 300 only. 547 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 548 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 549 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 550 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 551 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 552 cost of pump house is not included in these rates. 553 above rates are applicable for seismic zones 2, 3 and 4. 554 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 555 10% shall be added for sump if over head pump house is proposed. 556 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 557 rates for rcc gsrs and sumps 558 upto 25, 000 litres 559 cost of 25, 000 litres capacity 560 add for capacity above 25, 000 upto 50, 000 litres 561 cost of 50, 000 litres capacity 562 add for capacity above 50, 000 upto 75, 000 litres 563 cost of 75, 000 litres capacity 564 add for capacity above 75, 000 upto 1, 00, 000 litres 565 cost of 1, 00, 000 litres capacity 566 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 567 cost of 1, 50, 000 litres capacity 568 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 569 cost of 2, 00, 000 litres capacity 570 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 571 cost of 3, 00, 000 litres capacity 572 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 573 cost of 5, 00, 000 litres capacity 574 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 575 cost of 10, 00, 000 litres capacity 576 addforcapacityabove10, 00, 000upto15, 00, 000 litres 577 cost of 15, 00, 000 litres capacity 578 add for capacity above 15, 00, 000 litres 579 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 580 unconventionalwater treatment plant ( m1032 ) 581 designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. 582 aeration fountain 583 inlet arrangements 584 mixing channel with ventury flume and flow measuring arrangement 585 inlet channel 586 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 587 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 588 rapid sand gravity filters all valve shall be glandless. 589 filter house 590 chemical house 591 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 592 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 593 tcl solution tank with mixing, carrying and dosing arrangement with piping. 594 bypass arrangement 595 external and internal electrification 596 laboratory equipments 597 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 598 wash water pumps with 100% standby 599 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 600 pure water sump of capacity equal to 1 hourpumping capacity. 601 pure water pump house over the sump / by the side of sump. 602 drainage arrangements 603 alum store 604 sanitary block with necessary water supply and drainage arrangements and internalwbm roads. 605 these rates are applicable for seismic zones 2, 3 and 4. 606 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 607 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 608 unconventional treatment plants less than 1 mld capacity shall not be constructed. 609 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 610 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 611 unconventional water treatment plant 612 fixed cost for 1 mld 613 add for capacity above 1 mld upto 2 mld 614 cost of 2 mld treatment plant 615 add for capacity above 2 mld upto 3 mld 616 cost of 3 mld treatment plant 617 conventionalwater treatment plant ( m1033 ) 618 designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . 619 aeration fountain plan are a not less than 0.625 square metre per mld 620 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 621 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 622 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 623 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 624 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 625 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 626 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 627 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 628 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 629 chemical house in two storeys 630 ground floor to accommodate 7 days alum requirement and sundry storage. 631 first floor to accommodate alum and lime tanks.etc. 632 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 633 pure water sump and sump house. 634 capacity of sump – one hour of designed flow. 635 pump house pump house of required size over the sump or by the side. 636 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 637 vacuum feed type chlorinators make tobe approved by mjp. 638 conforming to i.s. 10533 a part ii 1983 639 rate for withdrawal 640 temperature kg. of chlorine discharge degree c per day ( cylinders ) 641 45 67 tonnes 642 10 6.359.50 110 643 15 10.75 16.10130 644 20 14.50 21.24254 645 27&above18.70 28.12315 646 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 647 100% standby shall be provided. 648 by pass arrangements c.i. or m.s. pipes. 649 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 650 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 651 drainage arrangements – rcc pipes up to plot boundary. 652 electrical installation – both internal and external including entire plant area. 653 laboratory equipment –as per requirement ( to be specified during tendering ) . 654 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 655 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 656 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 657 all pipes condutes channels with20%overloading 658 these rates are applicable for seismic zones 2, 3 and 4. 659 all rcc structures shall be constructed in m 300. 660 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 661 conventional water treatment plant 662 above3 mld to upto 5 mld 663 cost of 5 mld treatment plant 664 add for capacity above 5mld upto 10 mld 665 cost of 10 mld treatment plant 666 add for capacity above 10 mld upto20 mld 667 cost of 20 mld treatment plant 668 add for capacity above 20 mld upto 50 mld 669 cost of 50 mld treatment plant 670 add for capacityabove 50 mld upto 100 mld 671 cost of 100 mld treatment plant 672 add for capacity above 100 mld 673 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) 674 300 mm dia for gpt 675 400 mm dia for hygpt 676 hydt :cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) 677 from 0 50 meter 678 from 51 125 meter 679 dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) 680 drillig upto 30 mtr depth below g. l. in rural area 681 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 682 trenchless ( m1038 ) 683 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 684 from 900 mm to 1000 mm dia 685 in soft soil 686 in hard soil 687 in sandy soil 688 in stone soil 689 from 1000 mm to 1200 mm dia 690 in soft soil 691 in hard soil 692 in sandy soil 693 in stone soil 694 above 1200 mm to 1500 mm dia 695 in soft soil 696 in hard soil 697 in sandy soil 698 in stone soil 699 installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 700 upto 300 mm dia 701 in soft soil 702 in hard soil 703 in sandy soil 704 in stone soil 705 above300 mm to 450 mm dia 706 in soft soil 707 in hard soil 708 in sandy soil 709 in stone soil 710 above 450 mm to 600 mm dia 711 in soft soil 712 in hard soil 713 in sandy soil 714 in stone soil 715 above 600 mm to 900 mm dia 716 in soft soil 717 in hard soil 718 in sandy soil 719 in stone soil 720 installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 721 upto 300 mm dia 722 in soft soil 723 in hard soil 724 in sandy soil 725 in stone soil 726 above300 mm to 450 mm dia 727 in soft soil 728 in hard soil 729 in sandy soil 730 in stone soil 731 above 450 mm to 600 mm dia 732 in soft soil 733 in hard soil 734 in sandy soil 735 in stone soil 736 above 600 mm to 900 mm dia 737 in soft soil 738 in hard soil 739 in sandy soil 740 in stone soil 741 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) 742 without byepass arrangement pn 1 743 50 mm 744 65 mm 745 80 mm 746 100 mm 747 125 mm 748 150 mm 749 200 mm 750 250 mm 751 300 mm 752 350 mm 753 400 mm 754 450 mm 755 500 mm 756 600 mm 757 700 mm 758 750 mm 759 800 mm 760 900 mm 761 1000 mm 762 1100 mm 763 1200 mm 764 with byepass arrangement pn 1 765 50 mm 766 65 mm 767 80 mm 768 100 mm 769 125 mm 770 150 mm 771 200 mm 772 250 mm 773 300 mm 774 350 mm 775 400 mm 776 450 mm 777 500 mm 778 600 mm 779 700 mm 780 750 mm 781 800 mm 782 900 mm 783 1000 mm 784 1100 mm 785 1200 mm 786 without byepass arrangement pn 1.6 787 50 mm 788 65 mm 789 80 mm 790 100 mm 791 125 mm 792 150 mm 793 200 mm 794 250 mm 795 300 mm 796 350 mm 797 400 mm 798 450 mm 799 500 mm 800 600 mm 801 with byepass arrangement pn 1.6 802 50 mm 803 65 mm 804 80 mm 805 100 mm 806 125 mm 807 150 mm 808 200 mm 809 250 mm 810 300 mm 811 350 mm 812 400 mm 813 450 mm 814 500 mm 815 600 mm 816 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 817 with byepass arrangement pn 1 818 50 mm 819 65 mm 820 80 mm 821 100 mm 822 125 mm 823 150 mm 824 200 mm 825 250 mm 826 300 mm 827 350 mm 828 400 mm 829 450 mm 830 500 mm 831 600 mm 832 700mm 833 750 mm 834 800 mm 835 900 mm 836 1000 mm 837 1100 mm 838 1200mm 839 without byepass arrangement pn 1 840 50 mm 841 65 mm 842 80 mm 843 100 mm 844 125 mm 845 150 mm 846 200 mm 847 250 mm 848 300 mm 849 350 mm 850 400 mm 851 450 mm 852 500 mm 853 600 mm 854 700mm 855 750 mm 856 800 mm 857 900 mm 858 1000 mm 859 1100 mm 860 1200mm 861 providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 862 without byepass arrangement pn 1.6 863 50 mm 864 65 mm 865 80 mm 866 100 mm 867 125 mm 868 150 mm 869 200 mm 870 250 mm 871 300 mm 872 350 mm 873 400 mm 874 450 mm 875 500 mm 876 600 mm 877 700mm 878 750 mm 879 800 mm 880 900 mm 881 1000 mm 882 1100 mm 883 1200mm 884 with byepass arrangement pn 1.6 885 50 mm 886 65 mm 887 80 mm 888 100 mm 889 125 mm 890 150 mm 891 200 mm 892 250 mm 893 300 mm 894 350 mm 895 400 mm 896 450 mm 897 500 mm 898 600 mm 899 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) 900 dia 06 inch ( 150 mm ) 901 id 153 mm od 167 mm 902 screen thickness 07 mm 903 slot 1.00 mm 904 moc lowcarbon galvenised steel 905 length 5 mtr. 906 dia 08 inch ( 200 mm ) 907 id 205 mm od 221mm 908 screen thickness 08 mm 909 slot 1.00 mm 910 moc lowcarbon galvenised steel 911 length 5 mtr. 912 dia 10 inch ( 250 mm ) 913 id 256 mm od 276mm 914 screen thickness 10 mm 915 slot 1.00 mm 916 moc lowcarbon galvenised steel 917 length 5 mtr. 918 dia 12 inch ( 300 mm ) 919 id 306 mm od 326 mm 920 screen thickness 10 mm 921 slot 1.00 mm 922 moc lowcarbon galvenised steel 923 length 5 mtr. 924 dia 14 inch ( 350 mm ) 925 id 338 mm od 363 mm 926 screen thickness 12.5 mm 927 slot 1.00 mm 928 moc lowcarbon galvenised steel 929 length 5 mtr. 930 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) 931 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) 932 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) 933 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) 934 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) 935 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) 936 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) 937 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) 938 supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) 939 supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) 940 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) 941 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) 942 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) 943 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) 944 packaged lamella clarified type wtp with mgf capacity in mld. 945 work 0.2 946 work 0.3 947 work 0.4 948 work 0.5 949 work 0.6...

Drinking Water And Sanitation Department - Jharkhand

31964756 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor, quotations through etender under dwsd ranchi east ranchi government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor, quotations through etender under dwsd ranchi east ranchi , polytene water storage tank of mark ( e.g. sintex / sinter / himgiri / gangotietc ) with cover and locking system , hdpe pipe 75mm dia , hdpe pipe 90mm dia , gi pipe 50mm dia ( tata or equivalent make ) , jute , g.m. ferrules , ( i ) 8 mm dia wt. not less than 400 gms , ( ii ) 10 mm dia wt. not less than 400 gms , ( iii ) 15 mm dia wt. not less than 400 gms , ( iv ) 20 mm dia wt. not less than 600 gms , ( v ) 25 mm dia wt. not less than 900 gms , stop cocks , ( i ) 15 mm brass stop cock wt. not less than 300 gms , ( ii ) 20 mm brass stop cock wt. not less than 400 gms , ( iii ) 25 mm brass stop cock wt. not less than 575 gms , ( iv ) 32 mm brass stop cock wt. not less than 850 gms , ( v ) 40 mm brass stop cock wt. not less than 1.15 kg , ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg , ( vii ) 15 mm dia c.i. body brass working part stop cock. , ( viii ) 20 mm dia c.i. body brass working part stop cock. , ( ix ) 25 mm dia c.i. body brass working part stop cock. , g.m. full way valve , ( i ) 15 mm dia wt. not less than 300 gms without wheel , ( ii ) 20 mm dia wt. not less than 400 gms without wheel , ( iii ) 25 mm dia wt. not less than 500 gms without wheel , ( iv ) 32 mm dia wt. not less than 700 gms without wheel , ( v ) 40 mm dia wt. not less than 1.0 kg without wheel , ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel , ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel , ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , cocks , ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms , ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms , ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms , ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , ( vi ) 15 mm c.i. plug cock ordinary , ( vii ) 15 mm c.i. push cock ordinary , chromium plated brass fittings , ( i ) c.p. shower rose 100 mm dia , ( ii ) c.p. shower rose 125 mm dia , ( iii ) p.v.c. shower rose 150 mm dia , ( iv ) p.v.c shower rose 125 mm dia , connection pipe , ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings ( conforming to i.s. 1879 ) isi marked , [ a ] g.i. bend , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ b ] elbow of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ c ] tee plain of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ d ] reducing tee plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ e ] socket plain of the following size ( taking larger dimension ) , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ f ] reducing socket plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ g ] union socket of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ h ] plugs of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ i ] jam nuts of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ j ] g.i. nipple of the following sizes , ( i ) 15 mm dia x 100 mm long , ( ii ) 20 mm dia x 100 mm long , ( iii ) 25 mm dia x 100 mm long , ( iv ) 32mm dia x 100 mm long , ( v ) 40 mm dia x 100 mm long , ( vi ) 50 mm dia x 100 mm long , ( vii ) 65 mm dia x 100 mm long , ( viii ) 80 mm dia x 100 mm long , ( ix ) 100 mm dia x 100 mm long , [ k ] g.i. pipes midium ( tata mark ) or equivalent , ( i ) 15 mm dia , ( ii ) 20 mm dia , ( iii ) 25 mm dia , ( iv ) 32 mm dia , ( v ) 40 mm dia , ( vi ) 65 mm dia , mirrors , ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , ( b ) do 450 mm x 300 mm do , ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail , ( b ) do 450 mm x 125 mm do , ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete , ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. , c.p. liquid soap solution holder , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make , ( a ) 580 mm long , ( b ) 510 mm long , ( c ) 450 mm long , ( d ) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket , ( a ) 12.5 liters lowdown c.i. cistern , ( b ) 10.0 liters capacity p.v.c. low design cistern , ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make , ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , ( c ) black / white plastic seat for e.w.c do as above. , ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size , ( b ) do squatting small 450 mm x 350 mm , ( c ) do squatting large 600 mm x 350 mm , ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make , ( e ) partition plate for urinal 25 x 13 size , ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make , ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) , ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) , ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) , ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) , drain board , ( a ) 600 mm x 450 mm ( 24 x 18 ) , ( b ) 525 mm x 450 mm ( 21 x 18 ) , h.c.i. pipes , ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) , ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) , ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) , ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) , ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) , ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) , ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) , ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) , ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) , ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) , ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) , ( l ) 150 mm dia single socket 3 0 with ear , ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) , ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) , ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) , ( p ) 150 mm dia single socket 2 0 with ear , ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) , ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) , ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) , ( t ) 150 mm dia single socket , h.c.i. fittings. , ( i ) plain bend of following size , ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) , ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) , ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) , ( ii ) bend with door with following size , ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) , ( c ) 100 mm dia do 5.5 kg , ( d ) 150 mm dia do , ( iii ) single junction with door of followings sizes. , ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) , ( c ) 100 mm dia do 9.50 kg , ( d ) 150 mm dia do , ( iv ) double junction with door of following sizes. , ( a ) 50 mm dia do 4.5 kg , ( b ) 80 mm dia do 7.00 kg , ( c ) 100 mm dia do 13.00 kg , ( d ) 150 mm dia do , ( v ) heel rest bend of following sizes , ( a ) 50 mm dia , ( b ) 80 mm dia , ( c ) 100 mm dia , ( d ) 150 mm dia , ( vi ) cowel of following sizes , ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) , ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) , ( d ) 150 mm dia do , ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg , ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg , ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg , ( x ) pass over 50 mm x 150 mm for 50 mm projection , ( xi ) do 100 mm x 150 mm for 100 mm projection , ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg , ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg , ( xiv ) h.c.i. offset 80 mm projection of the following size , ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg , ( b ) 80 mm dia do 3.50 kg , ( c ) 100 mm dia do 5.00 kg , ( d ) 150 mm dia do , ( xv ) h.c.i. socket of following sizes , ( a ) 50 mm dia ( weight without ear ) 1.50 kg , ( b ) 80 mm dia ( weight without ear ) 3.00 kg , ( c ) 100 mm dia ( weight without ear ) 4.50 kg , ( d ) 150 mm dia ( weight without ear ) do , c.i. cover with frame for manhole and inspection chamber , ( a ) 600 mm x 450 mm size ( wt. 39 kg ) , ( b ) 600 mm x 450 mm size ( wt. 25 kg ) , ( c ) 500 mm x 450 mm size ( wt. 25 kg ) , c.i. bracket pair for w.h.b , ( a ) 550 mm x 400 mm size ( 22 x 16 ) , ( b ) do for 12.5 liter cistern , ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink , ( d ) 40 mm x 60 mm ms plate bracket for sink as above , ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b , ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink , ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal , ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal , ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b , ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b , 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern , rubber inserttion 3 mm ( 1 / 8 ) thick , pig lead , yarn , rubber gasket for c.i pipe of good quality , ( a ) 80 mm , ( b ) 100 mm , ( c ) 125 mm , ( d ) 150 mm , ( e ) 200 mm , ( f ) 250 mm , ( g ) 300 mm , ( h ) 350 mm , ( i ) 400 mm , ( j ) 450 mm , ( k ) 500 mm , ( l ) 600 mm , ( m ) 700 mm , ( n ) 750 mm , ( o ) 800 mm , ( p ) 900 mm , ( q ) 1000 mm , ( r ) 1200 mm , cotton waste , asbestos suta ( gland packing ) , solvent cement , hydrocloric acid ( sepecific gravity 1.20 ) , cp & pvc fitting , ( i ) 32 mm dia c.p. waste , ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling , ( iii ) 40 mm dia c.p. waste , ( iv 40 mm dia pvc waste pipe 750 mm long with coupling , ( v 100 mm dia steel jali , ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) , ( vii ) 50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) , ( i ) pillar cock ( isi ) , ( ii ) pillar cock ( long neck ) , ( iii ) bib cock ( isi ) , ( iv ) bib cock ( long thread ) , ( v ) angular stop cock , ( vi ) angular stop cock ( long thread ) , ( vii ) concealed stop cock reduce ( isi ) , ( viii ) concealed stop cock heavy duty extra adjustable wall flange , ( ix ) long body bib cock , ( x ) swan neck tap with left hand operating knob , ( xi ) central hole basin mixer ( best quality ) , ( xii ) wall mixer with telephonic shower arrangement , ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange , ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , ( xv ) sink mixer with swinging casted spout , ( xvi ) sink cock with swinging casted spout , ( xvii ) 4 way diverter for concealed fittings , ( xviii ) pressure adjustable shower with revolving joint , ( xix ) telephone shower with flexible pipe , ( xx ) flush cock with wall flange ( 25 mm ) , ( xxi ) towel rail 24 , ( xxii ) towel ring , ( xxiii ) soap dish , ( xxiv ) tumbler holder , ( xxv ) toilet paper holder , ( xxvi ) glass shelf 22 , ( xxvii ) corner glass shelf with bracket , ( xxviii ) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes , 1. c.i double shocketted fittings bend such as bend, tee, taper, , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm...

Drinking Water And Sanitation Department - Jharkhand

31961000 government of jharkhand through its public works department ( pwd ) is engaged in framing / revision of schedule of rates and as part of this endeavor, quotations through e tender are invited supply of respective items 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 hdpe pipes 75mm dia 3 hdpe pipes 90mm dia 4 gi pipe 50 mm dia ( tata or equivalent make ) 5 jute 6 g.m. ferrules 7 ( i ) 8 mm dia wt. not less than 400 gms 8 ( ii ) 10 mm dia wt. not less than 400 gms 9 ( iii ) 15 mm dia wt. not less than 400 gms 10 ( iv ) 20 mm dia wt. not less than 600 gms 11 ( v ) 25 mm dia wt. not less than 900 gms 12 stop cocks 13 ( i ) 15 mm brass stop cock wt. not less than 300 gms 14 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 15 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 16 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 17 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 18 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 19 ( vii ) 15 mm dia c.i. body brass working part stop cock. 20 ( viii ) 20 mm dia c.i. body brass working part stop cock. 21 ( ix ) 25 mm dia c.i. body brass working part stop cock. 22 g.m. full way valve 23 ( i ) 15 mm dia wt. not less than 300 gms without wheel 24 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 25 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 26 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 27 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 28 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 29 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 30 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 31 g.m. non return valve verticle 32 ( i ) 15 mm dia wt. not less than 150 gms 33 ( ii ) 20 mm dia wt. not less than 250 gms 34 ( iii ) 25 mm dia wt. not less than 375 gms 35 ( iv ) 32 mm dia wt. not less than 600 gms 36 ( v ) 40 mm dia wt. not less than 700 gms 37 ( vi ) 50 mm dia wt. not less than 1.0 kg 38 ( vii ) 65 mm dia wt. not less than 1.20 kg 39 ( viii ) 80 mm dia wt. not less than 1.50 kg 40 ( ix ) 100 mm dia wt. not less than 1.80 kg 41 g.m. non return valve horizontal 42 ( i ) 15 mm dia wt. not less than 150 gms 43 ( ii ) 20 mm dia wt. not less than 250 gms 44 ( iii ) 25 mm dia wt. not less than 375 gms 45 ( iv ) 32 mm dia wt. not less than 600 gms 46 ( v ) 40 mm dia wt. not less than 700 gms 47 ( vi ) 50 mm dia wt. not less than 1.0 kg 48 ( vii ) 65 mm dia wt. not less than 1.20 kg 49 ( viii ) 80 mm dia wt. not less than 1.50 kg 50 ( ix ) 100 mm dia wt. not less than 1.80 kg 51 cocks 52 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 53 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 54 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 55 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 56 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 57 ( vi ) 15 mm c.i. plug cock ordinary 58 ( vii ) 15 mm c.i. push cock ordinary 59 chromium plated brass fittings 60 ( i ) c.p. shower rose 100 mm dia 61 ( ii ) c.p. shower rose 125 mm dia 62 ( iii ) p.v.c. shower rose 150 mm dia 63 ( iv ) p.v.c shower rose 125 mm dia 64 connection pipe 65 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 66 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 67 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 68 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. 69 g.i. fittings ( conforming to i.s. 1879 ) isi marked 70 [ a ] g.i. bend 71 ( i ) 15 mm 72 ( ii ) 20 mm 73 ( iii ) 25 mm 74 ( iv ) 32 mm 75 ( v ) 40 mm 76 ( vi ) 50 mm 77 ( vii ) 65 mm 78 ( viii ) 80 mm 79 ( ix ) 100 mm 80 ( x ) 125 mm 81 ( xi ) 150 mm 82 [ b ] elbow of the following sizes 83 ( i ) 15 mm 84 ( ii ) 20 mm 85 ( iii ) 25 mm 86 ( iv ) 32 mm 87 ( v ) 40 mm 88 ( vi ) 50 mm 89 ( vii ) 65 mm 90 ( viii ) 80 mm 91 ( ix ) 100 mm 92 ( x ) 125 mm 93 ( xi ) 150 mm 94 [ c ] tee plain of the following sizes 95 ( i ) 15 mm 96 ( ii ) 20 mm 97 ( iii ) 25 mm 98 ( iv ) 32 mm 99 ( v ) 40 mm 100 ( vi ) 50 mm 101 ( vii ) 65 mm 102 ( viii ) 80 mm 103 ( ix ) 100 mm 104 ( x ) 125 mm 105 ( xi ) 150 mm 106 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 107 ( i ) 20 mm 108 ( ii ) 25 mm 109 ( iii ) 32 mm 110 ( iv ) 40 mm 111 ( v ) 50 mm 112 ( vi ) 65 mm 113 ( vii ) 80 mm 114 ( viii ) 100 mm 115 ( ix ) 125 mm 116 ( x ) 150 mm 117 [ e ] socket plain of the following size ( taking larger dimension ) 118 ( i ) 15 mm 119 ( ii ) 20 mm 120 ( iii ) 25 mm 121 ( iv ) 32 mm 122 ( v ) 40 mm 123 ( vi ) 50 mm 124 ( vii ) 65 mm 125 ( viii ) 80 mm 126 ( ix ) 100 mm 127 ( x ) 125 mm 128 ( xi ) 150 mm 129 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 130 ( i ) 20 mm 131 ( ii ) 25 mm 132 ( iii ) 32 mm 133 ( iv ) 40 mm 134 ( v ) 50 mm 135 ( vi ) 65 mm 136 ( vii ) 80 mm 137 ( viii ) 100 mm 138 ( ix ) 125 mm 139 ( x ) 150 mm 140 [ g ] union socket of the following sizes 141 ( i ) 15 mm 142 ( ii ) 20 mm 143 ( iii ) 25 mm 144 ( iv ) 32 mm 145 ( v ) 40 mm 146 ( vi ) 50 mm 147 ( vii ) 65 mm 148 ( viii ) 80 mm 149 ( ix ) 100 mm 150 ( x ) 125 mm 151 ( xi ) 150 mm 152 [ h ] plugs of the following sizes 153 ( i ) 15 mm 154 ( ii ) 20 mm 155 ( iii ) 25 mm 156 ( iv ) 32 mm 157 ( v ) 40 mm 158 ( vi ) 50 mm 159 ( vii ) 65 mm 160 ( viii ) 80 mm 161 ( ix ) 100 mm 162 ( x ) 125 mm 163 ( xi ) 150 mm 164 [ i ] jam nuts of the following sizes 165 ( i ) 15 mm 166 ( ii ) 20 mm 167 ( iii ) 25 mm 168 ( iv ) 32 mm 169 ( v ) 40 mm 170 ( vi ) 50 mm 171 ( vii ) 65 mm 172 ( viii ) 80 mm 173 ( ix ) 100 mm 174 ( x ) 125 mm 175 ( xi ) 150 mm 176 [ j ] g.i. nipple of the following sizes 177 ( i ) 15 mm dia x 100 mm long 178 ( ii ) 20 mm dia x 100 mm long 179 ( iii ) 25 mm dia x 100 mm long 180 ( iv ) 32mm dia x 100 mm long 181 ( v ) 40 mm dia x 100 mm long 182 ( vi ) 50 mm dia x 100 mm long 183 ( vii ) 65 mm dia x 100 mm long 184 ( viii ) 80 mm dia x 100 mm long 185 ( ix ) 100 mm dia x 100 mm long 186 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 187 ( i ) 15 mm dia 188 ( ii ) 20 mm dia 189 ( iii ) 25 mm dia 190 ( iv ) 32 mm dia 191 ( v ) 40 mm dia 192 ( vii ) 65 mm dia 193 mirrors 194 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror 195 ( b ) do 450 mm x 300 mm do 196 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 197 ( b ) do 450 mm x 125 mm do 198 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 199 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 200 c.p. brass soap dish medium quality with screw and hinges etc. 201 c.p. liquid soap solution holder 202 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make 203 ( a ) 580 mm long 204 ( b ) 510 mm long 205 ( c ) 450 mm long 206 ( d ) 510 mm long white glazed fiber i.w.c 207 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 208 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 209 ( a ) 12.5 liters lowdown c.i. cistern 210 ( b ) 10.0 liters capacity p.v.c. low design cistern 211 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make 212 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 213 ( c ) black / white plastic seat for e.w.c do as above. 214 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 215 ( b ) do squatting small 450 mm x 350 mm 216 ( c ) do squatting large 600 mm x 350 mm 217 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 218 ( e ) partition plate for urinal 25 x 13 size 219 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 220 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make 221 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make 222 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 223 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 224 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 225 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 226 drain board 227 ( a ) 600 mm x 450 mm ( 24 x 18 ) 228 ( b ) 525 mm x 450 mm ( 21 x 18 ) 229 h.c.i. pipes 230 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 231 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 232 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 233 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 234 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 235 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 236 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 237 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 238 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 239 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 240 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 241 ( l ) 150 mm dia single socket 3 0 with ear 242 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 243 ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) 244 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 245 ( p ) 150 mm dia single socket 2 0 with ear 246 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 247 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 248 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 249 ( t ) 150 mm dia single socket 250 h.c.i. fittings. 251 ( i ) plain bend of following size 252 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 253 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 254 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 255 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 256 ( ii ) bend with door with following size 257 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 258 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 259 ( c ) 100 mm dia do 5.5 kg 260 ( d ) 150 mm dia do 261 ( iii ) single junction with door of followings sizes. 262 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 263 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 264 ( c ) 100 mm dia do 9.50 kg 265 ( d ) 150 mm dia do 266 ( iv ) double junction with door of following sizes. 267 ( a ) 50 mm dia do 4.5 kg 268 ( b ) 80 mm dia do 7.00 kg 269 ( c ) 100 mm dia do 13.00 kg 270 ( d ) 150 mm dia do 271 ( v ) heel rest bend of following sizes 272 ( a ) 50 mm dia 273 ( b ) 80 mm dia 274 ( c ) 100 mm dia 275 ( d ) 150 mm dia 276 ( vi ) cowel of following sizes 277 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 278 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 279 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 280 ( d ) 150 mm dia do 281 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 282 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 283 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 284 ( x ) pass over 50 mm x 150 mm for 50 mm projection 285 ( xi ) do 100 mm x 150 mm for 100 mm projection 286 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 287 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 288 ( xiv ) h.c.i. offset 80 mm projection of the following size 289 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 290 ( b ) 80 mm dia do 3.50 kg 291 ( c ) 100 mm dia do 5.00 kg 292 ( d ) 150 mm dia do 293 ( xv ) h.c.i. socket of following sizes 294 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 295 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 296 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 297 ( d ) 150 mm dia ( weight without ear ) do 298 c.i. cover with frame for manhole and inspection chamber 299 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 300 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 301 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 302 c.i. bracket pair for w.h.b 303 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 304 ( b ) do for 12.5 liter cistern 305 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 306 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 307 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 308 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 309 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 310 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 311 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 312 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 313 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 314 rubber inserttion 3 mm ( 1 / 8 ) thick 315 pig lead 316 yarn 317 rubber gasket for c.i pipe of good quality 318 ( a ) 80 mm 319 ( b ) 100 mm 320 ( c ) 125 mm 321 ( d ) 150 mm 322 ( e ) 200 mm 323 ( f ) 250 mm 324 ( g ) 300 mm 325 ( h ) 350 mm 326 ( i ) 400 mm 327 ( j ) 450 mm 328 ( k ) 500 mm 329 ( l ) 600 mm 330 ( m ) 700 mm 331 ( n ) 750 mm 332 ( o ) 800 mm 333 ( p ) 900 mm 334 ( q ) 1000 mm 335 ( r ) 1200 mm 336 cotton waste 337 asbestos suta ( gland packing ) 338 solvent cement 339 hydrocloric acid ( sepecific gravity 1.20 ) 340 cp & pvc fitting 341 ( i ) 32 mm dia c.p. waste 342 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 343 ( iii ) 40 mm dia c.p. waste 344 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 345 ( v 100 mm dia steel jali 346 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 347 ( vii ) 50 mm dia pvc pipe with coupling 348 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) 349 ( i ) pillar cock ( isi ) 350 ( ii ) pillar cock ( long neck ) 351 ( iii ) bib cock ( isi ) 352 ( iv ) bib cock ( long thread ) 353 ( v ) angular stop cock 354 ( vi ) angular stop cock ( long thread ) 355 ( vii ) concealed stop cock reduce ( isi ) 356 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 357 ( ix ) long body bib cock 358 ( x ) swan neck tap with left hand operating knob 359 ( xi ) central hole basin mixer ( best quality ) 360 ( xii ) wall mixer with telephonic shower arrangement 361 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 362 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 363 ( xv ) sink mixer with swinging casted spout 364 ( xvi ) sink cock with swinging casted spout 365 ( xvii ) 4 way diverter for concealed fittings 366 ( xviii ) pressure adjustable shower with revolving joint 367 ( xix ) telephone shower with flexible pipe 368 ( xx ) flush cock with wall flange ( 25 mm ) 369 ( xxi ) towel rail 24 370 ( xxii ) towel ring 371 ( xxiii ) soap dish 372 ( xxiv ) tumbler holder 373 ( xxv ) toilet paper holder 374 ( xxvi ) glass shelf 22 375 ( xxvii ) corner glass shelf with bracket 376 ( xxviii ) flush valve complete with 32 mm size control cock & flange 377 c.i special & pvc pipes 378 1. c.i double shocketted fittings bend such as bend, tee, taper, 379 ( a ) 80 200 mm 380 ( b ) 250 700 mm 381 ( c ) 700 1000 mm 382 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 383 ( a ) 80 200 mm 384 ( b ) 250 700 mm 385 ( c ) 700 1000 mm 386 spare parts of hand pump 387 hexagonal bolt m12x1.75x40mm long common to marks ii & iii 388 hexagonal nut m12x1.75mm 389 washer m12 ( 2.5mm thick ) 390 high tensile bolt m10x1.5x40mm long. 391 nyloc nut m10x1.5mm 392 handle axle ( stainless steel ) 393 washer for handle axle ( 4mm thick ) 394 ball bearing 6204 z 395 spacer for handle. 396 chain with coupling. 397 hexagonal bolt for front cover m12x1.75mm long. 398 nitrile rubber cup washer for mark – ii & iii 399 nitrile sealing ring mark – ii 400 nitrile rubber seating big for lower valve mark ii 401 nitrile rubber seating small for upper valve mark ii. 402 hexagonal rod coupling m12x1.75x50mm long. 403 pump head assembly ( g.i. ) with front cover, bolt & third plate. 404 front cover ( g.i. ) 405 handle assembly ( g.i. ) 406 ( a ) water tank assembly for mark – ii ( g.i. ) 407 ( b ) water tank assembly for mark – iii ( vlom 65 ) 408 stand assembly ( g.i. ) normal. 409 stand assembly ( telescopic ) ( g.i ) . 410 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) 411 a ) cylinder assembly complete set for mark ii 412 b ) cylinder assembly complete set for mark iii ( vlom 65 ) 413 a ) upper valve assembly complete set for india mark ii 414 b ) upper valve assembly complete set for india mark iii ( vlom 65 ) 415 a ) lower valve assembly complete set for india mark ii 416 b ) lower valve assembly complete set for im iii 417 reducer cap for cylinder mark ii 418 a ) plunger rod ( s.s. ) for mark – ii 419 b ) plunger rod ( s.s. ) for mark – iii 420 upper valve guide ( g.m. ) . 421 rubber seat retainer for mark ii 422 third plate for head assembly ( galanized ) 423 cylinder body with brass liner for im ii with reducer cap for top and bottom. 424 gun metal spacer. 425 check valve guide mark ii 426 a ) check valve seat for mark – ii 427 b ) check valve seat for mark – iii 428 nitrile rubber “o” ring ( vlom 65 ) 429 push rod for mark – iii ( s.s ) . 430 check nut for push rod ( s.s. ) . 431 nitrile rubber cup washer for vlom 50 432 nitrile rubber sealing ring for mark – iii vlom 65 433 nitrile rubber seating big for lower valve mk ii 434 nitrile rubber seating big for lower valve m iii vlom 65 ) 435 nitrile rubber bobbin vlom 50 436 nitrile rubber “o” ring vlom 50 437 nitrile rubber cone for vlom 50 438 nitrile rubber cone for vlom 65 439 nitrile rubber centralizer 150mm for ( vlom 65 ) . 440 nitrile rubber centralizer 125mm for ( vlom 65 ) . 441 nitrile rubber centralizer 150mm for ( vlom 50 ) . 442 nitrile rubber centralizer 125mm for vlom 50 443 nitrile rubber centralizer 100mm for vlom 50 444 water tank assembly mark – iii vlom 50 445 cylinder assembly complete set for mark – iii ( vlom 50 ) 446 upper valve assembly complete set for im iii ( vlom 50 ) 447 lower valve assembly complete set for im iii ( vlom 50 ) 448 a ) upper cap cylinder mark – iii ( vlom 65 ) 449 b ) upper cap cylinder mark – iii ( vlom 50 ) 450 a ) bottom cap for mark – iii ( vlom 50 ) 451 b ) bottom cap for mark – iii ( vlom 65 ) 452 follower for im iii 453 cage for mark iii 454 s.s. hexagonal bolt m 6x25mm long. 455 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. 456 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 457 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 458 di pipe : providing and supplying isi mark centrifugally cat ( spun ) ductile iron pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to is 8329 / 2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification k 7 & k 9 suitable for push on joint ( rubber gusket d jointing ) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. rates are ex factory excluding transpotion, taxes & duties, contractor profit & overhead charges etc.based on wpi 100.3 of may 2020 ( including cost of one no. gasket for each pipe ) 459 note : ( i ) the rates are exfactory but exclusive of gst & c.p. based on wpi 100.3 of may 2020. ( ii ) price variation of di pipe will be calculated based on prevalling wpi. 460 size 461 100 mm dia 462 150 mm dia 463 200 mm dia 464 250 mm dia 465 300 mm dia 466 350 mm dia 467 400 mm dia 468 450 mm dia 469 500 mm dia 470 600 mm dia 471 700 mm dia 472 750 mm dia 473 800 mm dia 474 900 mm dia 475 1000 mm dia 476 1100 mm dia 477 1200 mm dia 478 size 479 100 mm dia 480 150 mm dia 481 200 mm dia 482 250 mm dia 483 300 mm dia 484 350 mm dia 485 400 mm dia 486 450 mm dia 487 500 mm dia 488 600 mm dia 489 700 mm dia 490 750 mm dia 491 800 mm dia 492 900 mm dia 493 1000 mm dia 494 1100 mm dia 495 1200 mm dia 496 providing and supplying of isi standard di specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation , cp extra. 497 socketed 498 100 150 mm dia 499 200 300 mm dia 500 350 450 mm dia 501 500 600 mm dia 502 700 mm dia 503 800 mm dia 504 900 mm dia 505 1000 mm dia 506 1100 mm dia 507 1200 mm dia 508 flanged 509 100 150 mm dia 510 200 300 mm dia 511 350 450 mm dia 512 500 600 mm dia 513 700 mm dia 514 800 mm dia 515 900 mm dia 516 1000 mm dia 517 1100 mm dia 518 1200 mm dia 519 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes ) . 520 hdpe pipe of materials grade pe80 pn06 ( dia in mm ) 521 25 mm dia 522 32 mm dia 523 40 mm dia 524 50 mm dia 525 63 mm dia 526 75 mm dia 527 90 mm dia 528 110 mm dia 529 125 mm dia 530 140 mm dia 531 160 mm dia 532 180 mm dia 533 200 mm dia 534 225 mm dia 535 250 mm dia 536 280 mm dia 537 315 mm dia 538 355 mm dia 539 400 mm dia 540 450 mm dia 541 500 mm dia 542 hdpe pipe of materials grade pe80 pn10 ( dia in mm ) 543 25 mm dia 544 32 mm dia 545 40 mm dia 546 50 mm dia 547 63 mm dia 548 75 mm dia 549 90 mm dia 550 110 mm dia 551 125 mm dia 552 140 mm dia 553 160 mm dia 554 180 mm dia 555 200 mm dia 556 225 mm dia 557 250 mm dia 558 280 mm dia 559 315 mm dia 560 355 mm dia 561 400 mm dia 562 450 mm dia 563 500 mm dia 564 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) 25mm to 500mm dia confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes. 565 hdpe pipe of materials grade pe100 pn06 ( dia in mm ) 566 25 mm dia 567 32 mm dia 568 40 mm dia 569 50 mm dia 570 63 mm dia 571 75 mm dia 572 90 mm dia 573 110 mm dia 574 125 mm dia 575 140 mm dia 576 160 mm dia 577 180 mm dia 578 200 mm dia 579 225 mm dia 580 250 mm dia 581 280 mm dia 582 315 mm dia 583 355 mm dia 584 400 mm dia 585 450 mm dia 586 500 mm dia 587 hdpe pipe of materials grade pe100 pn10 ( dia in mm ) 588 25 mm dia 589 32 mm dia 590 40 mm dia 591 50 mm dia 592 63 mm dia 593 75 mm dia 594 90 mm dia 595 110 mm dia 596 125 mm dia 597 140 mm dia 598 160 mm dia 599 180 mm dia 600 200 mm dia 601 225 mm dia 602 250 mm dia 603 280 mm dia 604 315 mm dia 605 355 mm dia 606 400 mm dia 607 450 mm dia 608 500 mm dia 609 rcc esr 610 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. 611 notes 612 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 613 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 614 for design having more than 6 columns, suitable bracing is obligatory. 615 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed 616 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 617 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 618 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 619 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 620 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 621 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 622 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 623 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 624 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 625 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 626 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 627 12 to 16 m staging 2% per metre 628 16 to 20 m staging 3% per metre 629 20 m and above 4% per metre 630 for 17 m staging height, percentage calculation will be like below : 631 12 to 16 m 4 x 2 = 8% 632 16 & 17 m 1 x 3% = 3% total = 11% 633 for 21 m staging height, percentage calculation will be like below : 634 12 to 16 m 4 x 2 = 8% 635 16 to 20 m 4 x 3% = 12% 636 20& 21 m 1 x 4% = 4% total = 24% 637 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 638 notes 639 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 640 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 641 rates for rcc esrs 642 upto 25, 000 litres 643 cost of 25, 000 litres capacity 644 add for capacity above 25, 000 upto 50, 000 litres 645 cost of 50, 000 litres capacity 646 add for capacity above 50, 000 upto 75, 000 litres 647 cost of 75, 000 litres capacity 648 add for capacity above 75, 000 upto 1, 00, 000 litres 649 cost of 1, 00, 000 litres capacity 650 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 651 cost of 1, 50, 000 litres capacity 652 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 653 cost of 2, 00, 000 litres capacity 654 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 655 cost of 2, 50, 000 litres capacity 656 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 657 cost of 3, 00, 000 litres capacity 658 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 659 cost of 4, 00, 000 litres capacity 660 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 661 cost of 5, 00, 000 litres capacity 662 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 663 cost of 7, 50, 000 litres capacity 664 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 665 cost of 10, 00, 000 litres capacity 666 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 667 cost of 15, 00, 000 litres capacity 668 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 669 cost of 20, 00, 000 litres capacity 670 rcc gsr and sump 671 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 672 anti –termite treatment shall be given for under ground portion of the structure. 673 notes 674 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 675 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 676 entire structure shall be in m 300 only. 677 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 678 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 679 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 680 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 681 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 682 cost of pump house is not included in these rates. 683 above rates are applicable for seismic zones 2, 3 and 4. 684 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 685 10% shall be added for sump if over head pump house is proposed. 686 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 687 rates for rcc gsrs and sumps 688 upto 25, 000 litres 689 cost of 25, 000 litres capacity 690 add for capacity above 25, 000 upto 50, 000 litres 691 cost of 50, 000 litres capacity 692 add for capacity above 50, 000 upto 75, 000 litres 693 cost of 75, 000 litres capacity 694 add for capacity above 75, 000 upto 1, 00, 000 litres 695 cost of 1, 00, 000 litres capacity 696 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 697 cost of 1, 50, 000 litres capacity 698 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 699 cost of 2, 00, 000 litres capacity 700 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 701 cost of 3, 00, 000 litres capacity 702 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 703 cost of 5, 00, 000 litres capacity 704 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 705 cost of 10, 00, 000 litres capacity 706 addforcapacityabove10, 00, 000upto15, 00, 000 litres 707 cost of 15, 00, 000 litres capacity 708 add for capacity above 15, 00, 000 litres 709 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 710 unconventional water treatment plant 711 designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. 712 aeration fountain 713 inlet arrangements 714 mixing channel with ventury flume and flow measuring arrangement 715 inlet channel 716 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 717 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 718 rapid sand gravity filters all valve shall be glandless. 719 filter house 720 chemical house 721 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 722 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 723 tcl solution tank with mixing, carrying and dosing arrangement with piping. 724 bypass arrangement 725 external and internal electrification 726 laboratory equipments 727 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 728 wash water pumps with 100% standby 729 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 730 pure water sump of capacity equal to 1 hour pumping capacity. 731 pure water pump house over the sump / by the side of sump. 732 drainage arrangements 733 alum store 734 sanitary block with necessary water supply and drainage arrangements and internal wbm roads. 735 these rates are applicable for seismic zones 2, 3 and 4. 736 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 737 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 738 unconventional treatment plants less than 1 mld capacity shall not be constructed. 739 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 740 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 741 unconventional water treatment plant 742 fixed cost for 1 mld 743 add for capacity above 1 mld upto 2 mld 744 cost of 2 mld treatment plant 745 add for capacity above 2 mld upto 3 mld 746 cost of 3 mld treatment plant 747 conventional water treatment plant 748 designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . 749 aeration fountain plan are a not less than 0.625 square metre per mld 750 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 751 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 752 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 753 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 754 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 755 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 756 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 757 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 758 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 759 chemical house in two storeys 760 ground floor to accommodate 7 days alum requirement and sundry storage. 761 first floor to accommodate alum and lime tanks. etc. 762 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 763 pure water sump and sump house. 764 capacity of sump – one hour of designed flow. 765 pump house pump house of required size over the sump or by the side. 766 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 767 vacuum feed type chlorinators make tobe approved by mjp. 768 conforming to i.s. 10533 a part ii 1983 769 rate for withdrawal 770 temperature kg. of chlorine discharge degree c per day ( cylinders ) 771 45 67 tonnes 772 10 6.35 9.50 110 773 15 10.75 16.10 130 774 20 14.50 21.24 254 775 27&above 18.70 28.12 315 776 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 777 100% standby shall be provided. 778 by pass arrangements c.i. or m.s. pipes. 779 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 780 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 781 drainage arrangements – rcc pipes up to plot boundary. 782 electrical installation – both internal and external including entire plant area. 783 laboratory equipment –as per requirement ( to be specified during tendering ) . 784 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 785 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 786 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 787 all pipes condutes channels with20%overloading 788 these rates are applicable for seismic zones 2, 3 and 4. 789 all rcc structures shall be constructed in m 300. 790 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 791 conventional water treatment plant 792 above 3 mld to upto 5 mld 793 cost of 5 mld treatment plant 794 add for capacity above 5mld upto 10 mld 795 cost of 10 mld treatment plant 796 add for capacity above 10 mld upto 20 mld 797 cost of 20 mld treatment plant 798 add for capacity above 20 mld upto 50 mld 799 cost of 50 mld treatment plant 800 add for capacity above 50 mld upto 100 mld 801 cost of 100 mld treatment plant 802 add for capacity above 100 mld 803 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 804 300 mm dia for gpt 805 400 mm dia for hygpt 806 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) 807 from 0 50 meter 808 from 51 125 meter 809 ms pipe 810 supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) 811 supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) 812 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) 813 drillig upto 30 mtr depth below g. l. in rural area 814 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 815 trenchless 816 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 817 from 900 mm to 1000 mm dia 818 in soft soil 819 in hard soil 820 in sandy soil 821 in stone soil 822 from 1000 mm to 1200 mm dia 823 in soft soil 824 in hard soil 825 in sandy soil 826 in stone soil 827 above 1200 mm to 1500 mm dia 828 in soft soil 829 in hard soil 830 in sandy soil 831 in stone soil 832 installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 833 upto 300 mm dia 834 in soft soil 835 in hard soil 836 in sandy soil 837 in stone soil 838 above300 mm to 450 mm dia 839 in soft soil 840 in hard soil 841 in sandy soil 842 in stone soil 843 above 450 mm to 600 mm dia 844 in soft soil 845 in hard soil 846 in sandy soil 847 in stone soil 848 above 600 mm to 900 mm dia 849 in soft soil 850 in hard soil 851 in sandy soil 852 in stone soil 853 installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 854 upto 300 mm dia 855 in soft soil 856 in hard soil 857 in sandy soil 858 in stone soil 859 above300 mm to 450 mm dia 860 in soft soil 861 in hard soil 862 in sandy soil 863 in stone soil 864 above 450 mm to 600 mm dia 865 in soft soil 866 in hard soil 867 in sandy soil 868 in stone soil 869 above 600 mm to 900 mm dia 870 in soft soil 871 in hard soil 872 in sandy soil 873 in stone soil 874 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) 875 without byepass arrangement pn 1 876 50 mm 877 65 mm 878 80 mm 879 100 mm 880 125 mm 881 150 mm 882 200 mm 883 250 mm 884 300 mm 885 350 mm 886 400 mm 887 450 mm 888 500 mm 889 600 mm 890 700 mm 891 750 mm 892 800 mm 893 900 mm 894 1000 mm 895 1100 mm 896 1200 mm 897 with byepass arrangement pn 1 898 50 mm 899 65 mm 900 80 mm 901 100 mm 902 125 mm 903 150 mm 904 200 mm 905 250 mm 906 300 mm 907 350 mm 908 400 mm 909 450 mm 910 500 mm 911 600 mm 912 700 mm 913 750 mm 914 800 mm 915 900 mm 916 1000 mm 917 1100 mm 918 1200 mm 919 without byepass arrangement pn 1.6 920 50 mm 921 65 mm 922 80 mm 923 100 mm 924 125 mm 925 150 mm 926 200 mm 927 250 mm 928 300 mm 929 350 mm 930 400 mm 931 450 mm 932 500 mm 933 600 mm 934 with byepass arrangement pn 1.6 935 50 mm 936 65 mm 937 80 mm 938 100 mm 939 125 mm 940 150 mm 941 200 mm 942 250 mm 943 300 mm 944 350 mm 945 400 mm 946 450 mm 947 500 mm 948 600 mm 949 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 950 with byepass arrangement pn 1 951 50 mm 952 65 mm 953 80 mm 954 100 mm 955 125 mm 956 150 mm 957 200 mm 958 250 mm 959 300 mm 960 350 mm 961 400 mm 962 450 mm 963 500 mm 964 600 mm 965 700mm 966 750 mm 967 800 mm 968 900 mm 969 1000 mm 970 1100 mm 971 1200mm 972 without byepass arrangement pn 1 973 50 mm 974 65 mm 975 80 mm 976 100 mm 977 125 mm 978 150 mm 979 200 mm 980 250 mm 981 300 mm 982 350 mm 983 400 mm 984 450 mm 985 500 mm 986 600 mm 987 700mm 988 750 mm 989 800 mm 990 900 mm 991 1000 mm 992 1100 mm 993 1200mm 994 providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 995 without byepass arrangement pn 1.6 996 50 mm 997 65 mm 998 80 mm 999 100 mm 1000 125 mm 1001 150 mm 1002 200 mm 1003 250 mm 1004 300 mm 1005 350 mm 1006 400 mm 1007 450 mm 1008 500 mm 1009 600 mm 1010 700mm 1011 750 mm 1012 800 mm 1013 900 mm 1014 1000 mm 1015 1100 mm 1016 1200mm 1017 with byepass arrangement pn 1.6 1018 50 mm 1019 65 mm 1020 80 mm 1021 100 mm 1022 125 mm 1023 150 mm 1024 200 mm 1025 250 mm 1026 300 mm 1027 350 mm 1028 400 mm 1029 450 mm 1030 500 mm 1031 600 mm 1032 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . 1033 dia 06 inch ( 150 mm ) 1034 id 153 mm od 167 mm 1035 screen thickness 07 mm 1036 slot 1.00 mm 1037 moc low carbon galvenised steel 1038 length 5 mtr. 1039 dia 08 inch ( 200 mm ) 1040 id 205 mm od 221mm 1041 screen thickness 08 mm 1042 slot 1.00 mm 1043 moc low carbon galvenised steel 1044 length 5 mtr. 1045 dia 10 inch ( 250 mm ) 1046 id 256 mm od 276mm 1047 screen thickness 10 mm 1048 slot 1.00 mm 1049 moc low carbon galvenised steel 1050 length 5 mtr. 1051 dia 12 inch ( 300 mm ) 1052 id 306 mm od 326 mm 1053 screen thickness 10 mm 1054 slot 1.00 mm 1055 moc low carbon galvenised steel 1056 length 5 mtr. 1057 dia 14 inch ( 350 mm ) 1058 id 338 mm od 363 mm 1059 screen thickness 12.5 mm 1060 slot 1.00 mm 1061 moc low carbon galvenised steel 1062 length 5 mtr. 1063 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . 1064 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . 1065 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . 1066 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . 1067 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . 1068 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . 1069 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . 1070 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1071 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1072 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1073 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . 1074 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . 1075 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . 1076 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. 1077 1078 1079 1080 1081 1082 pumps 1083 supplying 100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 1084 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 1085 1 h.p. 1086 1.5 hp 1087 2 hp 1088 2.5 hp 1089 3.0 hp 1090 4.0 hp 1091 5.0 hp 1092 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 1093 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 1094 1.5 hp 1095 2.0 hp 1096 3.0 hp 1097 4.0 hp 1098 5.0 hp 1099 6.0 hp 1100 7.5 hp 1101 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 1102 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 1103 8.0 hp 1104 9.0 hp 1105 10.0 hp 1106 11.0 hp 1107 12.5 hp 1108 15.0 hp 1109 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 1110 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 1111 17.5 hp 1112 20.0 hp 1113 25 hp 1114 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 1115 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 1116 2 ) for 150 mm dia energy efficient pumps add as below 1117 a. up to 8 stages : 3% on supply rate 1118 b. up to 12 stages : 4% on supply rate 1119 c. up to 15 stages : 5% on supply rate 1120 pressure gauge 1121 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 1122 pressure gauge ( 100 mm dia ) 1123 pressure gauge ( 150 mm dia ) 1124 vacuum / combination gauge 1125 supplying vacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 1126 vacuum / combination gauge – 100 mm dia 1127 vacuum / combination gauge – 150 mm dia 1128 lifting equipment 1129 chain pulley block 1130 supplying triple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 1131 1 tonne capacity 1132 2 tonne capacity 1133 3 tonne capacity 1134 hand operated circular or rectangular travelling crane ( single girder ) 1135 supplying single girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 1136 3 tonne capacity 1137 up to 5 m span 1138 above 5 m up to 6 m span 1139 above 6 m up to 8 m span 1140 5 tonne capacity 1141 up to 5 m span 1142 above 5 m up to 6 m span 1143 above 6 m up to 8 m span 1144 above 8 m up to 10 m span 1145 electric operated circular or rectangular travelling crane ( single girder ) 1146 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 1147 5 tonne capacity 1148 above 6 m up to 8 m span 1149 above 8 m up to 10 m span 1150 7.5 tonne capacity 1151 above 6 m upto 8 m span 1152 above 8 m up to 10 m span 1153 10 tonne capacity 1154 above 6 m up to 8 m span 1155 above 8 m up to 10 m span 1156 square bar / rail 1157 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 1158 50 x 50 mm ( en 8 ) 1159 40 x 40 mm ( en 8 ) 1160 lightening arrester, ab switch, insulators 1161 lightening arrestor 1162 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 1163 suitable for 11 kv supply, distribution class 1164 suitable for 22 kv supply, distribution class 1165 suitable for 33 kv supply, station class 1166 disc insulator 1167 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1168 suitable for 11kv line 1169 suitable for 33kv line 1170 pin insulator 1171 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1172 suitable for 11kv line 1173 suitable for 33kv line 1174 air break switch without earth switch 1175 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1176 suitable for 11kv line 1177 rocking / tilting type 1178 rotating type 1179 suitable for 33kv line 1180 rocking / tilting type 1181 rotating type 1182 air break switch with earth switch 1183 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1184 suitable for 11kv line 1185 rotating type 1186 suitable for 33kv line 1187 rotating type 1188 drop out fuse ( channel mounted ) 1189 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1190 suitable for 11 kv line 1191 suitable for 33 kv line 1192 horn gap fuse ( channel mounted ) 1193 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1194 suitable for 11 kv line 1195 suitable for 33 kv line 1196 transformer 1197 power transformer ( with off load tap changer ) any isi mark 1198 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1199 1.      oil conservator with filling hole with cap and plain oil level gauge. 1200 2.      silica gel dehydrating breather charged with silica gel. 1201 3.      oil drain valve 1202 4.      oil filter valve 1203 5.      lifting eyes / hooks 1204 6.      two earthing terminals 1205 7.      diagram and rating plate 1206 8.      air vent 1207 9.      explosion vent 1208 10.   100mm dia thermo meter with thermometer pocket 1209 11.   four bi directional plain roller. 1210 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 1211 63 kva ( no load loss 180w and load loss 1235w ) 1212 100 kva ( no load loss 260w and load loss 1760w ) 1213 160kva ( no load loss 260w and load loss 1760w ) 1214 200kva ( no load loss 500w and load loss3000w ) 1215 250kvaa ( no load loss 550w and load loss3600w ) 1216 315kva ( no load loss 580w and load loss 4200w ) 1217 400 kva ( no load loss 715w and load loss 5000w ) 1218 500 kva ( no load loss 850w and load loss 5800w ) 1219 630 kva ( no load loss 1000w and load loss 7000w ) 1220 750 kva ( no load loss 1500w and load loss 8000w ) 1221 power transformer ( with on load tap changer ) 1222 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1223 1.      oil conservator with filling hole with cap and plain oil level gauge. 1224 2.      silica gel dehydrating breather charged with silica gel. 1225 3.      oil drain valve 1226 4.      oil filter valve 1227 5.      lifting eyes / hooks 1228 6.      two earthing terminals 1229 7.      diagram and rating plate 1230 8.      air vent 1231 9.      explosion vent 1232 10.   100mm dia thermo meter with thermometer pocket 1233 11.   four bi directional plain roller. 1234 12.   buchholz relay 1235 13.   resistance temp. detector 1236 14.   marshalling box 1237 15.   automatic voltage regulator ( avr ) 1238 16.   remote tap changing controller ( rtcc ) 1239 transformer 11000 / 433 volts with on load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1240 750 kva 1241 1000 kva 1242 1250 kva 1243 1600 kva 1244 2000 kva 1245 motors 1246 foot mounted motors tefc 1500 rpm 1247 supplying foot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1248 15 kw ( 20 hp ) 1249 18.5 kw ( 25 hp ) 1250 22 kw ( 30 hp ) 1251 30 kw ( 40 hp ) 1252 37 kw ( 50 hp ) 1253 45 kw ( 60 hp ) 1254 55 kw ( 75 hp ) 1255 75 kw ( 100 hp ) 1256 90 kw ( 120 hp ) 1257 110 kw ( 150 hp ) 1258 132kw ( 180hp ) 1259 160kw ( 215 hp ) 1260 250kw ( 335 hp ) 1261 foot mounted motor tefc 1500 rpm 1262 0.75 kw ( 1hp ) 1263 1.1   kw ( 1.5 hp ) 1264 1.5 kw ( 2 hp ) 1265 2.2 kw ( 3 hp ) 1266 3.7 kw ( 5 hp ) 1267 5.5 kw ( 7.5 hp ) 1268 7.5 kw ( 10 hp ) 1269 9.3 kw ( 12.5 hp ) 1270 11 kw ( 15 hp ) 1271 aluminium cable 1272 cable 1273 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1274 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1275 3 core 2.5 sq mm 1276 3 core 4 sq mm 1277 3 core 6 sq mm 1278 3 core 10 sq mm 1279 3 core 16 sq mm 1280 3 core 25 sq mm 1281 3 core 35 sq mm 1282 3 core 50 sq mm 1283 3 core 70 sq mm 1284 3 core 95 sq mm 1285 3 core 120 sq mm 1286 3 core 150 sq mm 1287 3 core 185 sq mm 1288 3 core 240 sq mm 1289 3 core 300 sq mm 1290 3 core 400 sq mm 1291 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1292 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1293 3.5 core 25 sq mm 1294 3.5 core 35 sq mm 1295 3.5 core 50 sq mm 1296 3.5 core 70 sq mm 1297 3.5 core 95 sq mm 1298 3.5 core 120 sq mm 1299 3.5 core 150 sq mm 1300 3.5 core 185 sq mm 1301 3.5 core 240 sq mm 1302 3.5 core 300 sq mm 1303 3.5 core 400 sq mm 1304 ht aluminium three core 3.3 kve cable xlpe insulated 1305 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1306 3 core 35 sq mm 1307 3 core 50 sq mm 1308 3 core 70 sq mm 1309 3 core 95 sq mm 1310 3 core 120 sq mm 1311 3 core150sq mm 1312 3 core 185 sq mm 1313 3 core 240sq mm 1314 3 core 300 sq mm 1315 3 core 400 sq mm 1316 ht aluminium three core 6.6 kv ( ue ) / 11kv e cable xlpe insulated 1317 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1318 3 core 35 sq mm 1319 3 core 50 sq mm 1320 3 core 70 sq mm 1321 3 core 95 sq mm 1322 3 core 120 sq mm 1323 3 core150sq mm 1324 3 core 185 sq mm 1325 3 core 240sq mm 1326 3 core 300 sq mm 1327 3 core 400 sq mm 1328 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1329 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1330 3 core 35 sq mm 1331 3 core 50 sq mm 1332 3 core 70 sq mm 1333 3 core 95 sq mm 1334 3 core 120 sq mm 1335 3 core150sq mm 1336 3 core 185 sq mm 1337 3 core 240sq mm 1338 3 core 300 sq mm 1339 3 core 400 sq mm 1340 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1341 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1342 3 core 4 sq mm 1343 3 core 6 sq mm 1344 3 core 10 sq mm 1345 3 core 16 sq mm 1346 3 core 25 sq mm 1347 3 core 35 sq mm 1348 3 core 50 sq mm 1349 3 core 70 sq mm 1350 3 core 95 sq mm 1351 3 core 120 sq mm 1352 3 core 150 sq mm 1353 3 core 185 sq mm 1354 3 core 240 sq mm 1355 3 core 300 sq mm 1356 3 core 400 sq mm 1357 copper cable 1358 cable 1359 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1360 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1361 3 core 1.5 sq mm 1362 3 core 2.5 sq mm 1363 3 core 4 sq mm 1364 3 core 6 sq mm 1365 3 core 10 sq mm 1366 3 core 16 sq mm 1367 3 core 25 sq mm 1368 3 core 35 sq mm 1369 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1370 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1371 3  core 1.5 sq mm 1372 3  core 2.5 sq mm 1373 3  core 4 sq mm 1374 3  core 6 sq mm 1375 3  core 10 sq mm 1376 3  core 16 sq mm 1377 3 core 25 sq mm 1378 3 core 35 sq mm 1379 3 core 50 sq mm 1380 3 core 70 sq mm 1381 3 core 95 sq mm 1382 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1383 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1384 3.5 core 1.5 sq mm 1385 3.5 core 2.5 sq mm 1386 3.5 core 4 sq mm 1387 3.5 core 6 sq mm 1388 3.5 core 10 sq mm 1389 3.5 core 16 sq mm 1390 3.5 core 25 sq mm 1391 3.5 core 35 sq mm 1392 3.5 core 50 sq mm 1393 3 .5 core 70 sq mm 1394 3.5 core 95 sq mm 1395 3.5 core 120 sq mm 1396 3 .5 core150sq mm 1397 3.5 core 185 sq mm 1398 3.5 core 240sq mm 1399 3.5 core 300 sq mm 1400 3.5 core 400 sq mm 1401 copper conductor 3.5 core xlpe / pvc unarmoured 1402 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1403 3.5 core 25 sq mm 1404 3.5 core 35 sq mm 1405 3.5 core 50 sq mm 1406 3.5 core 70 sq mm 1407 3.5 core 95 sq mm 1408 3.5 core 120 sq mm 1409 3.5 core150sq mm 1410 3.5 core 185 sq mm 1411 3.5 core 240sq mm 1412 3.5 core 300 sq mm 1413 3.5 core 400 sq mm 1414 copper conductor three core, xlpe / pvc insulated & armoured cable . 1415 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1416 3  core 1.5 sq mm 1417 3 core 2.5 sq mm 1418 3 core 4 sq mm 1419 3 core 6 sq mm 1420 3 core 10 sq mm 1421 3 core 16 sq mm 1422 3 core 25 sq mm 1423 3 core 35 sq mm 1424 3 core 50 sq mm 1425 3 core 70 sq mm 1426 3 core 95 sq mm 1427 3 core 120 sq mm 1428 3 core 150sq mm 1429 3core 185 sq mm 1430 3 core 240 sq mm 1431 3 core 300 sq mm 1432 3 core 400 sq mm 1433 foot valve 1434 foot valve 1435 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1436 flanged type 1437 50 mm 1438 65 mm 1439 80 mm 1440 100 mm 1441 125 mm 1442 150 mm 1443 air circuit breaker 1444 acb breaking capacity 50ka thermal magnetic manual draw out type 3 pole 1445 630a 1446 800a 1447 1000a 1448 1250a 1449 1600a 1450 2000a 1451 starter 1452 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1453 7.5 h.p. 1454 10 h.p. 1455 supplying fully automatic star delta starter to operate induction motor working on 415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1456 f.a.s.d starter 1457 10.0 h.p. 1458 15 h.p. 1459 20 h.p. 1460 25 h.p. 1461 35 h.p. 1462 40 hp 1463 50 hp 1464 75 h.p. 1465 100 h.p. 1466 125 h.p. 1467 150 h.p. 1468 250 h.p. 1469 servo controlled automatic voltage stabilizer 1470 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1471 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1472 20 kva air cooled 1473 25 kva air cooled 1474 30 kva air cooled 1475 40 kva air cooled 1476 50 kva oil cooled 1477 60 kva oil cooled 1478 75 kva oil cooled 1479 100 kva oil cooled 1480 125 kva oil cooled 1481 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1482 15 kva air cooled 1483 20 kva air cooled 1484 25 kva air cooled 1485 30 kva air cooled 1486 40 kva air cooled 1487 50kva air cooled 1488 60 kva oil cooled 1489 75kva oil cooled 1490 100 kva oil cooled 1491 125 kva oil cooled 1492 150 kva oil cooled 1493 200kva oil cooled 1494 250kva oil cooled 1495 300 kva oil cooled 1496 400 kva oil cooled 1497 termination kit 1498 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1499 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1500 25 50 mm2 1501 70 120 mm2 1502 150 185 mm2 1503 240 400 mm2 1504 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1505 25 50 mm2 1506 70 120 mm2 1507 150 185 mm2 1508 240 400 mm2 1509 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1510 25 50 mm2 1511 70 120 mm2 1512 150 185 mm2 1513 240 300 mm2 1514 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1515 25 50 mm2 1516 70 120 mm2 1517 150 185 mm2 1518 240 400 mm2 1519 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1520 25 50 mm2 1521 70 120 mm2 1522 150 185 mm2 1523 240 400 mm2 1524 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1525 25 50 mm2 1526 70 120 mm2 1527 150 185 mm2 1528 240 300 mm2 1529 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1530 25 50 mm2 1531 70 120 mm2 1532 150 185 mm2 1533 240 400 mm2 1534 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1535 25 50 mm2 1536 70 120 mm2 1537 150 185 mm2 1538 240 400 mm2 1539 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1540 25 50 mm2 1541 70 95 mm2 1542 120 150 mm2 1543 185 240 mm2 1544 300 400 mm2 1545 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1546 25 50 mm2 1547 70 95 mm2 1548 120 185 mm2 1549 240 400 mm2 1550 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1551 25 50 mm2 1552 70 95 mm2 1553 120 185 mm2 1554 240 400 mm2 1555 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1556 35 70 mm2 1557 95 150 mm2 1558 185 300 mm2 1559 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

31943176 quotations through etender are invited for rate of items / materials annexed as annexure 1 1 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system 2 hdpe pipes 75mm dia 3 hdpe pipes 90mm dia 4 gi pipe 50 mm dia ( tata or equivalent make ) 5 jute 6 g.m. ferrules 7 ( i ) 8 mm dia wt. not less than 400 gms 8 ( ii ) 10 mm dia wt. not less than 400 gms 9 ( iii ) 15 mm dia wt. not less than 400 gms 10 ( iv ) 20 mm dia wt. not less than 600 gms 11 ( v ) 25 mm dia wt. not less than 900 gms 12 stop cocks 13 ( i ) 15 mm brass stop cock wt. not less than 300 gms 14 ( ii ) 20 mm brass stop cock wt. not less than 400 gms 15 ( iii ) 25 mm brass stop cock wt. not less than 575 gms 16 ( iv ) 32 mm brass stop cock wt. not less than 850 gms 17 ( v ) 40 mm brass stop cock wt. not less than 1.15 kg 18 ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg 19 ( vii ) 15 mm dia c.i. body brass working part stop cock. 20 ( viii ) 20 mm dia c.i. body brass working part stop cock. 21 ( ix ) 25 mm dia c.i. body brass working part stop cock. 22 g.m. full way valve 23 ( i ) 15 mm dia wt. not less than 300 gms without wheel 24 ( ii ) 20 mm dia wt. not less than 400 gms without wheel 25 ( iii ) 25 mm dia wt. not less than 500 gms without wheel 26 ( iv ) 32 mm dia wt. not less than 700 gms without wheel 27 ( v ) 40 mm dia wt. not less than 1.0 kg without wheel 28 ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel 29 ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel 30 ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel 31 g.m. non return valve verticle 32 ( i ) 15 mm dia wt. not less than 150 gms 33 ( ii ) 20 mm dia wt. not less than 250 gms 34 ( iii ) 25 mm dia wt. not less than 375 gms 35 ( iv ) 32 mm dia wt. not less than 600 gms 36 ( v ) 40 mm dia wt. not less than 700 gms 37 ( vi ) 50 mm dia wt. not less than 1.0 kg 38 ( vii ) 65 mm dia wt. not less than 1.20 kg 39 ( viii ) 80 mm dia wt. not less than 1.50 kg 40 ( ix ) 100 mm dia wt. not less than 1.80 kg 41 g.m. non return valve horizontal 42 ( i ) 15 mm dia wt. not less than 150 gms 43 ( ii ) 20 mm dia wt. not less than 250 gms 44 ( iii ) 25 mm dia wt. not less than 375 gms 45 ( iv ) 32 mm dia wt. not less than 600 gms 46 ( v ) 40 mm dia wt. not less than 700 gms 47 ( vi ) 50 mm dia wt. not less than 1.0 kg 48 ( vii ) 65 mm dia wt. not less than 1.20 kg 49 ( viii ) 80 mm dia wt. not less than 1.50 kg 50 ( ix ) 100 mm dia wt. not less than 1.80 kg 51 cocks 52 ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms 53 ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms 54 ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms 55 ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms 56 ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms 57 ( vi ) 15 mm c.i. plug cock ordinary 58 ( vii ) 15 mm c.i. push cock ordinary 59 chromium plated brass fittings 60 ( i ) c.p. shower rose 100 mm dia 61 ( ii ) c.p. shower rose 125 mm dia 62 ( iii ) p.v.c. shower rose 150 mm dia 63 ( iv ) p.v.c shower rose 125 mm dia 64 connection pipe 65 ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. 66 ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. 67 ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. 68 ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. 69 g.i. fittings ( conforming to i.s. 1879 ) isi marked 70 [ a ] g.i. bend 71 ( i ) 15 mm 72 ( ii ) 20 mm 73 ( iii ) 25 mm 74 ( iv ) 32 mm 75 ( v ) 40 mm 76 ( vi ) 50 mm 77 ( vii ) 65 mm 78 ( viii ) 80 mm 79 ( ix ) 100 mm 80 ( x ) 125 mm 81 ( xi ) 150 mm 82 [ b ] elbow of the following sizes 83 ( i ) 15 mm 84 ( ii ) 20 mm 85 ( iii ) 25 mm 86 ( iv ) 32 mm 87 ( v ) 40 mm 88 ( vi ) 50 mm 89 ( vii ) 65 mm 90 ( viii ) 80 mm 91 ( ix ) 100 mm 92 ( x ) 125 mm 93 ( xi ) 150 mm 94 [ c ] tee plain of the following sizes 95 ( i ) 15 mm 96 ( ii ) 20 mm 97 ( iii ) 25 mm 98 ( iv ) 32 mm 99 ( v ) 40 mm 100 ( vi ) 50 mm 101 ( vii ) 65 mm 102 ( viii ) 80 mm 103 ( ix ) 100 mm 104 ( x ) 125 mm 105 ( xi ) 150 mm 106 [ d ] reducing tee plain of the following sizes ( taking larger dimension ) 107 ( i ) 20 mm 108 ( ii ) 25 mm 109 ( iii ) 32 mm 110 ( iv ) 40 mm 111 ( v ) 50 mm 112 ( vi ) 65 mm 113 ( vii ) 80 mm 114 ( viii ) 100 mm 115 ( ix ) 125 mm 116 ( x ) 150 mm 117 [ e ] socket plain of the following size ( taking larger dimension ) 118 ( i ) 15 mm 119 ( ii ) 20 mm 120 ( iii ) 25 mm 121 ( iv ) 32 mm 122 ( v ) 40 mm 123 ( vi ) 50 mm 124 ( vii ) 65 mm 125 ( viii ) 80 mm 126 ( ix ) 100 mm 127 ( x ) 125 mm 128 ( xi ) 150 mm 129 [ f ] reducing socket plain of the following sizes ( taking larger dimension ) 130 ( i ) 20 mm 131 ( ii ) 25 mm 132 ( iii ) 32 mm 133 ( iv ) 40 mm 134 ( v ) 50 mm 135 ( vi ) 65 mm 136 ( vii ) 80 mm 137 ( viii ) 100 mm 138 ( ix ) 125 mm 139 ( x ) 150 mm 140 [ g ] union socket of the following sizes 141 ( i ) 15 mm 142 ( ii ) 20 mm 143 ( iii ) 25 mm 144 ( iv ) 32 mm 145 ( v ) 40 mm 146 ( vi ) 50 mm 147 ( vii ) 65 mm 148 ( viii ) 80 mm 149 ( ix ) 100 mm 150 ( x ) 125 mm 151 ( xi ) 150 mm 152 [ h ] plugs of the following sizes 153 ( i ) 15 mm 154 ( ii ) 20 mm 155 ( iii ) 25 mm 156 ( iv ) 32 mm 157 ( v ) 40 mm 158 ( vi ) 50 mm 159 ( vii ) 65 mm 160 ( viii ) 80 mm 161 ( ix ) 100 mm 162 ( x ) 125 mm 163 ( xi ) 150 mm 164 [ i ] jam nuts of the following sizes 165 ( i ) 15 mm 166 ( ii ) 20 mm 167 ( iii ) 25 mm 168 ( iv ) 32 mm 169 ( v ) 40 mm 170 ( vi ) 50 mm 171 ( vii ) 65 mm 172 ( viii ) 80 mm 173 ( ix ) 100 mm 174 ( x ) 125 mm 175 ( xi ) 150 mm 176 [ j ] g.i. nipple of the following sizes 177 ( i ) 15 mm dia x 100 mm long 178 ( ii ) 20 mm dia x 100 mm long 179 ( iii ) 25 mm dia x 100 mm long 180 ( iv ) 32mm dia x 100 mm long 181 ( v ) 40 mm dia x 100 mm long 182 ( vi ) 50 mm dia x 100 mm long 183 ( vii ) 65 mm dia x 100 mm long 184 ( viii ) 80 mm dia x 100 mm long 185 ( ix ) 100 mm dia x 100 mm long 186 [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality 187 ( i ) 15 mm dia 188 ( ii ) 20 mm dia 189 ( iii ) 25 mm dia 190 ( iv ) 32 mm dia 191 ( v ) 40 mm dia 192 ( vii ) 65 mm dia 193 mirrors 194 ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror 195 ( b ) do 450 mm x 300 mm do 196 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail 197 ( b ) do 450 mm x 125 mm do 198 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete 199 ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets 200 c.p. brass soap dish medium quality with screw and hinges etc. 201 c.p. liquid soap solution holder 202 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make 203 ( a ) 580 mm long 204 ( b ) 510 mm long 205 ( c ) 450 mm long 206 ( d ) 510 mm long white glazed fiber i.w.c 207 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make 208 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket 209 ( a ) 12.5 liters lowdown c.i. cistern 210 ( b ) 10.0 liters capacity p.v.c. low design cistern 211 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make 212 ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make 213 ( c ) black / white plastic seat for e.w.c do as above. 214 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size 215 ( b ) do squatting small 450 mm x 350 mm 216 ( c ) do squatting large 600 mm x 350 mm 217 ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make 218 ( e ) partition plate for urinal 25 x 13 size 219 ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings 220 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make 221 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make 222 ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) 223 ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) 224 ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) 225 ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) 226 drain board 227 ( a ) 600 mm x 450 mm ( 24 x 18 ) 228 ( b ) 525 mm x 450 mm ( 21 x 18 ) 229 h.c.i. pipes 230 ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) 231 ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) 232 ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) 233 ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) 234 ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) 235 ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) 236 ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) 237 ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) 238 ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) 239 ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) 240 ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) 241 ( l ) 150 mm dia single socket 3 0 with ear 242 ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) 243 ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) 244 ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) 245 ( p ) 150 mm dia single socket 2 0 with ear 246 ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) 247 ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) 248 ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) 249 ( t ) 150 mm dia single socket 250 h.c.i. fittings. 251 ( i ) plain bend of following size 252 ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) 253 ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) 254 ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) 255 ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) 256 ( ii ) bend with door with following size 257 ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) 258 ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) 259 ( c ) 100 mm dia do 5.5 kg 260 ( d ) 150 mm dia do 261 ( iii ) single junction with door of followings sizes. 262 ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) 263 ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) 264 ( c ) 100 mm dia do 9.50 kg 265 ( d ) 150 mm dia do 266 ( iv ) double junction with door of following sizes. 267 ( a ) 50 mm dia do 4.5 kg 268 ( b ) 80 mm dia do 7.00 kg 269 ( c ) 100 mm dia do 13.00 kg 270 ( d ) 150 mm dia do 271 ( v ) heel rest bend of following sizes 272 ( a ) 50 mm dia 273 ( b ) 80 mm dia 274 ( c ) 100 mm dia 275 ( d ) 150 mm dia 276 ( vi ) cowel of following sizes 277 ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) 278 ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) 279 ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) 280 ( d ) 150 mm dia do 281 ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg 282 ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg 283 ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg 284 ( x ) pass over 50 mm x 150 mm for 50 mm projection 285 ( xi ) do 100 mm x 150 mm for 100 mm projection 286 ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg 287 ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg 288 ( xiv ) h.c.i. offset 80 mm projection of the following size 289 ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg 290 ( b ) 80 mm dia do 3.50 kg 291 ( c ) 100 mm dia do 5.00 kg 292 ( d ) 150 mm dia do 293 ( xv ) h.c.i. socket of following sizes 294 ( a ) 50 mm dia ( weight without ear ) 1.50 kg 295 ( b ) 80 mm dia ( weight without ear ) 3.00 kg 296 ( c ) 100 mm dia ( weight without ear ) 4.50 kg 297 ( d ) 150 mm dia ( weight without ear ) do 298 c.i. cover with frame for manhole and inspection chamber 299 ( a ) 600 mm x 450 mm size ( wt. 39 kg ) 300 ( b ) 600 mm x 450 mm size ( wt. 25 kg ) 301 ( c ) 500 mm x 450 mm size ( wt. 25 kg ) 302 c.i. bracket pair for w.h.b 303 ( a ) 550 mm x 400 mm size ( 22 x 16 ) 304 ( b ) do for 12.5 liter cistern 305 ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink 306 ( d ) 40 mm x 60 mm ms plate bracket for sink as above 307 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b 308 ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink 309 ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal 310 ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal 311 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 312 ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b 313 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern 314 rubber inserttion 3 mm ( 1 / 8 ) thick 315 pig lead 316 yarn 317 rubber gasket for c.i pipe of good quality 318 ( a ) 80 mm 319 ( b ) 100 mm 320 ( c ) 125 mm 321 ( d ) 150 mm 322 ( e ) 200 mm 323 ( f ) 250 mm 324 ( g ) 300 mm 325 ( h ) 350 mm 326 ( i ) 400 mm 327 ( j ) 450 mm 328 ( k ) 500 mm 329 ( l ) 600 mm 330 ( m ) 700 mm 331 ( n ) 750 mm 332 ( o ) 800 mm 333 ( p ) 900 mm 334 ( q ) 1000 mm 335 ( r ) 1200 mm 336 cotton waste 337 asbestos suta ( gland packing ) 338 solvent cement 339 hydrocloric acid ( sepecific gravity 1.20 ) 340 cp & pvc fitting 341 ( i ) 32 mm dia c.p. waste 342 ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling 343 ( iii ) 40 mm dia c.p. waste 344 ( iv 40 mm dia pvc waste pipe 750 mm long with coupling 345 ( v 100 mm dia steel jali 346 ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) 347 ( vii ) 50 mm dia pvc pipe with coupling 348 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) 349 ( i ) pillar cock ( isi ) 350 ( ii ) pillar cock ( long neck ) 351 ( iii ) bib cock ( isi ) 352 ( iv ) bib cock ( long thread ) 353 ( v ) angular stop cock 354 ( vi ) angular stop cock ( long thread ) 355 ( vii ) concealed stop cock reduce ( isi ) 356 ( viii ) concealed stop cock heavy duty extra adjustable wall flange 357 ( ix ) long body bib cock 358 ( x ) swan neck tap with left hand operating knob 359 ( xi ) central hole basin mixer ( best quality ) 360 ( xii ) wall mixer with telephonic shower arrangement 361 ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange 362 ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange 363 ( xv ) sink mixer with swinging casted spout 364 ( xvi ) sink cock with swinging casted spout 365 ( xvii ) 4 way diverter for concealed fittings 366 ( xviii ) pressure adjustable shower with revolving joint 367 ( xix ) telephone shower with flexible pipe 368 ( xx ) flush cock with wall flange ( 25 mm ) 369 ( xxi ) towel rail 24 370 ( xxii ) towel ring 371 ( xxiii ) soap dish 372 ( xxiv ) tumbler holder 373 ( xxv ) toilet paper holder 374 ( xxvi ) glass shelf 22 375 ( xxvii ) corner glass shelf with bracket 376 ( xxviii ) flush valve complete with 32 mm size control cock & flange 377 c.i special & pvc pipes 378 1. c.i double shocketted fittings bend such as bend, tee, taper, 379 ( a ) 80 200 mm 380 ( b ) 250 700 mm 381 ( c ) 700 1000 mm 382 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc 383 ( a ) 80 200 mm 384 ( b ) 250 700 mm 385 ( c ) 700 1000 mm 386 spare parts of hand pump 387 hexagonal bolt m12x1.75x40mm long common to marks ii & iii 388 hexagonal nut m12x1.75mm 389 washer m12 ( 2.5mm thick ) 390 high tensile bolt m10x1.5x40mm long. 391 nyloc nut m10x1.5mm 392 handle axle ( stainless steel ) 393 washer for handle axle ( 4mm thick ) 394 ball bearing 6204 z 395 spacer for handle. 396 chain with coupling. 397 hexagonal bolt for front cover m12x1.75mm long. 398 nitrile rubber cup washer for mark – ii & iii 399 nitrile sealing ring mark – ii 400 nitrile rubber seating big for lower valve mark ii 401 nitrile rubber seating small for upper valve mark ii. 402 hexagonal rod coupling m12x1.75x50mm long. 403 pump head assembly ( g.i. ) with front cover, bolt & third plate. 404 front cover ( g.i. ) 405 handle assembly ( g.i. ) 406 ( a ) water tank assembly for mark – ii ( g.i. ) 407 ( b ) water tank assembly for mark – iii ( vlom 65 ) 408 stand assembly ( g.i. ) normal. 409 stand assembly ( telescopic ) ( g.i ) . 410 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) 411 a ) cylinder assembly complete set for mark ii 412 b ) cylinder assembly complete set for mark iii ( vlom 65 ) 413 a ) upper valve assembly complete set for india mark ii 414 b ) upper valve assembly complete set for india mark iii ( vlom 65 ) 415 a ) lower valve assembly complete set for india mark ii 416 b ) lower valve assembly complete set for im iii 417 reducer cap for cylinder mark ii 418 a ) plunger rod ( s.s. ) for mark – ii 419 b ) plunger rod ( s.s. ) for mark – iii 420 upper valve guide ( g.m. ) . 421 rubber seat retainer for mark ii 422 third plate for head assembly ( galanized ) 423 cylinder body with brass liner for im ii with reducer cap for top and bottom. 424 gun metal spacer. 425 check valve guide mark ii 426 a ) check valve seat for mark – ii 427 b ) check valve seat for mark – iii 428 nitrile rubber “o” ring ( vlom 65 ) 429 push rod for mark – iii ( s.s ) . 430 check nut for push rod ( s.s. ) . 431 nitrile rubber cup washer for vlom 50 432 nitrile rubber sealing ring for mark – iii vlom 65 433 nitrile rubber seating big for lower valve mk ii 434 nitrile rubber seating big for lower valve m iii vlom 65 ) 435 nitrile rubber bobbin vlom 50 436 nitrile rubber “o” ring vlom 50 437 nitrile rubber cone for vlom 50 438 nitrile rubber cone for vlom 65 439 nitrile rubber centralizer 150mm for ( vlom 65 ) . 440 nitrile rubber centralizer 125mm for ( vlom 65 ) . 441 nitrile rubber centralizer 150mm for ( vlom 50 ) . 442 nitrile rubber centralizer 125mm for vlom 50 443 nitrile rubber centralizer 100mm for vlom 50 444 water tank assembly mark – iii vlom 50 445 cylinder assembly complete set for mark – iii ( vlom 50 ) 446 upper valve assembly complete set for im iii ( vlom 50 ) 447 lower valve assembly complete set for im iii ( vlom 50 ) 448 a ) upper cap cylinder mark – iii ( vlom 65 ) 449 b ) upper cap cylinder mark – iii ( vlom 50 ) 450 a ) bottom cap for mark – iii ( vlom 50 ) 451 b ) bottom cap for mark – iii ( vlom 65 ) 452 follower for im iii 453 cage for mark iii 454 s.s. hexagonal bolt m 6x25mm long. 455 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. 456 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 457 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 458 di pipe : providing and supplying isi mark centrifugally cat ( spun ) ductile iron pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to is 8329 / 2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification k 7 & k 9 suitable for push on joint ( rubber gusket d jointing ) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. rates are ex factory excluding transpotion, taxes & duties, contractor profit & overhead charges etc.based on wpi 100.3 of may 2020 ( including cost of one no. gasket for each pipe ) 459 note : ( i ) the rates are exfactory but exclusive of gst & c.p. based on wpi 100.3 of may 2020. ( ii ) price variation of di pipe will be calculated based on prevalling wpi. 460 size 461 100 mm dia 462 150 mm dia 463 200 mm dia 464 250 mm dia 465 300 mm dia 466 350 mm dia 467 400 mm dia 468 450 mm dia 469 500 mm dia 470 600 mm dia 471 700 mm dia 472 750 mm dia 473 800 mm dia 474 900 mm dia 475 1000 mm dia 476 1100 mm dia 477 1200 mm dia 478 size 479 100 mm dia 480 150 mm dia 481 200 mm dia 482 250 mm dia 483 300 mm dia 484 350 mm dia 485 400 mm dia 486 450 mm dia 487 500 mm dia 488 600 mm dia 489 700 mm dia 490 750 mm dia 491 800 mm dia 492 900 mm dia 493 1000 mm dia 494 1100 mm dia 495 1200 mm dia 496 providing and supplying of isi standard di specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation , cp extra. 497 socketed 498 100 150 mm dia 499 200 300 mm dia 500 350 450 mm dia 501 500 600 mm dia 502 700 mm dia 503 800 mm dia 504 900 mm dia 505 1000 mm dia 506 1100 mm dia 507 1200 mm dia 508 flanged 509 100 150 mm dia 510 200 300 mm dia 511 350 450 mm dia 512 500 600 mm dia 513 700 mm dia 514 800 mm dia 515 900 mm dia 516 1000 mm dia 517 1100 mm dia 518 1200 mm dia 519 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes ) . 520 hdpe pipe of materials grade pe80 pn06 ( dia in mm ) 521 25 mm dia 522 32 mm dia 523 40 mm dia 524 50 mm dia 525 63 mm dia 526 75 mm dia 527 90 mm dia 528 110 mm dia 529 125 mm dia 530 140 mm dia 531 160 mm dia 532 180 mm dia 533 200 mm dia 534 225 mm dia 535 250 mm dia 536 280 mm dia 537 315 mm dia 538 355 mm dia 539 400 mm dia 540 450 mm dia 541 500 mm dia 542 hdpe pipe of materials grade pe80 pn10 ( dia in mm ) 543 25 mm dia 544 32 mm dia 545 40 mm dia 546 50 mm dia 547 63 mm dia 548 75 mm dia 549 90 mm dia 550 110 mm dia 551 125 mm dia 552 140 mm dia 553 160 mm dia 554 180 mm dia 555 200 mm dia 556 225 mm dia 557 250 mm dia 558 280 mm dia 559 315 mm dia 560 355 mm dia 561 400 mm dia 562 450 mm dia 563 500 mm dia 564 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) 25mm to 500mm dia confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes. 565 hdpe pipe of materials grade pe100 pn06 ( dia in mm ) 566 25 mm dia 567 32 mm dia 568 40 mm dia 569 50 mm dia 570 63 mm dia 571 75 mm dia 572 90 mm dia 573 110 mm dia 574 125 mm dia 575 140 mm dia 576 160 mm dia 577 180 mm dia 578 200 mm dia 579 225 mm dia 580 250 mm dia 581 280 mm dia 582 315 mm dia 583 355 mm dia 584 400 mm dia 585 450 mm dia 586 500 mm dia 587 hdpe pipe of materials grade pe100 pn10 ( dia in mm ) 588 25 mm dia 589 32 mm dia 590 40 mm dia 591 50 mm dia 592 63 mm dia 593 75 mm dia 594 90 mm dia 595 110 mm dia 596 125 mm dia 597 140 mm dia 598 160 mm dia 599 180 mm dia 600 200 mm dia 601 225 mm dia 602 250 mm dia 603 280 mm dia 604 315 mm dia 605 355 mm dia 606 400 mm dia 607 450 mm dia 608 500 mm dia 609 rcc esr 610 designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. 611 notes 612 the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) 613 the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. 614 for design having more than 6 columns, suitable bracing is obligatory. 615 plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed 616 irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. 617 these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. 618 staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 619 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. 620 all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 621 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. 622 the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . 623 for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. 624 below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. 625 the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. 626 the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 627 12 to 16 m staging 2% per metre 628 16 to 20 m staging 3% per metre 629 20 m and above 4% per metre 630 for 17 m staging height, percentage calculation will be like below : 631 12 to 16 m 4 x 2 = 8% 632 16 & 17 m 1 x 3% = 3% total = 11% 633 for 21 m staging height, percentage calculation will be like below : 634 12 to 16 m 4 x 2 = 8% 635 16 to 20 m 4 x 3% = 12% 636 20& 21 m 1 x 4% = 4% total = 24% 637 following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . 638 notes 639 conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. 640 conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. 641 rates for rcc esrs 642 upto 25, 000 litres 643 cost of 25, 000 litres capacity 644 add for capacity above 25, 000 upto 50, 000 litres 645 cost of 50, 000 litres capacity 646 add for capacity above 50, 000 upto 75, 000 litres 647 cost of 75, 000 litres capacity 648 add for capacity above 75, 000 upto 1, 00, 000 litres 649 cost of 1, 00, 000 litres capacity 650 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 651 cost of 1, 50, 000 litres capacity 652 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 653 cost of 2, 00, 000 litres capacity 654 add for capacity above 2, 00, 000 upto 2, 50, 000 litres 655 cost of 2, 50, 000 litres capacity 656 add for capacity above 2, 50, 000 upto 3, 00, 000 litres 657 cost of 3, 00, 000 litres capacity 658 add for capacity above 3, 00, 000 upto 4, 00, 000 litres 659 cost of 4, 00, 000 litres capacity 660 add for capacity above 4, 00, 000 upto 5, 00, 000 litres 661 cost of 5, 00, 000 litres capacity 662 add for capacity above 5, 00, 000 upto 7, 50, 000 litres 663 cost of 7, 50, 000 litres capacity 664 add for capacity above 7, 50, 000 upto 10, 00, 000 litres 665 cost of 10, 00, 000 litres capacity 666 add for capacity above 10, 00, 000 upto 15, 00, 000 litres 667 cost of 15, 00, 000 litres capacity 668 add for capacity above 15, 00, 000 upto 20, 00, 000 litres 669 cost of 20, 00, 000 litres capacity 670 rcc gsr and sump 671 designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. 672 anti –termite treatment shall be given for under ground portion of the structure. 673 notes 674 the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) 675 only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. 676 entire structure shall be in m 300 only. 677 the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 678 the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. 679 the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. 680 g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. 681 for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. 682 cost of pump house is not included in these rates. 683 above rates are applicable for seismic zones 2, 3 and 4. 684 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 685 10% shall be added for sump if over head pump house is proposed. 686 note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. 687 rates for rcc gsrs and sumps 688 upto 25, 000 litres 689 cost of 25, 000 litres capacity 690 add for capacity above 25, 000 upto 50, 000 litres 691 cost of 50, 000 litres capacity 692 add for capacity above 50, 000 upto 75, 000 litres 693 cost of 75, 000 litres capacity 694 add for capacity above 75, 000 upto 1, 00, 000 litres 695 cost of 1, 00, 000 litres capacity 696 add for capacity above 1, 00, 000 upto 1, 50, 000 litres 697 cost of 1, 50, 000 litres capacity 698 add for capacity above 1, 50, 000 upto 2, 00, 000 litres 699 cost of 2, 00, 000 litres capacity 700 add for capacity above 2, 00, 000 upto 3, 00, 000 litres 701 cost of 3, 00, 000 litres capacity 702 add for capacity above 3, 00, 000 upto 5, 00, 000 litres 703 cost of 5, 00, 000 litres capacity 704 add for capacity above 5, 00, 000 upto 10, 00, 000 litres 705 cost of 10, 00, 000 litres capacity 706 addforcapacityabove10, 00, 000upto15, 00, 000 litres 707 cost of 15, 00, 000 litres capacity 708 add for capacity above 15, 00, 000 litres 709 note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. 710 unconventional water treatment plant 711 designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. 712 aeration fountain 713 inlet arrangements 714 mixing channel with ventury flume and flow measuring arrangement 715 inlet channel 716 flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes 717 tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance 718 rapid sand gravity filters all valve shall be glandless. 719 filter house 720 chemical house 721 alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 722 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. 723 tcl solution tank with mixing, carrying and dosing arrangement with piping. 724 bypass arrangement 725 external and internal electrification 726 laboratory equipments 727 wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. 728 wash water pumps with 100% standby 729 air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. 730 pure water sump of capacity equal to 1 hour pumping capacity. 731 pure water pump house over the sump / by the side of sump. 732 drainage arrangements 733 alum store 734 sanitary block with necessary water supply and drainage arrangements and internal wbm roads. 735 these rates are applicable for seismic zones 2, 3 and 4. 736 rates given below are inclusive of uplift pressure if any and dewatering during the entire work. 737 all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. 738 unconventional treatment plants less than 1 mld capacity shall not be constructed. 739 all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . 740 note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. 741 unconventional water treatment plant 742 fixed cost for 1 mld 743 add for capacity above 1 mld upto 2 mld 744 cost of 2 mld treatment plant 745 add for capacity above 2 mld upto 3 mld 746 cost of 3 mld treatment plant 747 conventional water treatment plant 748 designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . 749 aeration fountain plan are a not less than 0.625 square metre per mld 750 ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) 751 flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. 752 flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. 753 clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. 754 rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. 755 filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. 756 wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. 757 wash water pumps capacity to fill water tank in 1 hour with 100% standby. 758 air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . 759 chemical house in two storeys 760 ground floor to accommodate 7 days alum requirement and sundry storage. 761 first floor to accommodate alum and lime tanks. etc. 762 solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. 763 pure water sump and sump house. 764 capacity of sump – one hour of designed flow. 765 pump house pump house of required size over the sump or by the side. 766 store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. 767 vacuum feed type chlorinators make tobe approved by mjp. 768 conforming to i.s. 10533 a part ii 1983 769 rate for withdrawal 770 temperature kg. of chlorine discharge degree c per day ( cylinders ) 771 45 67 tonnes 772 10 6.35 9.50 110 773 15 10.75 16.10 130 774 20 14.50 21.24 254 775 27&above 18.70 28.12 315 776 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 777 100% standby shall be provided. 778 by pass arrangements c.i. or m.s. pipes. 779 disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe 780 for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete 781 drainage arrangements – rcc pipes up to plot boundary. 782 electrical installation – both internal and external including entire plant area. 783 laboratory equipment –as per requirement ( to be specified during tendering ) . 784 sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. 785 administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. 786 rates given below are inclusive of up lift pressure if any and dewatering during entire work. 787 all pipes condutes channels with20%overloading 788 these rates are applicable for seismic zones 2, 3 and 4. 789 all rcc structures shall be constructed in m 300. 790 note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . 791 conventional water treatment plant 792 above 3 mld to upto 5 mld 793 cost of 5 mld treatment plant 794 add for capacity above 5mld upto 10 mld 795 cost of 10 mld treatment plant 796 add for capacity above 10 mld upto 20 mld 797 cost of 20 mld treatment plant 798 add for capacity above 20 mld upto 50 mld 799 cost of 50 mld treatment plant 800 add for capacity above 50 mld upto 100 mld 801 cost of 100 mld treatment plant 802 add for capacity above 100 mld 803 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 804 300 mm dia for gpt 805 400 mm dia for hygpt 806 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) 807 from 0 50 meter 808 from 51 125 meter 809 ms pipe 810 supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) 811 supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) 812 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) 813 drillig upto 30 mtr depth below g. l. in rural area 814 drilling beyond 31 mtr upto 60 mtr below g. l. in rural area 815 trenchless 816 installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 817 from 900 mm to 1000 mm dia 818 in soft soil 819 in hard soil 820 in sandy soil 821 in stone soil 822 from 1000 mm to 1200 mm dia 823 in soft soil 824 in hard soil 825 in sandy soil 826 in stone soil 827 above 1200 mm to 1500 mm dia 828 in soft soil 829 in hard soil 830 in sandy soil 831 in stone soil 832 installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 833 upto 300 mm dia 834 in soft soil 835 in hard soil 836 in sandy soil 837 in stone soil 838 above300 mm to 450 mm dia 839 in soft soil 840 in hard soil 841 in sandy soil 842 in stone soil 843 above 450 mm to 600 mm dia 844 in soft soil 845 in hard soil 846 in sandy soil 847 in stone soil 848 above 600 mm to 900 mm dia 849 in soft soil 850 in hard soil 851 in sandy soil 852 in stone soil 853 installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) 854 upto 300 mm dia 855 in soft soil 856 in hard soil 857 in sandy soil 858 in stone soil 859 above300 mm to 450 mm dia 860 in soft soil 861 in hard soil 862 in sandy soil 863 in stone soil 864 above 450 mm to 600 mm dia 865 in soft soil 866 in hard soil 867 in sandy soil 868 in stone soil 869 above 600 mm to 900 mm dia 870 in soft soil 871 in hard soil 872 in sandy soil 873 in stone soil 874 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) 875 without byepass arrangement pn 1 876 50 mm 877 65 mm 878 80 mm 879 100 mm 880 125 mm 881 150 mm 882 200 mm 883 250 mm 884 300 mm 885 350 mm 886 400 mm 887 450 mm 888 500 mm 889 600 mm 890 700 mm 891 750 mm 892 800 mm 893 900 mm 894 1000 mm 895 1100 mm 896 1200 mm 897 with byepass arrangement pn 1 898 50 mm 899 65 mm 900 80 mm 901 100 mm 902 125 mm 903 150 mm 904 200 mm 905 250 mm 906 300 mm 907 350 mm 908 400 mm 909 450 mm 910 500 mm 911 600 mm 912 700 mm 913 750 mm 914 800 mm 915 900 mm 916 1000 mm 917 1100 mm 918 1200 mm 919 without byepass arrangement pn 1.6 920 50 mm 921 65 mm 922 80 mm 923 100 mm 924 125 mm 925 150 mm 926 200 mm 927 250 mm 928 300 mm 929 350 mm 930 400 mm 931 450 mm 932 500 mm 933 600 mm 934 with byepass arrangement pn 1.6 935 50 mm 936 65 mm 937 80 mm 938 100 mm 939 125 mm 940 150 mm 941 200 mm 942 250 mm 943 300 mm 944 350 mm 945 400 mm 946 450 mm 947 500 mm 948 600 mm 949 providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . 950 with byepass arrangement pn 1 951 50 mm 952 65 mm 953 80 mm 954 100 mm 955 125 mm 956 150 mm 957 200 mm 958 250 mm 959 300 mm 960 350 mm 961 400 mm 962 450 mm 963 500 mm 964 600 mm 965 700mm 966 750 mm 967 800 mm 968 900 mm 969 1000 mm 970 1100 mm 971 1200mm 972 without byepass arrangement pn 1 973 50 mm 974 65 mm 975 80 mm 976 100 mm 977 125 mm 978 150 mm 979 200 mm 980 250 mm 981 300 mm 982 350 mm 983 400 mm 984 450 mm 985 500 mm 986 600 mm 987 700mm 988 750 mm 989 800 mm 990 900 mm 991 1000 mm 992 1100 mm 993 1200mm 994 providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . 995 without byepass arrangement pn 1.6 996 50 mm 997 65 mm 998 80 mm 999 100 mm 1000 125 mm 1001 150 mm 1002 200 mm 1003 250 mm 1004 300 mm 1005 350 mm 1006 400 mm 1007 450 mm 1008 500 mm 1009 600 mm 1010 700mm 1011 750 mm 1012 800 mm 1013 900 mm 1014 1000 mm 1015 1100 mm 1016 1200mm 1017 with byepass arrangement pn 1.6 1018 50 mm 1019 65 mm 1020 80 mm 1021 100 mm 1022 125 mm 1023 150 mm 1024 200 mm 1025 250 mm 1026 300 mm 1027 350 mm 1028 400 mm 1029 450 mm 1030 500 mm 1031 600 mm 1032 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . 1033 dia 06 inch ( 150 mm ) 1034 id 153 mm od 167 mm 1035 screen thickness 07 mm 1036 slot 1.00 mm 1037 moc low carbon galvenised steel 1038 length 5 mtr. 1039 dia 08 inch ( 200 mm ) 1040 id 205 mm od 221mm 1041 screen thickness 08 mm 1042 slot 1.00 mm 1043 moc low carbon galvenised steel 1044 length 5 mtr. 1045 dia 10 inch ( 250 mm ) 1046 id 256 mm od 276mm 1047 screen thickness 10 mm 1048 slot 1.00 mm 1049 moc low carbon galvenised steel 1050 length 5 mtr. 1051 dia 12 inch ( 300 mm ) 1052 id 306 mm od 326 mm 1053 screen thickness 10 mm 1054 slot 1.00 mm 1055 moc low carbon galvenised steel 1056 length 5 mtr. 1057 dia 14 inch ( 350 mm ) 1058 id 338 mm od 363 mm 1059 screen thickness 12.5 mm 1060 slot 1.00 mm 1061 moc low carbon galvenised steel 1062 length 5 mtr. 1063 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . 1064 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . 1065 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . 1066 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . 1067 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . 1068 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . 1069 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . 1070 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1071 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1072 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . 1073 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . 1074 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . 1075 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . 1076 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. 1077 1078 1079 1080 1081 1082 pumps 1083 supplying 100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. 1084 submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 1085 1 h.p. 1086 1.5 hp 1087 2 hp 1088 2.5 hp 1089 3.0 hp 1090 4.0 hp 1091 5.0 hp 1092 supply rate should be increased by rs 200 / per stage for pump with more than 20 stages 1093 submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 1094 1.5 hp 1095 2.0 hp 1096 3.0 hp 1097 4.0 hp 1098 5.0 hp 1099 6.0 hp 1100 7.5 hp 1101 supply rate should be increased by rs 600 / per stage for pump with more than 8 stages 1102 submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 1103 8.0 hp 1104 9.0 hp 1105 10.0 hp 1106 11.0 hp 1107 12.5 hp 1108 15.0 hp 1109 supply rate should be increased by rs 600 / per stage for pump with more than 12 stages 1110 submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 1111 17.5 hp 1112 20.0 hp 1113 25 hp 1114 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. 1115 for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 1116 2 ) for 150 mm dia energy efficient pumps add as below 1117 a. up to 8 stages : 3% on supply rate 1118 b. up to 12 stages : 4% on supply rate 1119 c. up to 15 stages : 5% on supply rate 1120 pressure gauge 1121 providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint 1122 pressure gauge ( 100 mm dia ) 1123 pressure gauge ( 150 mm dia ) 1124 vacuum / combination gauge 1125 supplying vacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. 1126 vacuum / combination gauge – 100 mm dia 1127 vacuum / combination gauge – 150 mm dia 1128 lifting equipment 1129 chain pulley block 1130 supplying triple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 1131 1 tonne capacity 1132 2 tonne capacity 1133 3 tonne capacity 1134 hand operated circular or rectangular travelling crane ( single girder ) 1135 supplying single girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 1136 3 tonne capacity 1137 up to 5 m span 1138 above 5 m up to 6 m span 1139 above 6 m up to 8 m span 1140 5 tonne capacity 1141 up to 5 m span 1142 above 5 m up to 6 m span 1143 above 6 m up to 8 m span 1144 above 8 m up to 10 m span 1145 electric operated circular or rectangular travelling crane ( single girder ) 1146 supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 1147 5 tonne capacity 1148 above 6 m up to 8 m span 1149 above 8 m up to 10 m span 1150 7.5 tonne capacity 1151 above 6 m upto 8 m span 1152 above 8 m up to 10 m span 1153 10 tonne capacity 1154 above 6 m up to 8 m span 1155 above 8 m up to 10 m span 1156 square bar / rail 1157 providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 1158 50 x 50 mm ( en 8 ) 1159 40 x 40 mm ( en 8 ) 1160 lightening arrester, ab switch, insulators 1161 lightening arrestor 1162 supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. 1163 suitable for 11 kv supply, distribution class 1164 suitable for 22 kv supply, distribution class 1165 suitable for 33 kv supply, station class 1166 disc insulator 1167 supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1168 suitable for 11kv line 1169 suitable for 33kv line 1170 pin insulator 1171 supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm 1172 suitable for 11kv line 1173 suitable for 33kv line 1174 air break switch without earth switch 1175 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1176 suitable for 11kv line 1177 rocking / tilting type 1178 rotating type 1179 suitable for 33kv line 1180 rocking / tilting type 1181 rotating type 1182 air break switch with earth switch 1183 supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps 1184 suitable for 11kv line 1185 rotating type 1186 suitable for 33kv line 1187 rotating type 1188 drop out fuse ( channel mounted ) 1189 supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1190 suitable for 11 kv line 1191 suitable for 33 kv line 1192 horn gap fuse ( channel mounted ) 1193 supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units 1194 suitable for 11 kv line 1195 suitable for 33 kv line 1196 transformer 1197 power transformer ( with off load tap changer ) any isi mark 1198 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1199 1.      oil conservator with filling hole with cap and plain oil level gauge. 1200 2.      silica gel dehydrating breather charged with silica gel. 1201 3.      oil drain valve 1202 4.      oil filter valve 1203 5.      lifting eyes / hooks 1204 6.      two earthing terminals 1205 7.      diagram and rating plate 1206 8.      air vent 1207 9.      explosion vent 1208 10.   100mm dia thermo meter with thermometer pocket 1209 11.   four bi directional plain roller. 1210 power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 1211 63 kva ( no load loss 180w and load loss 1235w ) 1212 100 kva ( no load loss 260w and load loss 1760w ) 1213 160kva ( no load loss 260w and load loss 1760w ) 1214 200kva ( no load loss 500w and load loss3000w ) 1215 250kvaa ( no load loss 550w and load loss3600w ) 1216 315kva ( no load loss 580w and load loss 4200w ) 1217 400 kva ( no load loss 715w and load loss 5000w ) 1218 500 kva ( no load loss 850w and load loss 5800w ) 1219 630 kva ( no load loss 1000w and load loss 7000w ) 1220 750 kva ( no load loss 1500w and load loss 8000w ) 1221 power transformer ( with on load tap changer ) 1222 supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1223 1.      oil conservator with filling hole with cap and plain oil level gauge. 1224 2.      silica gel dehydrating breather charged with silica gel. 1225 3.      oil drain valve 1226 4.      oil filter valve 1227 5.      lifting eyes / hooks 1228 6.      two earthing terminals 1229 7.      diagram and rating plate 1230 8.      air vent 1231 9.      explosion vent 1232 10.   100mm dia thermo meter with thermometer pocket 1233 11.   four bi directional plain roller. 1234 12.   buchholz relay 1235 13.   resistance temp. detector 1236 14.   marshalling box 1237 15.   automatic voltage regulator ( avr ) 1238 16.   remote tap changing controller ( rtcc ) 1239 transformer 11000 / 433 volts with on load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 1240 750 kva 1241 1000 kva 1242 1250 kva 1243 1600 kva 1244 2000 kva 1245 motors 1246 foot mounted motors tefc 1500 rpm 1247 supplying foot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 1248 15 kw ( 20 hp ) 1249 18.5 kw ( 25 hp ) 1250 22 kw ( 30 hp ) 1251 30 kw ( 40 hp ) 1252 37 kw ( 50 hp ) 1253 45 kw ( 60 hp ) 1254 55 kw ( 75 hp ) 1255 75 kw ( 100 hp ) 1256 90 kw ( 120 hp ) 1257 110 kw ( 150 hp ) 1258 132kw ( 180hp ) 1259 160kw ( 215 hp ) 1260 250kw ( 335 hp ) 1261 foot mounted motor tefc 1500 rpm 1262 0.75 kw ( 1hp ) 1263 1.1   kw ( 1.5 hp ) 1264 1.5 kw ( 2 hp ) 1265 2.2 kw ( 3 hp ) 1266 3.7 kw ( 5 hp ) 1267 5.5 kw ( 7.5 hp ) 1268 7.5 kw ( 10 hp ) 1269 9.3 kw ( 12.5 hp ) 1270 11 kw ( 15 hp ) 1271 aluminium cable 1272 cable 1273 aluminium conductor three core, xlpe / pvc insulated & armoured cable . 1274 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1275 3 core 2.5 sq mm 1276 3 core 4 sq mm 1277 3 core 6 sq mm 1278 3 core 10 sq mm 1279 3 core 16 sq mm 1280 3 core 25 sq mm 1281 3 core 35 sq mm 1282 3 core 50 sq mm 1283 3 core 70 sq mm 1284 3 core 95 sq mm 1285 3 core 120 sq mm 1286 3 core 150 sq mm 1287 3 core 185 sq mm 1288 3 core 240 sq mm 1289 3 core 300 sq mm 1290 3 core 400 sq mm 1291 aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable 1292 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1293 3.5 core 25 sq mm 1294 3.5 core 35 sq mm 1295 3.5 core 50 sq mm 1296 3.5 core 70 sq mm 1297 3.5 core 95 sq mm 1298 3.5 core 120 sq mm 1299 3.5 core 150 sq mm 1300 3.5 core 185 sq mm 1301 3.5 core 240 sq mm 1302 3.5 core 300 sq mm 1303 3.5 core 400 sq mm 1304 ht aluminium three core 3.3 kve cable xlpe insulated 1305 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1306 3 core 35 sq mm 1307 3 core 50 sq mm 1308 3 core 70 sq mm 1309 3 core 95 sq mm 1310 3 core 120 sq mm 1311 3 core150sq mm 1312 3 core 185 sq mm 1313 3 core 240sq mm 1314 3 core 300 sq mm 1315 3 core 400 sq mm 1316 ht aluminium three core 6.6 kv ( ue ) / 11kv e cable xlpe insulated 1317 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1318 3 core 35 sq mm 1319 3 core 50 sq mm 1320 3 core 70 sq mm 1321 3 core 95 sq mm 1322 3 core 120 sq mm 1323 3 core150sq mm 1324 3 core 185 sq mm 1325 3 core 240sq mm 1326 3 core 300 sq mm 1327 3 core 400 sq mm 1328 ht aluminium three core 11kv ( ue ) cable xlpe insulated 1329 supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 1330 3 core 35 sq mm 1331 3 core 50 sq mm 1332 3 core 70 sq mm 1333 3 core 95 sq mm 1334 3 core 120 sq mm 1335 3 core150sq mm 1336 3 core 185 sq mm 1337 3 core 240sq mm 1338 3 core 300 sq mm 1339 3 core 400 sq mm 1340 aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . 1341 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1342 3 core 4 sq mm 1343 3 core 6 sq mm 1344 3 core 10 sq mm 1345 3 core 16 sq mm 1346 3 core 25 sq mm 1347 3 core 35 sq mm 1348 3 core 50 sq mm 1349 3 core 70 sq mm 1350 3 core 95 sq mm 1351 3 core 120 sq mm 1352 3 core 150 sq mm 1353 3 core 185 sq mm 1354 3 core 240 sq mm 1355 3 core 300 sq mm 1356 3 core 400 sq mm 1357 copper cable 1358 cable 1359 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . 1360 supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . 1361 3 core 1.5 sq mm 1362 3 core 2.5 sq mm 1363 3 core 4 sq mm 1364 3 core 6 sq mm 1365 3 core 10 sq mm 1366 3 core 16 sq mm 1367 3 core 25 sq mm 1368 3 core 35 sq mm 1369 copper conductor three core, xlpe / pvc insulated & unarmoured cable . 1370 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1371 3  core 1.5 sq mm 1372 3  core 2.5 sq mm 1373 3  core 4 sq mm 1374 3  core 6 sq mm 1375 3  core 10 sq mm 1376 3  core 16 sq mm 1377 3 core 25 sq mm 1378 3 core 35 sq mm 1379 3 core 50 sq mm 1380 3 core 70 sq mm 1381 3 core 95 sq mm 1382 copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . 1383 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1384 3.5 core 1.5 sq mm 1385 3.5 core 2.5 sq mm 1386 3.5 core 4 sq mm 1387 3.5 core 6 sq mm 1388 3.5 core 10 sq mm 1389 3.5 core 16 sq mm 1390 3.5 core 25 sq mm 1391 3.5 core 35 sq mm 1392 3.5 core 50 sq mm 1393 3 .5 core 70 sq mm 1394 3.5 core 95 sq mm 1395 3.5 core 120 sq mm 1396 3 .5 core150sq mm 1397 3.5 core 185 sq mm 1398 3.5 core 240sq mm 1399 3.5 core 300 sq mm 1400 3.5 core 400 sq mm 1401 copper conductor 3.5 core xlpe / pvc unarmoured 1402 supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1403 3.5 core 25 sq mm 1404 3.5 core 35 sq mm 1405 3.5 core 50 sq mm 1406 3.5 core 70 sq mm 1407 3.5 core 95 sq mm 1408 3.5 core 120 sq mm 1409 3.5 core150sq mm 1410 3.5 core 185 sq mm 1411 3.5 core 240sq mm 1412 3.5 core 300 sq mm 1413 3.5 core 400 sq mm 1414 copper conductor three core, xlpe / pvc insulated & armoured cable . 1415 supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 1416 3  core 1.5 sq mm 1417 3 core 2.5 sq mm 1418 3 core 4 sq mm 1419 3 core 6 sq mm 1420 3 core 10 sq mm 1421 3 core 16 sq mm 1422 3 core 25 sq mm 1423 3 core 35 sq mm 1424 3 core 50 sq mm 1425 3 core 70 sq mm 1426 3 core 95 sq mm 1427 3 core 120 sq mm 1428 3 core 150sq mm 1429 3core 185 sq mm 1430 3 core 240 sq mm 1431 3 core 300 sq mm 1432 3 core 400 sq mm 1433 foot valve 1434 foot valve 1435 supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. 1436 flanged type 1437 50 mm 1438 65 mm 1439 80 mm 1440 100 mm 1441 125 mm 1442 150 mm 1443 air circuit breaker 1444 acb breaking capacity 50ka thermal magnetic manual draw out type 3 pole 1445 630a 1446 800a 1447 1000a 1448 1250a 1449 1600a 1450 2000a 1451 starter 1452 d.o.l. starter with ss enclosure with 380 / 415 volt coil 1453 7.5 h.p. 1454 10 h.p. 1455 supplying fully automatic star delta starter to operate induction motor working on 415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser 1456 f.a.s.d starter 1457 10.0 h.p. 1458 15 h.p. 1459 20 h.p. 1460 25 h.p. 1461 35 h.p. 1462 40 hp 1463 50 hp 1464 75 h.p. 1465 100 h.p. 1466 125 h.p. 1467 150 h.p. 1468 250 h.p. 1469 servo controlled automatic voltage stabilizer 1470 providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit 1471 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 1472 20 kva air cooled 1473 25 kva air cooled 1474 30 kva air cooled 1475 40 kva air cooled 1476 50 kva oil cooled 1477 60 kva oil cooled 1478 75 kva oil cooled 1479 100 kva oil cooled 1480 125 kva oil cooled 1481 servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 1482 15 kva air cooled 1483 20 kva air cooled 1484 25 kva air cooled 1485 30 kva air cooled 1486 40 kva air cooled 1487 50kva air cooled 1488 60 kva oil cooled 1489 75kva oil cooled 1490 100 kva oil cooled 1491 125 kva oil cooled 1492 150 kva oil cooled 1493 200kva oil cooled 1494 250kva oil cooled 1495 300 kva oil cooled 1496 400 kva oil cooled 1497 termination kit 1498 providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable 1499 in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1500 25 50 mm2 1501 70 120 mm2 1502 150 185 mm2 1503 240 400 mm2 1504 out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1505 25 50 mm2 1506 70 120 mm2 1507 150 185 mm2 1508 240 400 mm2 1509 straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 1510 25 50 mm2 1511 70 120 mm2 1512 150 185 mm2 1513 240 300 mm2 1514 in door termination kit for 11kv ( e ) xlpe screened 3 core cable 1515 25 50 mm2 1516 70 120 mm2 1517 150 185 mm2 1518 240 400 mm2 1519 out door termination kit for 11kv ( e ) xlpe screened 3 core cable 1520 25 50 mm2 1521 70 120 mm2 1522 150 185 mm2 1523 240 400 mm2 1524 straight through joint for 11 kv ( e ) xlpe screened 3 core cable 1525 25 50 mm2 1526 70 120 mm2 1527 150 185 mm2 1528 240 300 mm2 1529 in door termination kit for 22kv ( e ) xlpe screened 3 core cable 1530 25 50 mm2 1531 70 120 mm2 1532 150 185 mm2 1533 240 400 mm2 1534 out door termination kit for 22kv ( e ) xlpe screened 3 core cable 1535 25 50 mm2 1536 70 120 mm2 1537 150 185 mm2 1538 240 400 mm2 1539 straight through joint for 22 kv ( e ) xlpe screened 3 core cable 1540 25 50 mm2 1541 70 95 mm2 1542 120 150 mm2 1543 185 240 mm2 1544 300 400 mm2 1545 in door termination kit for 33kv ( e ) xlpe screened 3 core cable 1546 25 50 mm2 1547 70 95 mm2 1548 120 185 mm2 1549 240 400 mm2 1550 out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 1551 25 50 mm2 1552 70 95 mm2 1553 120 185 mm2 1554 240 400 mm2 1555 straight through joint for 33 kv ( e ) xlpe screened 3 core cable 1556 35 70 mm2 1557 95 150 mm2 1558 185 300 mm2 1559 400 mm2...

Drinking Water And Sanitation Department - Jharkhand

31943110 e tender are invited for rate of items / materials annexed as annexure 1 m079 polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system per litre m129 hdpe pipes 75mm dia meter m130 hdpe pipes 90mm dia meter m193 gi pipe 50 mm dia ( tata or equivalent make ) m m337 jute kg m922 g.m. ferrules ( i ) 8 mm dia wt. not less than 400 gms each ( ii ) 10 mm dia wt. not less than 400 gms each ( iii ) 15 mm dia wt. not less than 400 gms each ( iv ) 20 mm dia wt. not less than 600 gms each ( v ) 25 mm dia wt. not less than 900 gms each m923 stop cocks ( i ) 15 mm brass stop cock wt. not less than 300 gms each ( ii ) 20 mm brass stop cock wt. not less than 400 gms each ( iii ) 25 mm brass stop cock wt. not less than 575 gms each ( iv ) 32 mm brass stop cock wt. not less than 850 gms each ( v ) 40 mm brass stop cock wt. not less than 1.15 kg each ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg each ( vii ) 15 mm dia c.i. body brass working part stop cock. each ( viii ) 20 mm dia c.i. body brass working part stop cock. each ( ix ) 25 mm dia c.i. body brass working part stop cock. each m924 g.m. full way valve ( i ) 15 mm dia wt. not less than 300 gms without wheel each ( ii ) 20 mm dia wt. not less than 400 gms without wheel each ( iii ) 25 mm dia wt. not less than 500 gms without wheel each ( iv ) 32 mm dia wt. not less than 700 gms without wheel each ( v ) 40 mm dia wt. not less than 1.0 kg without wheel each ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel each ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel each ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel each m925 g.m. non return valve verticle ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m926 g.m. non return valve horizontal ( i ) 15 mm dia wt. not less than 150 gms each ( ii ) 20 mm dia wt. not less than 250 gms each ( iii ) 25 mm dia wt. not less than 375 gms each ( iv ) 32 mm dia wt. not less than 600 gms each ( v ) 40 mm dia wt. not less than 700 gms each ( vi ) 50 mm dia wt. not less than 1.0 kg each ( vii ) 65 mm dia wt. not less than 1.20 kg each ( viii ) 80 mm dia wt. not less than 1.50 kg each ( ix ) 100 mm dia wt. not less than 1.80 kg each m927 cocks ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms each ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms each ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms each ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms each ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms each ( vi ) 15 mm c.i. plug cock ordinary each ( vii ) 15 mm c.i. push cock ordinary each m928 chromium plated brass fittings ( i ) c.p. shower rose 100 mm dia each ( ii ) c.p. shower rose 125 mm dia each ( iii ) p.v.c. shower rose 150 mm dia each ( iv ) p.v.c shower rose 125 mm dia each m929 connection pipe ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. each ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. each ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. each ( iv ) 15 mm dia x 45 cm. long pvc connection pipe with brass fittings. each m930 g.i. fittings ( conforming to i.s. 1879 ) isi marked [ a ] g.i. bend ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ b ] elbow of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ c ] tee plain of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ d ] reducing tee plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ e ] socket plain of the following size ( taking larger dimension ) ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ f ] reducing socket plain of the following sizes ( taking larger dimension ) ( i ) 20 mm each ( ii ) 25 mm each ( iii ) 32 mm each ( iv ) 40 mm each ( v ) 50 mm each ( vi ) 65 mm each ( vii ) 80 mm each ( viii ) 100 mm each ( ix ) 125 mm each ( x ) 150 mm each [ g ] union socket of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ h ] plugs of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ i ] jam nuts of the following sizes ( i ) 15 mm each ( ii ) 20 mm each ( iii ) 25 mm each ( iv ) 32 mm each ( v ) 40 mm each ( vi ) 50 mm each ( vii ) 65 mm each ( viii ) 80 mm each ( ix ) 100 mm each ( x ) 125 mm each ( xi ) 150 mm each [ j ] g.i. nipple of the following sizes ( i ) 15 mm dia x 100 mm long each ( ii ) 20 mm dia x 100 mm long each ( iii ) 25 mm dia x 100 mm long each ( iv ) 32mm dia x 100 mm long each ( v ) 40 mm dia x 100 mm long each ( vi ) 50 mm dia x 100 mm long each ( vii ) 65 mm dia x 100 mm long each ( viii ) 80 mm dia x 100 mm long each ( ix ) 100 mm dia x 100 mm long each [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality ( i ) 15 mm dia meter ( ii ) 20 mm dia meter ( iii ) 25 mm dia meter ( iv ) 32 mm dia meter ( v ) 40 mm dia meter ( vii ) 65 mm dia meter m931 mirrors meter ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror including c.p. brass revolving fittings 3 mm plywood board and c.p. hinges etc. to fix the mirror each ( b ) do 450 mm x 300 mm do each m932 ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail each ( b ) do 450 mm x 125 mm do each m933 ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete each ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets each m934 c.p. brass soap dish medium quality with screw and hinges etc. each m935 c.p. liquid soap solution holder each m936 vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or any other equivalent make ( a ) 580 mm long each ( b ) 510 mm long each ( c ) 450 mm long each ( d ) 510 mm long white glazed fiber i.w.c each m937 pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make each m938 15 litres capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket each m939 ( a ) 12.5 litres lowdown c.i. cistern each ( b ) 10.0 litres capacity p.v.c. low design cistern each m940 ( a ) white glazed vitreous e.w.c with p trap or any other equivalent make each ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make each ( c ) black / white plastic seat for e.w.c do as above. each m941 ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size each ( b ) do squatting small 450 mm x 350 mm each ( c ) do squatting large 600 mm x 350 mm each ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make each ( e ) partition plate for urinal 25 x 13 size each ( f ) 5 litres c.i. automatic cistern with all p.v.c fittings each m942 white glazed vitreous wash hand basin 550 mm x 400 mm size of hindustan / parryware / cera / naycer or any other equivalent make each m943 white glazed vitreous earthen ware kitchen sinks of hindustan / parryware / cera / naycer or any other equivalent make ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) each ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) each ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) each ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) each m944 drain board ( a ) 600 mm x 450 mm ( 24 x 18 ) each ( b ) 525 mm x 450 mm ( 21 x 18 ) each m945 h.c.i. pipes ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) each ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) each ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) each ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) each ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) each ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) each ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) each ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) each ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) each ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) each ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) each ( l ) 150 mm dia single socket 3 0 with ear each ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) each ( n ) 80 mm dia single socket 2 0 ( with ear weight 8.00 kg ) each ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) each ( p ) 150 mm dia single socket 2 0 with ear each ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) each ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) each ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) each ( t ) 150 mm dia single socket each m946 h.c.i. fittings. ( i ) plain bend of following size ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) each ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) each ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) each ( ii ) bend with door with following size ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) each ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) each ( c ) 100 mm dia do 5.5 kg each ( d ) 150 mm dia do each ( iii ) single junction with door of followings sizes. ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) each ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) each ( c ) 100 mm dia do 9.50 kg each ( d ) 150 mm dia do each ( iv ) double junction with door of following sizes. ( a ) 50 mm dia do 4.5 kg each ( b ) 80 mm dia do 7.00 kg each ( c ) 100 mm dia do 13.00 kg each ( d ) 150 mm dia do each ( v ) heel rest bend of following sizes ( a ) 50 mm dia each ( b ) 80 mm dia each ( c ) 100 mm dia each ( d ) 150 mm dia each ( vi ) cowel of following sizes ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) each ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) each ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) each ( d ) 150 mm dia do each ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg each ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg each ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg each ( x ) pass over 50 mm x 150 mm for 50 mm projection each ( xi ) do 100 mm x 150 mm for 100 mm projection each ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg each ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg each ( xiv ) h.c.i. offset 80 mm projection of the following size ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg each ( b ) 80 mm dia do 3.50 kg each ( c ) 100 mm dia do 5.00 kg each ( d ) 150 mm dia do each ( xv ) h.c.i. socket of following sizes ( a ) 50 mm dia ( weight without ear ) 1.50 kg each ( b ) 80 mm dia ( weight without ear ) 3.00 kg each ( c ) 100 mm dia ( weight without ear ) 4.50 kg each ( d ) 150 mm dia ( weight without ear ) do each m947 c.i. cover with frame for manhole and inspection chamber ( a ) 600 mm x 450 mm size ( wt. 39 kg ) each ( b ) 600 mm x 450 mm size ( wt. 25 kg ) each ( c ) 500 mm x 450 mm size ( wt. 25 kg ) each m948 c.i. bracket pair for w.h.b ( a ) 550 mm x 400 mm size ( 22 x 16 ) each ( b ) do for 12.5 litre cistern each ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink each ( d ) 40 mm x 60 mm ms plate bracket for sink as above each m949 ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b each ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink each ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal each ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal each m950 ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b each m951 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern each m952 rubber inserttion 3 mm ( 1 / 8 ) thick kg m953 pig lead kg m954 yarn kg m955 rubber gasket for c.i pipe of good quality ( a ) 80 mm each ( b ) 100 mm each ( c ) 125 mm each ( d ) 150 mm each ( e ) 200 mm each ( f ) 250 mm each ( g ) 300 mm each ( h ) 350 mm each ( i ) 400 mm each ( j ) 450 mm each ( k ) 500 mm each ( l ) 600 mm each ( m ) 700 mm each ( n ) 750 mm each ( o ) 800 mm each ( p ) 900 mm each ( q ) 1000 mm each ( r ) 1200 mm each m956 cotton waste kg m957 asbestos suta ( gland packing ) kg m958 solvent cement kg m959 hydrocloric acid ( sepecific gravity 1.20 ) litre m960 cp & pvc fitting ( i ) 32 mm dia c.p. waste each ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling each ( iii ) 40 mm dia c.p. waste each ( iv 40 mm dia pvc waste pipe 750 mm long with coupling each ( v 100 mm dia steel jali each ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) each ( vii ) 50 mm dia pvc pipe with coupling each m961 special type of c.p. bath room fittings for v.i.p. buildings ( jal, jaquar, marc or equivalent mark ) ( i ) pillar cock ( isi ) eech ( ii ) pillar cock ( long neck ) each ( iii ) bib cock ( isi ) each ( iv ) bib cock ( long thread ) each ( v ) angular stop cock each ( vi ) angular stop cock ( long thread ) each ( vii ) concealed stop cock reduce ( isi ) each ( viii ) concealed stop cock heavy duty extra adjustable wall flange each ( ix ) long body bib cock each ( x ) swan neck tap with left hand operating knob each ( xi ) central hole basin mixer ( best quality ) each ( xii ) wall mixer with telephonic shower arrangement each ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange each ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange each ( xv ) sink mixer with swinging casted spout each ( xvi ) sink cock with swinging casted spout each ( xvii ) 4 way diverter for concealed fittings each ( xviii ) pressure adjustable shower with revolving joint each ( xix ) telephone shower with flexible pipe each ( xx ) flush cock with wall flange ( 25 mm ) each ( xxi ) towel rail 24 each ( xxii ) towel ring each ( xxiii ) soap dish each ( xxiv ) tumbler holder each ( xxv ) toilet paper holder each ( xxvi ) glass shelf 22 each ( xxvii ) corner glass shelf with bracket each ( xxviii ) flush valve complete with 32 mm size control cock & flange each m962 c.i special & pvc pipes 1. c.i double shocketted fittings bend such as bend, tee, taper, ( a ) 80 200 mm kg ( b ) 250 700 mm kg ( c ) 700 1000 mm kg 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc ( a ) 80 200 mm kg ( b ) 250 700 mm kg ( c ) 700 1000 mm kg spare parts of hand pump m963 hexagonal bolt m12x1.75x40mm long common to marks ii & iii each m964 hexagonal nut m12x1.75mm each m965 washer m12 ( 2.5mm thick ) each m966 high tensile bolt m10x1.5x40mm long. each m967 nyloc nut m10x1.5mm each m968 handle axle ( stainless steel ) each m969 washer for handle axle ( 4mm thick ) each m970 ball bearing 6204 z each m971 spacer for handle. each m972 chain with coupling. each m973 hexagonal bolt for front cover m12x1.75mm long. each m974 nitrile rubber cup washer for mark – ii & iii each m975 nitrile sealing ring mark – ii each m976 nitrile rubber seating big for lower valve mark ii each m977 nitrile rubber seating small for upper valve mark ii. each m978 hexagonal rod coupling m12x1.75x50mm long. each m979 pump head assembly ( g.i. ) with front cover, bolt & third plate. each m980 front cover ( g.i. ) each m981 handle assembly ( g.i. ) each m982 ( a ) water tank assembly for mark – ii ( g.i. ) each ( b ) water tank assembly for mark – iii ( vlom 65 ) each m983 stand assembly ( g.i. ) normal. each m984 stand assembly ( telescopic ) ( g.i ) . each m985 connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) each m986 a ) cylinder assembly complete set for mark ii each b ) cylinder assembly complete set for mark iii ( vlom 65 ) each m987 a ) upper valve assembly complete set for india mark ii each b ) upper valve assembly complete set for india mark iii ( vlom 65 ) each m988 a ) lower valve assembly complete set for india mark ii each b ) lower valve assembly complete set for im iii each m989 reducer cap for cylinder mark ii each m990 a ) plunger rod ( s.s. ) for mark – ii each b ) plunger rod ( s.s. ) for mark – iii each m991 upper valve guide ( g.m. ) . each m992 rubber seat retainer for mark ii each m993 third plate for head assembly ( galanized ) each m994 cylinder body with brass liner for im ii with reducer cap for top and bottom. each m995 gun metal spacer. each m996 check valve guide mark ii each m997 a ) check valve seat for mark – ii each b ) check valve seat for mark – iii each m998 nitrile rubber “o” ring ( vlom 65 ) each m999 push rod for mark – iii ( s.s ) . each m1000 check nut for push rod ( s.s. ) . each m1001 nitrile rubber cup washer for vlom 50 each m1002 nitrile rubber sealing ring for mark – iii vlom 65 each m1003 nitrile rubber seating big for lower valve mk ii each m1004 nitrile rubber seating big for lower valve m iii vlom 65 ) each m1005 nitrile rubber bobbin vlom 50 each m1006 nitrile rubber “o” ring vlom 50 each m1007 nitrile rubber cone for vlom 50 each m1008 nitrile rubber cone for vlom 65 each m1009 nitrile rubber centralizer 150mm for ( vlom 65 ) . each m1010 nitrile rubber centralizer 125mm for ( vlom 65 ) . each m1011 nitrile rubber centralizer 150mm for ( vlom 50 ) . each m1012 nitrile rubber centralizer 125mm for vlom 50 each m1013 nitrile rubber centralizer 100mm for vlom 50 each m1014 water tank assembly mark – iii vlom 50 each m1015 cylinder assembly complete set for mark – iii ( vlom 50 ) each m1016 upper valve assembly complete set for im iii ( vlom 50 ) each m1017 lower valve assembly complete set for im iii ( vlom 50 ) each m1018 a ) upper cap cylinder mark – iii ( vlom 65 ) each b ) upper cap cylinder mark – iii ( vlom 50 ) each m1019 a ) bottom cap for mark – iii ( vlom 50 ) each b ) bottom cap for mark – iii ( vlom 65 ) each m1020 follower for im iii each m1021 cage for mark iii each m1022 s.s. hexagonal bolt m 6x25mm long. each m1023 basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. each m1024 basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 meter m1025 basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specification is 1239 ( part i ) / 2004 meter m1026 di pipe : providing and supplying isi mark centrifugally cat ( spun ) ductile iron pipes of 100 mm and above all diameter for water works with socket & spigot ends confirming to is 8329 / 2000 in the standard working lengths of 4.5, 5.5 & 6 m suitable for classification k 7 & k 9 suitable for push on joint ( rubber gusket d jointing ) with cement mortar lining inside the pipes with outside zinc and bittuminous coating. rates are ex factory excluding transpotion, taxes & duties, contractor profit & overhead charges etc.based on wpi 100.3 of may 2020 ( including cost of one no. gasket for each pipe ) note : ( i ) the rates are exfactory but exclusive of gst & c.p. based on wpi 100.3 of may 2020. ( ii ) price variation of di pipe will be calculated based on prevalling wpi. size 100 mm dia meter 150 mm dia meter 200 mm dia meter 250 mm dia meter 300 mm dia meter 350 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter 600 mm dia meter 700 mm dia meter 750 mm dia meter 800 mm dia meter 900 mm dia meter 1000 mm dia meter 1100 mm dia meter 1200 mm dia meter size 100 mm dia meter 150 mm dia meter 200 mm dia meter 250 mm dia meter 300 mm dia meter 350 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter 600 mm dia meter 700 mm dia meter 750 mm dia meter 800 mm dia meter 900 mm dia meter 1000 mm dia meter 1100 mm dia meter 1200 mm dia meter m1027 providing and supplying of isi standard di specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation , cp extra. socketed 100 150 mm dia kg 200 300 mm dia kg 350 450 mm dia kg 500 600 mm dia kg 700 mm dia kg 800 mm dia kg 900 mm dia kg 1000 mm dia kg 1100 mm dia kg 1200 mm dia kg flanged 100 150 mm dia kg 200 300 mm dia kg 350 450 mm dia kg 500 600 mm dia kg 700 mm dia kg 800 mm dia kg 900 mm dia kg 1000 mm dia kg 1100 mm dia kg 1200 mm dia kg m1028 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes ) . hdpe pipe of materials grade pe80 pn06 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter hdpe pipe of materials grade pe80 pn10 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter m1029 providing and supplying in standard lengths high density polyethylene pipe ( hdpe pipe ) 25mm to 500mm dia confirming to is 4984 4984 / 14151 / 12786 / 13488 ( latest revision with necessary jointing materials like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joints excluding coupler / specials and taxes. hdpe pipe of materials grade pe100 pn06 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter hdpe pipe of materials grade pe100 pn10 ( dia in mm ) 25 mm dia meter 32 mm dia meter 40 mm dia meter 50 mm dia meter 63 mm dia meter 75 mm dia meter 90 mm dia meter 110 mm dia meter 125 mm dia meter 140 mm dia meter 160 mm dia meter 180 mm dia meter 200 mm dia meter 225 mm dia meter 250 mm dia meter 280 mm dia meter 315 mm dia meter 355 mm dia meter 400 mm dia meter 450 mm dia meter 500 mm dia meter m1030 rcc esr designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracings including refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluing roof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in charge. notes the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. for design having more than 6 columns, suitable bracing is obligatory. plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imild steel bars will not be allowed irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : 12 to 16 m staging 2% per metre 16 to 20 m staging 3% per metre 20 m and above 4% per metre for 17 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 & 17 m 1 x 3% = 3% total = 11% for 21 m staging height, percentage calculation will be like below : 12 to 16 m 4 x 2 = 8% 16 to 20 m 4 x 3% = 12% 20& 21 m 1 x 4% = 4% total = 24% following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . notes conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. rates for rcc esrs upto 25, 000 litres litre cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres litre cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres litre cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres litre cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres litre cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres litre cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 2, 50, 000 litres litre cost of 2, 50, 000 litres capacity job add for capacity above 2, 50, 000 upto 3, 00, 000 litres litre cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 4, 00, 000 litres litre cost of 4, 00, 000 litres capacity job add for capacity above 4, 00, 000 upto 5, 00, 000 litres litre cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 7, 50, 000 litres litre cost of 7, 50, 000 litres capacity job add for capacity above 7, 50, 000 upto 10, 00, 000 litres litre cost of 10, 00, 000 litres capacity job add for capacity above 10, 00, 000 upto 15, 00, 000 litres litre cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 upto 20, 00, 000 litres litre cost of 20, 00, 000 litres capacity job m1031 rcc gsr and sump designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. anti –termite treatment shall be given for under ground portion of the structure. notes the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. entire structure shall be in m 300 only. the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. cost of pump house is not included in these rates. above rates are applicable for seismic zones 2, 3 and 4. 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. 10% shall be added for sump if over head pump house is proposed. note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. rates for rcc gsrs and sumps upto 25, 000 litres litre cost of 25, 000 litres capacity job add for capacity above 25, 000 upto 50, 000 litres litre cost of 50, 000 litres capacity job add for capacity above 50, 000 upto 75, 000 litres litre cost of 75, 000 litres capacity job add for capacity above 75, 000 upto 1, 00, 000 litres litre cost of 1, 00, 000 litres capacity job add for capacity above 1, 00, 000 upto 1, 50, 000 litres litre cost of 1, 50, 000 litres capacity job add for capacity above 1, 50, 000 upto 2, 00, 000 litres litre cost of 2, 00, 000 litres capacity job add for capacity above 2, 00, 000 upto 3, 00, 000 litres litre cost of 3, 00, 000 litres capacity job add for capacity above 3, 00, 000 upto 5, 00, 000 litres litre cost of 5, 00, 000 litres capacity job add for capacity above 5, 00, 000 upto 10, 00, 000 litres litre cost of 10, 00, 000 litres capacity job addforcapacityabove10, 00, 000upto15, 00, 000 litres litre cost of 15, 00, 000 litres capacity job add for capacity above 15, 00, 000 litres litre note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. m1032 unconventional water treatment plant designing ( aesthetically ) , providing and constructing high rate unconventional water treatment plant i.e. simplified water treatment plant consisting of civil works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanical and electrical components of various sub works as given below : including necessary hydraulic testing, structural testing and trial for 3 months, etc. complete as directed by engineer in charge ( turn key job ) works. aeration fountain inlet arrangements mixing channel with ventury flume and flow measuring arrangement inlet channel flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance rapid sand gravity filters all valve shall be glandless. filter house chemical house alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. tcl solution tank with mixing, carrying and dosing arrangement with piping. bypass arrangement external and internal electrification laboratory equipments wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. wash water pumps with 100% standby air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. pure water sump of capacity equal to 1 hour pumping capacity. pure water pump house over the sump / by the side of sump. drainage arrangements alum store sanitary block with necessary water supply and drainage arrangements and internal wbm roads. these rates are applicable for seismic zones 2, 3 and 4. rates given below are inclusive of uplift pressure if any and dewatering during the entire work. all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. unconventional treatment plants less than 1 mld capacity shall not be constructed. all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. unconventional water treatment plant fixed cost for 1 mld p.job add for capacity above 1 mld upto 2 mld p.mld cost of 2 mld treatment plant p.job add for capacity above 2 mld upto 3 mld p.mld cost of 3 mld treatment plant p.job m1033 conventional water treatment plant designing ( aesthetically ) , providing constructing and commissioning conventional water treatment plant consisting of all civil, mechanical and electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by engineer in charge ( turn key job ) . aeration fountain plan are a not less than 0.625 square metre per mld ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. wash water pumps capacity to fill water tank in 1 hour with 100% standby. air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . chemical house in two storeys ground floor to accommodate 7 days alum requirement and sundry storage. first floor to accommodate alum and lime tanks. etc. solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. pure water sump and sump house. capacity of sump – one hour of designed flow. pump house pump house of required size over the sump or by the side. store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. vacuum feed type chlorinators make tobe approved by mjp. conforming to i.s. 10533 a part ii 1983 rate for withdrawal temperature kg. of chlorine discharge degree c per day ( cylinders ) 45 67 tonnes 10 6.35 9.50 110 15 10.75 16.10 130 20 14.50 21.24 254 27&above 18.70 28.12 315 chlorinator equipment and container room to conform to i.s. 10553 part i 1983. 100% standby shall be provided. by pass arrangements c.i. or m.s. pipes. disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete drainage arrangements – rcc pipes up to plot boundary. electrical installation – both internal and external including entire plant area. laboratory equipment –as per requirement ( to be specified during tendering ) . sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. rates given below are inclusive of up lift pressure if any and dewatering during entire work. all pipes condutes channels with20%overloading these rates are applicable for seismic zones 2, 3 and 4. all rcc structures shall be constructed in m 300. note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . conventional water treatment plant above 3 mld to upto 5 mld p.mld cost of 5 mld treatment plant p.job add for capacity above 5mld upto 10 mld p.mld cost of 10 mld treatment plant p.job add for capacity above 10 mld upto 20 mld p.mld cost of 20 mld treatment plant p.job add for capacity above 20 mld upto 50 mld p.mld cost of 50 mld treatment plant p.job add for capacity above 50 mld upto 100 mld p.mld cost of 100 mld treatment plant p.job add for capacity above 100 mld p.mld m1034 gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) 300 mm dia for gpt meter 400 mm dia for hygpt meter m1035 hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) from 0 50 meter meter from 51 125 meter meter m1036 ms pipe supplying all tools, tackles & lowering of 200 mm dia ms erw casing pipe of 6mm wall thickness including welding charges, cost of pipe etc . all complete job ( basic rates ) meter supplying all materia;ls, labours, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job ( basic rates ) item m1037 dt : basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) drillig upto 30 mtr depth below g. l. in rural area meter drilling beyond 31 mtr upto 60 mtr below g. l. in rural area meter m1038 trenchless installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) from 900 mm to 1000 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter from 1000 mm to 1200 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 1200 mm to 1500 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter installation of product pipe by auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above300 mm to 450 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 450 mm to 600 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 600 mm to 900 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter installation of product pipe by guided auger boring method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) upto 300 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above300 mm to 450 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 450 mm to 600 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter above 600 mm to 900 mm dia in soft soil meter in hard soil meter in sandy soil meter in stone soil meter m1039 providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700 mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200 mm each without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . with byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each without byepass arrangement pn 1 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each providing double flange sluice valve confirming for is 2906 / 14846 including worn gear as per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . without byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each 700mm each 750 mm each 800 mm each 900 mm each 1000 mm each 1100 mm each 1200mm each with byepass arrangement pn 1.6 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each 200 mm each 250 mm each 300 mm each 350 mm each 400 mm each 450 mm each 500 mm each 600 mm each m1040 design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . dia 06 inch ( 150 mm ) meter id 153 mm od 167 mm screen thickness 07 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 08 inch ( 200 mm ) meter id 205 mm od 221mm screen thickness 08 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 10 inch ( 250 mm ) meter id 256 mm od 276mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 12 inch ( 300 mm ) meter id 306 mm od 326 mm screen thickness 10 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. dia 14 inch ( 350 mm ) meter id 338 mm od 363 mm screen thickness 12.5 mm slot 1.00 mm moc low carbon galvenised steel length 5 mtr. m1041 supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . meter m1042 supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . m1043 supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . each m1044 supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . each m1045 supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . each m1046 supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . meter m1047 supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . m1048 supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . meter m1049 supply of 200mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . m1050 supply of 125mm dia ribbed screen pipe conferming to is : 12818 : 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . meter m1051 supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . m1052 supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . each m1053 supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . each m1054 design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratory facility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. packaged lamella clarified type wtp with mgf capacity in mld 0.2 0.3 0.4 0.5 0.6 m1055 pumps supplying 100 mm dia submersible pump sets confirming to is 8034 and motor confirming to is 9283. pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene / noryl impeller. motor suitable for working on 415v+10%, 3ph, 50 hz, a.c. supply with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. the pump set shall be suitable for direct coupling. pump shall have suitable outlet as per manufacturers design. anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single / double run shall be provided with each pump. submersible pump set 100 mm dia ( with polypropylene / noryl impeller ) up to 20 stages 1 h.p. each 1.5 hp each 2 hp each 2.5 hp each 3.0 hp each 4.0 hp each 5.0 hp each supply rate should be increased by rs 200 / per stage for pump with more than 20 stages submersible pump 150 mm dia ( with bronze impeller ) up to 8 stages 1.5 hp each 2.0 hp each 3.0 hp each 4.0 hp each 5.0 hp each 6.0 hp each 7.5 hp each supply rate should be increased by rs 600 / per stage for pump with more than 8 stages submersible pump 150 mm dia ( with bronze impeller ) up to 12 stages 8.0 hp each 9.0 hp each 10.0 hp each 11.0 hp each 12.5 hp each 15.0 hp each supply rate should be increased by rs 600 / per stage for pump with more than 12 stages submersible pump 150 mm dia ( with bronze impeller ) up to 20 stages 17.5 hp each 20.0 hp each 25 hp each 1 ) supply rate should be increased by rs 600 / per stage for pump with more than 20 stages for bore well only. for other use 200 mm dia pump shall be preferred over 150 mm dia with more than 20 stage pump. 2 ) for 150 mm dia energy efficient pumps add as below a. up to 8 stages : 3% on supply rate b. up to 12 stages : 4% on supply rate c. up to 15 stages : 5% on supply rate m1056 pressure gauge providing fabricating, testing and commisioning pressure vessel fabricating in m.s plate on providing foundation including epoxy paint pressure gauge ( 100 mm dia ) each pressure gauge ( 150 mm dia ) each vacuum / combination gauge supplying vacuum gauge / combination gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. vacuum / combination gauge – 100 mm dia each vacuum / combination gauge – 150 mm dia each m1057 lifting equipment chain pulley block supplying triple spur gear type chain pulley block suitable for capacity as below with 3 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carrying isi mark. 1 tonne capacity each 2 tonne capacity each 3 tonne capacity each hand operated circular or rectangular travelling crane ( single girder ) supplying single girder hand operated circular / rectangular travelling crane with 6 m lift complete with chain pulley block isi marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 3 tonne capacity up to 5 m span each above 5 m up to 6 m span each above 6 m up to 8 m span each 5 tonne capacity up to 5 m span each above 5 m up to 6 m span each above 6 m up to 8 m span each above 8 m up to 10 m span each electric operated circular or rectangular travelling crane ( single girder ) supplying single girder electrically operated rectangular over head travelling crane with 6 m lift complete with wire rope hoist, class ii duty, all three motions electrically operated by suitable rating motor ip 54, control panel and down pendant control block. 5 tonne capacity above 6 m up to 8 m span each above 8 m up to 10 m span each 7.5 tonne capacity above 6 m upto 8 m span each above 8 m up to 10 m span each 10 tonne capacity above 6 m up to 8 m span each above 8 m up to 10 m span each square bar / rail providing, erecting and fixing square bar of en 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and “j” bolts. 50 x 50 mm ( en 8 ) meter 40 x 40 mm ( en 8 ) meter m1058 lightening arrester, ab switch, insulators lightening arrestor supplying, erecting approved make thyrite type lightening arrestor suitable for h.t. supply with necessary ancillary material complete on provided cross arm and connected to overhead line. suitable for 11 kv supply, distribution class set suitable for 22 kv supply, distribution class set suitable for 33 kv supply, station class set disc insulator supplying, erecting porcelain disc type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm suitable for 11kv line each suitable for 33kv line each pin insulator supplying, erecting porcelain pin type insulators with hardware fittings suitable for h.t. overhead line complete erected with nuts and bolts on provided cross arm suitable for 11kv line each suitable for 33kv line each air break switch without earth switch supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps suitable for 11kv line rocking / tilting type set rotating type set suitable for 33kv line rocking / tilting type set rotating type set air break switch with earth switch supplying, erecting approved make h.t. outdoor type gang operated air break triple pole switch with earth switch of required capacity with 3 post / pin type insulator per phase , mounted in horizontal or vertical position on provided cross arm with adequate length of g.i. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps suitable for 11kv line rotating type set suitable for 33kv line rotating type set drop out fuse ( channel mounted ) supplying, erecting approved make out door type drop out fuse channel type with insulator complete with fuse holders fuse barrel with metal fittings, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units suitable for 11 kv line set suitable for 33 kv line set horn gap fuse ( channel mounted ) supplying, erecting approved make out door type horn gap type fuse with insulator, fuse element, with working current up to 50 amp, capacity complete erected on provided cross arm, each set comprising 3 units suitable for 11 kv line set suitable for 33 kv line set m1059 transformer power transformer ( with off load tap changer ) any isi mark supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2 nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1.      oil conservator with filling hole with cap and plain oil level gauge. 2.      silica gel dehydrating breather charged with silica gel. 3.      oil drain valve 4.      oil filter valve 5.      lifting eyes / hooks 6.      two earthing terminals 7.      diagram and rating plate 8.      air vent 9.      explosion vent 10.   100mm dia thermo meter with thermometer pocket 11.   four bi directional plain roller. power transformer 11000 / 433 volts with off load tap changer – 12.5% to +2.5% in steps of 2.5% as per bis level 2. 63 kva ( no load loss 180w and load loss 1235w ) each 100 kva ( no load loss 260w and load loss 1760w ) each 160kva ( no load loss 260w and load loss 1760w ) each 200kva ( no load loss 500w and load loss3000w ) each 250kvaa ( no load loss 550w and load loss3600w ) each 315kva ( no load loss 580w and load loss 4200w ) each 400 kva ( no load loss 715w and load loss 5000w ) each 500 kva ( no load loss 850w and load loss 5800w ) each 630 kva ( no load loss 1000w and load loss 7000w ) each 750 kva ( no load loss 1500w and load loss 8000w ) each power transformer ( with on load tap changer ) supplying outdoor type copper wound transformer continuously rated for 3ph, 50 hz, at full load and temp. rise not exceeding 450 c by thermometer in oil and 500 c by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group dy11, ht side connected in delta and lt side connected in star with neutral brought out connected to provide separate earthing. the transformer shall have power terminal arrangement, bushing / cable end box on ht side and cable end box on lt side. 2nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. the transformer should have following standard fittings. the oltc should be suitable for minimum 50 operations per day. transformer shall be latest manufacturing standards as per amended is specifications and the load & no load losses shall be limited to the values given below or as per is or norms issued by seb which ever are lower 1.      oil conservator with filling hole with cap and plain oil level gauge. 2.      silica gel dehydrating breather charged with silica gel. 3.      oil drain valve 4.      oil filter valve 5.      lifting eyes / hooks 6.      two earthing terminals 7.      diagram and rating plate 8.      air vent 9.      explosion vent 10.   100mm dia thermo meter with thermometer pocket 11.   four bi directional plain roller. 12.   buchholz relay 13.   resistance temp. detector 14.   marshalling box 15.   automatic voltage regulator ( avr ) 16.   remote tap changing controller ( rtcc ) transformer 11000 / 433 volts with on load tap changer – 15% to +5% in steps of 1.25% with rtcc, avr and marshalling box and other specification as per bis level 2. 750 kva each 1000 kva each 1250 kva each 1600 kva each 2000 kva each m1060 motors foot mounted motors tefc 1500 rpm supplying foot mounted tefc 1500 rpm, squirrel cage induction motor, conforming to is 325 having continuous rating suitable for operation at 415 volts + / 10%, 3 phase, 50 hz + / 3% with “f” class insulation temperature rise limited to class “b” insulation. motors conform to is 12615 with efficiency level ie3 and provided with enclosure protection class ip 55. 15 kw ( 20 hp ) each 18.5 kw ( 25 hp ) each 22 kw ( 30 hp ) each 30 kw ( 40 hp ) each 37 kw ( 50 hp ) each 45 kw ( 60 hp ) each 55 kw ( 75 hp ) each 75 kw ( 100 hp ) each 90 kw ( 120 hp ) each 110 kw ( 150 hp ) each 132kw ( 180hp ) each 160kw ( 215 hp ) each 250kw ( 335 hp ) each foot mounted motor tefc 1500 rpm 0.75 kw ( 1hp ) each 1.1   kw ( 1.5 hp ) each 1.5 kw ( 2 hp ) each 2.2 kw ( 3 hp ) each 3.7 kw ( 5 hp ) each 5.5 kw ( 7.5 hp ) each 7.5 kw ( 10 hp ) each 9.3 kw ( 12.5 hp ) each 11 kw ( 15 hp ) each m1061 aluminium cable cable aluminium conductor three core, xlpe / pvc insulated & armoured cable . supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3 core 2.5 sq mm meter 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core 150 sq mm meter 3 core 185 sq mm meter 3 core 240 sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter aluminium conductor 3.5 core, xlpe / pvc insulated & unarmoured cable supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three and half core, stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3.5 core 25 sq mm meter 3.5 core 35 sq mm meter 3.5 core 50 sq mm meter 3.5 core 70 sq mm meter 3.5 core 95 sq mm meter 3.5 core 120 sq mm meter 3.5 core 150 sq mm meter 3.5 core 185 sq mm meter 3.5 core 240 sq mm meter 3.5 core 300 sq mm meter 3.5 core 400 sq mm meter ht aluminium three core 3.3 kve cable xlpe insulated meter supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core150sq mm meter 3 core 185 sq mm meter 3 core 240sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter ht aluminium three core 6.6 kv ( ue ) / 11kv e cable xlpe insulated supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core150sq mm meter 3 core 185 sq mm meter 3 core 240sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter ht aluminium three core 11kv ( ue ) cable xlpe insulated supplying ht aluminium three core cable xlpe insulated , insulation screened with extruded semi conducting compound in combination with copper tape ( 0.3 ka for 1 sec. ) cores laidup inner sheath of pvc tape , galvanised steel flat strip armoured, and overall pvc sheathed cable conforming to is :7098 / ii / 85 with latest amendments 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core150sq mm meter 3 core 185 sq mm meter 3 core 240sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter aluminium conductor three core, xlpe / pvc insulated & unarmoured cable . supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core 150 sq mm meter 3 core 185 sq mm meter 3 core 240 sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter m1062 copper cable meter cable meter 3 core pvc insulated, pvc sheathed copper conductor flat submersible cable . meter supplying , flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed . meter 3 core 1.5 sq mm meter 3 core 2.5 sq mm meter 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter copper conductor three core, xlpe / pvc insulated & unarmoured cable . supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3  core 1.5 sq mm meter 3  core 2.5 sq mm meter 3  core 4 sq mm meter 3  core 6 sq mm meter 3  core 10 sq mm meter 3  core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter copper conductor 3.5 core, xlpe / pvc insulated & armoured cable . supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3.5 core 1.5 sq mm meter 3.5 core 2.5 sq mm meter 3.5 core 4 sq mm meter 3.5 core 6 sq mm meter 3.5 core 10 sq mm meter 3.5 core 16 sq mm meter 3.5 core 25 sq mm meter 3.5 core 35 sq mm meter 3.5 core 50 sq mm meter 3 .5 core 70 sq mm meter 3.5 core 95 sq mm meter 3.5 core 120 sq mm meter 3 .5 core150sq mm meter 3.5 core 185 sq mm meter 3.5 core 240sq mm meter 3.5 core 300 sq mm meter 3.5 core 400 sq mm meter copper conductor 3.5 core xlpe / pvc unarmoured supplying xlpe / pvc insulated, unarmoured cable 1100 v grade with isi mark 3.5 core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. 3.5 core 25 sq mm meter 3.5 core 35 sq mm meter 3.5 core 50 sq mm meter 3.5 core 70 sq mm meter 3.5 core 95 sq mm meter 3.5 core 120 sq mm meter 3.5 core150sq mm meter 3.5 core 185 sq mm meter 3.5 core 240sq mm meter 3.5 core 300 sq mm meter 3.5 core 400 sq mm meter copper conductor three core, xlpe / pvc insulated & armoured cable . meter supplying xlpe / pvc insulated, armoured cable 1100 v grade with isi mark three core, solid / stranded copper conductor with 6 mm thick 25 mm width m.s. spacer with g.i. earth wire 6 sq mm, complete in an approved manner. meter 3  core 1.5 sq mm meter 3 core 2.5 sq mm meter 3 core 4 sq mm meter 3 core 6 sq mm meter 3 core 10 sq mm meter 3 core 16 sq mm meter 3 core 25 sq mm meter 3 core 35 sq mm meter 3 core 50 sq mm meter 3 core 70 sq mm meter 3 core 95 sq mm meter 3 core 120 sq mm meter 3 core 150sq mm meter 3core 185 sq mm meter 3 core 240 sq mm meter 3 core 300 sq mm meter 3 core 400 sq mm meter m1063 foot valve foot valve supplying c.i. foot valve having single leather flap and gunmetal seating. valve shall be fixed on suction side of pump as per requirement including jointing material and hardware. flanged type 50 mm each 65 mm each 80 mm each 100 mm each 125 mm each 150 mm each m1064 air circuit breaker acb breaking capacity 50ka thermal magnetic manual draw out type 3 pole 630a each 800a each 1000a each 1250a each 1600a each 2000a each m1065 starter d.o.l. starter with ss enclosure with 380 / 415 volt coil 7.5 h.p. each 10 h.p. each supplying fully automatic star delta starter to operate induction motor working on 415v, 3phase, 50 hz with no volt coil, over load element, on off push buttons, with necessary materials and connected to supply, etc complete starter with original sheet steel encloser f.a.s.d starter 10.0 h.p. each 15 h.p. each 20 h.p. each 25 h.p. each 35 h.p. each 40 hp each 50 hp each 75 h.p. each 100 h.p. each 125 h.p. each 150 h.p. each 250 h.p. each m1066 servo controlled automatic voltage stabilizer providing, erecting servo controlled automatic voltage stabiliser suitable for out put voltage of 415 volt + / 1%, 3 ph, 50 hz, with copper wound transformer ( air / oil cooled ) as mentioned below. the stabilizer shall function satisfactorily even if incoming supply is unbalanced between phases within range of 10%. the stabilizer should be constructed in cubical box, with bidirectional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, volt meter and selector switch for measuring input and out put voltage, auto / manual selector switch, raise / low push buttons etc. suitable capacity termination strips and bus bars for incoming and out going cable should be provided. all three phases shall be independently monitored and corrected. following protections and indications shall be incorporated 􀂌 over voltage / under voltage 􀂌 single phasing 􀂌 cut off contactor with electronic output sensing unit servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 150 to 450 volt 20 kva air cooled 25 kva air cooled 30 kva air cooled 40 kva air cooled 50 kva oil cooled 60 kva oil cooled 75 kva oil cooled 100 kva oil cooled 125 kva oil cooled servo controlled automatic voltage stabiliser ( out put 415 + / 1% ) input 280 to 460 volt 15 kva air cooled each 20 kva air cooled each 25 kva air cooled each 30 kva air cooled each 40 kva air cooled each 50kva air cooled each 60 kva oil cooled each 75kva oil cooled each 100 kva oil cooled each 125 kva oil cooled each 150 kva oil cooled each 200kva oil cooled each 250kva oil cooled each 300 kva oil cooled each 400 kva oil cooled each m1067 termination kit providing and errecting in door type termination kit, for 3.3kv / 6.6 kv / 11kv / 22kv / 33kv xlpe screened 3 core cable in door termination kit for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each out door termination kit for 3.3 ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each straight through joint for 3.3kv ( e / ue ) / 6.6 kv ( e ) xlpe 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 300 mm2 each in door termination kit for 11kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each out door termination kit for 11kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each straight through joint for 11 kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 300 mm2 each in door termination kit for 22kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each out door termination kit for 22kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 120 mm2 each 150 185 mm2 each 240 400 mm2 each straight through joint for 22 kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 95 mm2 each 120 150 mm2 each 185 240 mm2 each 300 400 mm2 each in door termination kit for 33kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 95 mm2 each 120 185 mm2 each 240 400 mm2 each out door termination kit for 33 kv ( e ) xlpe screened 3 core cable 25 50 mm2 each 70 95 mm2 each 120 185 mm2 each 240 400 mm2 each straight through joint for 33 kv ( e ) xlpe screened 3 core cable 35 70 mm2 each 95 150 mm2 each 185 300 mm2 each 400 mm2 each...

Drinking Water And Sanitation Department - Jharkhand

31924704 e quotation for rate of materials for schedule rate jharkhand under d w and s division, gumla. , polythene water storage tank of mark ( e.g sintex / sinter / himgiri / gangotietc ) with cover and locking system. ( m079 ) , gi pipe 50 mm dia ( tata or equivalent make ) ( m193 ) , jute ( m337 ) , g.m. ferrules ( m922 ) , ( i ) 8 mm dia wt. not less than 400 gms , ( ii ) 10 mm dia wt. not less than 400 gms , ( iii ) 15 mm dia wt. not less than 400 gms , ( iv ) 20 mm dia wt. not less than 600 gms , ( v ) 25 mm dia wt. not less than 900 gms , stop cocks ( m923 ) , ( i ) 15 mm brass stop cock wt. not less than 300 gms , ( ii ) 20 mm brass stop cock wt. not less than 400 gms , ( iii ) 25 mm brass stop cock wt. not less than 575 gms , ( iv ) 32 mm brass stop cock wt. not less than 850 gms , ( v ) 40 mm brass stop cock wt. not less than 1.15 kg , ( vi ) 50 mm brass stop cock wt. not less than 2.15 kg , ( vii ) 15 mm dia c.i. body brass working part stop cock. , ( viii ) 20 mm dia c.i. body brass working part stop cock. , ( ix ) 25 mm dia c.i. body brass working part stop cock. , g.m. full way valve ( m924 ) , ( i ) 15 mm dia wt. not less than 300 gms without wheel , ( ii ) 20 mm dia wt. not less than 400 gms without wheel , ( iii ) 25 mm dia wt. not less than 500 gms without wheel , ( iv ) 32 mm dia wt. not less than 700 gms without wheel , ( v ) 40 mm dia wt. not less than 1.0 kg without wheel , ( vi ) 50 mm dia wt. not less than 1.4 kg without wheel , ( vii ) 65 mm dia wt. not less than 1.8 kg without wheel , ( viii ) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle ( m925 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal ( m926 ) , ( i ) 15 mm dia wt. not less than 150 gms , ( ii ) 20 mm dia wt. not less than 250 gms , ( iii ) 25 mm dia wt. not less than 375 gms , ( iv ) 32 mm dia wt. not less than 600 gms , ( v ) 40 mm dia wt. not less than 700 gms , ( vi ) 50 mm dia wt. not less than 1.0 kg , ( vii ) 65 mm dia wt. not less than 1.20 kg , ( viii ) 80 mm dia wt. not less than 1.50 kg , ( ix ) 100 mm dia wt. not less than 1.80 kg , cocks ( m927 ) , ( i ) 15 mm dia g.m. bib cock wt. not less than 300 gms , ( ii ) 15 mm dia brass bib cock wt. not less than 400 gms , ( iii ) 15 mm dia c.i. bib cock wt. not less than 400 gms , ( iv ) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , ( v ) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , ( vi ) 15 mm c.i. plug cock ordinary , ( vii ) 15 mm c.i. push cock ordinary , chromium plated brass fittings ( m928 ) , ( i ) c.p. shower rose 100 mm dia , ( ii ) c.p. shower rose 125 mm dia , ( iii ) p.v.c. shower rose 150 mm dia , ( iv ) p.v.c shower rose 125 mm dia , connection pipe ( m929 ) , ( i ) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , ( ii ) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , ( iii ) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , ( iv ) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings ( conforming to i.s. 1879 ) isi marked ( m930 ) , [ a ] g.i. bend , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ b ] elbow of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ c ] tee plain of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ d ] reducing tee plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ e ] socket plain of the following size ( taking larger dimension ) , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ f ] reducing socket plain of the following sizes ( taking larger dimension ) , ( i ) 20 mm , ( ii ) 25 mm , ( iii ) 32 mm , ( iv ) 40 mm , ( v ) 50 mm , ( vi ) 65 mm , ( vii ) 80 mm , ( viii ) 100 mm , ( ix ) 125 mm , ( x ) 150 mm , [ g ] union socket of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ h ] plugs of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ i ] jam nuts of the following sizes , ( i ) 15 mm , ( ii ) 20 mm , ( iii ) 25 mm , ( iv ) 32 mm , ( v ) 40 mm , ( vi ) 50 mm , ( vii ) 65 mm , ( viii ) 80 mm , ( ix ) 100 mm , ( x ) 125 mm , ( xi ) 150 mm , [ j ] g.i. nipple of the following sizes , ( i ) 15 mm dia x 100 mm long , ( ii ) 20 mm dia x 100 mm long , ( iii ) 25 mm dia x 100 mm long , ( iv ) 32mm dia x 100 mm long , ( v ) 40 mm dia x 100 mm long , ( vi ) 50 mm dia x 100 mm long , ( vii ) 65 mm dia x 100 mm long , ( viii ) 80 mm dia x 100 mm long , ( ix ) 100 mm dia x 100 mm long , [ k ] g.i. pipes midium ( tata mark ) or equivalent as per is 1239 ( part 01 ) / 2004 isi marked / medium quality , ( i ) 15 mm dia , ( ii ) 20 mm dia , ( iii ) 25 mm dia , ( iv ) 32 mm dia , ( v ) 40 mm dia , ( vii ) 65 mm dia , mirrors ( m931 ) , ( a ) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , ( b ) do 450 mm x 300 mm do , ( a ) glass shelf 600 mm x 125 mm with c.p. brass rail ( m932 ) , ( b ) do 450 mm x 125 mm do , ( a ) c.p. brass towel rail 20 mm x 600 mm with bracket all complete ( m933 ) , ( b ) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. ( m934 ) , c.p. liquid soap solution holder ( m935 ) , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make ( m936 ) , ( a ) 580 mm long , ( b ) 510 mm long , ( c ) 450 mm long , ( d ) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make ( m937 ) , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket ( m938 ) , ( a ) 12.5 liters lowdown c.i. cistern ( m939 ) , ( b ) 10.0 liters capacity p.v.c. low design cistern , ( a ) white glazed vitreous e.w.c with p trap orany other equivalent make. ( m940 ) , ( b ) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , ( c ) black / white plastic seat for e.w.c do as above. , ( a ) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. ( m941 ) , ( b ) do squatting small 450 mm x 350 mm , ( c ) do squatting large 600 mm x 350 mm , ( d ) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware / cera / naycer or any other equivalent make , ( e ) partition plate for urinal 25 x 13 size , ( f ) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. ( m942 ) , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make ( m943 ) , ( a ) kitchen sink 600 mm x 450 mm x 200 mm ( 24 x 18 x 8 ) , ( b ) kitchen sink 600 mm x 450 mm x 250 mm ( 24 x 18 x 10 ) , ( c ) lab sink 450 mm x 300 mm x 150 mm ( 18 x 12 x 6 ) , ( d ) lab sink 300 mm x 250 mm x 150 mm ( 12 x 10 x 6 ) , drain board. ( m944 ) , ( a ) 600 mm x 450 mm ( 24 x 18 ) , ( b ) 525 mm x 450 mm ( 21 x 18 ) , h.c.i. pipes ( m945 ) , ( a ) 50 mm dia single socket 6 0 ( with ear weight 13 kg ) , ( b ) 80 mm dia single socket 6 0 ( with ear weight 18 kg ) , ( c ) 100 mm dia single socket 6 0 ( with ear weight 23 kg ) , ( d ) 150 mm dia single socket 6 0 ( with ear weight 30 kg ) , ( e ) 50 mm dia double socket 6 0 ( with ear weight 14 kg ) , ( f ) 80 mm dia double socket 6 0 ( with ear weight 19 kg ) , ( g ) 100 mm dia double socket 6 0 ( with ear weight 25 kg ) , ( h ) 150 mm dia double socket 6 0 ( with ear weight 13 kg ) , ( i ) 50 mm dia single socket 3 0 ( with ear weight 7.25 kg ) , ( j ) 80 mm dia single socket 3 0 ( with ear weight 10.5 kg ) , ( k ) 100 mm dia single socket 3 0 ( with ear weight 13.75 kg ) , ( l ) 150 mm dia single socket 3 0 with ear , ( m ) 50 mm dia single socket 2 0 ( with ear weight 5.35 kg ) , ( n ) 80 mm dia single socket2 0 ( with ear weight 8.00 kg ) , ( o ) 100 mm dia single socket 2 0 ( with ear weight 10.10 kg ) , ( p ) 150 mm dia single socket 2 0 with ear , ( q ) 50 mm dia single socket 1 0 ( with ear weight 3.4 kg ) , ( r ) 80 mm dia single socket 1 0 ( with ear weight 5.50 kg ) , ( s ) 100 mm dia single socket 1 0 ( with ear weight 7.60 kg ) , ( t ) 150 mm dia single socket , h.c.i. fittings. ( m946 ) , ( i ) plain bend of following size , ( a ) 50 mm dia ( weight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.5 kg ) , ( c ) 100 mm dia ( weight without ear and socket 4.5 kg ) , ( d ) 150 mm dia ( weight without ear and socket 4.5 kg ) , ( ii ) bend with door with following size , ( a ) 50 mm dia ( wight without ear and socket 2.75 kg ) , ( b ) 80 mm dia ( wight without ear and socket 4.00 kg ) , ( c ) 100 mm dia do 5.5 kg , ( d ) 150 mm dia do , ( iii ) single junction with door of followings sizes. , ( a ) 50 mm dia ( weight without ear and socket 3.75 kg ) , ( b ) 80 mm dia ( weight without ear and socket 6.50 kg ) , ( c ) 100 mm dia do 9.50 kg , ( d ) 150 mm dia do , ( iv ) double junction with door of following sizes. , ( a ) 50 mm dia do 4.5 kg , ( b ) 80 mm dia do 7.00 kg , ( c ) 100 mm dia do 13.00 kg , ( d ) 150 mm dia do , ( v ) heel rest bend of following sizes , ( a ) 50 mm dia , ( b ) 80 mm dia , ( c ) 100 mm dia , ( d ) 150 mm dia , ( vi ) cowel of following sizes , ( a ) 50 mm dia ( weight without ear and socket 2.25 kg ) , ( b ) 80 mm dia ( weight without ear and socket 3.25 kg ) , ( c ) 100 mm dia ( weight without ear and socket 3.25 kg ) , ( d ) 150 mm dia do , ( vii ) 100 mm dia p trap ( wt without ear and socket ) 8.5 kg , ( viii ) 100 mm dia p trap ( wt without ear and socket ) 8.8 kg , ( ix ) 100 mm x 80 mm floor trap ( weight without ear and socket ) 4.00 kg , ( x ) pass over 50 mm x 150 mm for 50 mm projection , ( xi ) do 100 mm x 150 mm for 100 mm projection , ( xii ) inverted junction single 100 mm x 50 ( weight without ear and socket ) 9.0 kg , ( xiii ) inverted junction double 100 mm x 50 mm x 50 mm ( weight without ear and socket ) 12.0 kg , ( xiv ) h.c.i. offset 80 mm projection of the following size , ( a ) 50 mm dia ( weight without ear and socket ) 2.75 kg , ( b ) 80 mm dia do 3.50 kg , ( c ) 100 mm dia do 5.00 kg , ( d ) 150 mm dia do , ( xv ) h.c.i. socket of following sizes , ( a ) 50 mm dia ( weight without ear ) 1.50 kg , ( b ) 80 mm dia ( weight without ear ) 3.00 kg , ( c ) 100 mm dia ( weight without ear ) 4.50 kg , ( d ) 150 mm dia ( weight without ear ) do , c.i. cover with frame for manhole and inspection chamber. ( m947 ) , ( a ) 600 mm x 450 mm size ( wt. 39 kg ) , ( b ) 600 mm x 450 mm size ( wt. 25 kg ) , ( c ) 500 mm x 450 mm size ( wt. 25 kg ) , c.i. bracket pair for w.h.b. ( m948 ) , ( a ) 550 mm x 400 mm size ( 22 x 16 ) , ( b ) do for 12.5 liter cistern , ( c ) do for 600 mm x 450 mm ( 24 x 18 ) sink , ( d ) 40 mm x 60 mm ms plate bracket for sink as above , ( a ) 32 mm ( 1 1 / 4 ) c.p. brass waste for w.h.b ( m949 ) , ( b ) 40 mm ( 1 1 / 2 ) c.p. brass waste for w.h.b for sink , ( c ) 32 mm ( 1 1 / 4 ) c.p. waste of white metal , ( d ) 40 mm ( 1 1 / 2 ) c.p. waste of white metal , ( a ) 32 mm ( 1 1 / 4 ) p.v.c. waste pipe 750 mm long ( 26 long ) withbrass union for w h b ( m950 ) , ( b ) 40 mm ( 1 1 / 2 ) p.v.c. waste pipe 750 mm long ( 26 long ) with brass union for w h b , 32 mm ( 1 1 / 4 ) p.v.c. telescopic flush pipe with brass union for high level cistern ( m951 ) , rubber inserttion 3 mm ( 1 / 8 ) thick ( m952 ) , pig lead ( m953 ) , yarn ( m954 ) , rubber gasket for c.i pipe of good quality ( m955 ) , ( a ) 80 mm , ( b ) 100 mm , ( c ) 125 mm , ( d ) 150 mm , ( e ) 200 mm , ( f ) 250 mm , ( g ) 300 mm , ( h ) 350 mm , ( i ) 400 mm , ( j ) 450 mm , ( k ) 500 mm , ( l ) 600 mm , ( m ) 700 mm , ( n ) 750 mm , ( o ) 800 mm , ( p ) 900 mm , ( q ) 1000 mm , ( r ) 1200 mm , cotton waste ( m956 ) , asbestos suta ( gland packing ) ( m957 ) , solvent cement ( m958 ) , hydrocloric acid ( sepecific gravity 1.20 ) ( m959 ) , cp & pvc fitting ( m960 ) , ( i ) 32 mm dia c.p. waste , ( ii ) 32 mm dia pv c waste pipe 750 mm long with coupling , ( iii ) 40 mm dia c.p. waste , ( iv 40 mm dia pvc waste pipe 750 mm long with coupling , ( v 100 mm dia steel jali , ( vi ) 15 mm dia c.p. nipple with coupling ( short pieces ) , ( vii ) 50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings ( jal, jaquar, marc or equivalent mark ) ( m961 ) , ( i ) pillar cock ( isi ) , ( ii ) pillar cock ( long neck ) , ( iii ) bib cock ( isi ) , ( iv ) bib cock ( long thread ) , ( v ) angular stop cock , ( vi ) angular stop cock ( long thread ) , ( vii ) concealed stop cock reduce ( isi ) , ( viii ) concealed stop cock heavy duty extra adjustable wall flange , ( ix ) long body bib cock , ( x ) swan neck tap with left hand operating knob , ( xi ) central hole basin mixer ( best quality ) , ( xii ) wall mixer with telephonic shower arrangement , ( xiii ) wall mixer with provision for over head shower with elbow coupling and well flange , ( xiv ) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , ( xv ) sink mixer with swinging casted spout , ( xvi ) sink cock with swinging casted spout , ( xvii ) 4 way diverter for concealed fittings , ( xviii ) pressure adjustable shower with revolving joint , ( xix ) telephone shower with flexible pipe , ( xx ) flush cock with wall flange ( 25 mm ) , ( xxi ) towel rail 24 , ( xxii ) towel ring , ( xxiii ) soap dish , ( xxiv ) tumbler holder , ( xxv ) toilet paper holder , ( xxvi ) glass shelf 22 , ( xxvii ) corner glass shelf with bracket , ( xxviii ) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes ( m962 ) , 1. c.i double shocketted fittings bend such as bend, tee, taper, , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece, bend etc , ( a ) 80 200 mm , ( b ) 250 700 mm , ( c ) 700 1000 mm , spare parts of hand pump , hexagonal bolt m12x1.75x40mm long common to marks ii & iii ( m963 ) , hexagonal nut m12x1.75mm ( m964 ) , washer m12 ( 2.5mm thick ) ( m965 ) , high tensile bolt m10x1.5x40mm long. ( m966 ) , nyloc nut m10x1.5mm ( m967 ) , handle axle ( stainless steel ) ( m968 ) , washer for handle axle ( 4mm thick ) ( m969 ) , ball bearing 6204 z ( m970 ) , spacer for handle. ( m971 ) , chain with coupling. ( m972 ) , hexagonal bolt for front cover m12x1.75mm long. ( m973 ) , nitrile rubber cup washer for mark – ii & iii ( m974 ) , nitrile sealing ring mark – ii ( m975 ) , nitrile rubber seating big for lower valve mark ii ( m976 ) , nitrile rubber seating small for upper valve mark ii. ( m977 ) , hexagonal rod coupling m12x1.75x50mm long. ( m978 ) , pump head assembly ( g.i. ) with front cover, bolt & third plate. ( m979 ) , front cover ( g.i. ) ( m980 ) , handle assembly ( g.i. ) ( m981 ) , ( a ) water tank assemblyfor mark – ii ( g.i. ) ( m982 ) , ( b ) water tank assembly for mark – iii ( vlom 65 ) , stand assembly ( g.i. ) normal. ( m983 ) , stand assembly ( telescopic ) ( g.i ) . ( m984 ) , connecting rod 3mtr. long with coupling and nut ( electrogalvanized ) ( m985 ) , a ) cylinder assembly complete set for mark ii ( m986 ) , b ) cylinder assembly complete set for mark iii ( vlom 65 ) , a ) upper valve assembly complete set for india mark ii ( m987 ) , b ) upper valve assembly complete set for india mark iii ( vlom 65 ) , a ) lower valve assembly complete set for india mark ii ( m988 ) , b ) lower valve assembly complete set for im iii , reducer cap for cylinder mark ii ( m989 ) , a ) plunger rod ( s.s. ) for mark – ii ( m990 ) , b ) plunger rod ( s.s. ) for mark – iii , upper valve guide ( g.m. ) . ( m991 ) , rubber seat retainer for mark ii ( m992 ) , third plate for head assembly ( galanized ) ( m993 ) , cylinder body with brass liner for im ii with reducer cap for top and bottom. ( m994 ) , gun metal spacer. ( m995 ) , check valve guide mark ii ( m996 ) , a ) check valve seat for mark – ii ( m997 ) , b ) check valve seat for mark – iii , nitrile rubber “o” ring ( vlom 65 ) ( m998 ) , push rod for mark – iii ( s.s ) . ( m999 ) , check nut for push rod ( s.s. ) . ( m1000 ) , nitrile rubber cup washer for vlom 50 ( m1001 ) , nitrile rubber sealing ring for mark – iii vlom 65 ( m1002 ) , nitrile rubber seating big for lower valve mk ii ( m1003 ) , nitrile rubber seating big for lower valve m iii vlom 65 ) ( m1004 ) , nitrile rubber bobbin vlom 50 ( m1005 ) , nitrile rubber “o” ring vlom 50 ( m1006 ) , nitrile rubber cone for vlom 50 ( m1007 ) , nitrile rubber cone for vlom 65 ( m1008 ) , nitrile rubber centralizer 150mm for ( vlom 65 ) . ( m1009 ) , nitrile rubber centralizer 125mm for ( vlom 65 ) . ( m1010 ) , nitrile rubber centralizer 150mm for ( vlom 50 ) . ( m1011 ) , nitrile rubber centralizer 125mm for vlom 50 ( m1012 ) , nitrile rubber centralizer 100mm for vlom 50 ( m1013 ) , water tank assembly mark – iii vlom 50 ( m1014 ) , cylinder assembly complete set for mark – iii ( vlom 50 ) ( m1015 ) , upper valve assembly complete set for im iii ( vlom 50 ) ( m1016 ) , lower valve assembly complete set for im iii ( vlom 50 ) ( m1017 ) , a ) upper cap cylinder mark – iii ( vlom 65 ) ( m1018 ) , b ) upper cap cylinder mark – iii ( vlom 50 ) , a ) bottom cap for mark – iii ( vlom 50 ) ( m1019 ) , b ) bottom capfor mark – iii ( vlom 65 ) , follower for im iii ( m1020 ) , cage for mark iii ( m1021 ) , s.s. hexagonal bolt m 6x25mm long. ( m1022 ) , basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. ( m1023 ) , basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818 / 2016 cml no. 5543459 ( m1024 ) , basic rate of 32mm g.i. pipe in 3 mtrs. length ( medium ) with seamless socket as per relevent b.i.s. specificationis 1239 ( part i ) / 2004 ( m1025 ) , providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation , cp extra. ( m1027 ) , socketed , 100 150 mm dia , 200 300mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , flanged , 100 150 mm dia , 200 300 mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , rcc esr ( m1030 ) , designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor, c.i. manhole frame and covers, water level indicators, lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 1965 or revised. ) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table ) . , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. ( seismic maps attached in this csr ) . , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 2, 50, 000 litres , cost of 2, 50, 000 litres capacity , add for capacity above 2, 50, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 4, 00, 000 litres , cost of 4, 00, 000 litres capacity , add for capacity above 4, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 7, 50, 000 litres , cost of 7, 50, 000 litres capacity , add for capacity above 7, 50, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , add for capacity above 10, 00, 000 upto 15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 upto 20, 00, 000 litres , cost of 20, 00, 000 litres capacity , rcc gsr and sump ( m1031 ) , designing ( aesthetically ) , and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i. / m.s. d / f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification ( i.s.456 / 2000, i.s.875 1987, i.s.3370 1965 or revised. ) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25, 000 litres , cost of 25, 000 litres capacity , add for capacity above 25, 000 upto 50, 000 litres , cost of 50, 000 litres capacity , add for capacity above 50, 000 upto 75, 000 litres , cost of 75, 000 litres capacity , add for capacity above 75, 000 upto 1, 00, 000 litres , cost of 1, 00, 000 litres capacity , add for capacity above 1, 00, 000 upto 1, 50, 000 litres , cost of 1, 50, 000 litres capacity , add for capacity above 1, 50, 000 upto 2, 00, 000 litres , cost of 2, 00, 000 litres capacity , add for capacity above 2, 00, 000 upto 3, 00, 000 litres , cost of 3, 00, 000 litres capacity , add for capacity above 3, 00, 000 upto 5, 00, 000 litres , cost of 5, 00, 000 litres capacity , add for capacity above 5, 00, 000 upto 10, 00, 000 litres , cost of 10, 00, 000 litres capacity , addforcapacityabove10, 00, 000upto15, 00, 000 litres , cost of 15, 00, 000 litres capacity , add for capacity above 15, 00, 000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , unconventionalwater treatment plant ( m1032 ) , designing ( aesthetically ) , providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2 / m under head of 12m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) .air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 ( reafirmed 2006 ) . , note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. , unconventional water treatment plant , fixed cost for 1 mld , add for capacity above 1 mld upto 2 mld , cost of 2 mld treatment plant , add for capacity above 2 mld upto 3 mld , cost of 3 mld treatment plant , conventionalwater treatment plant ( m1033 ) , designing ( aesthetically ) , providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) . , aeration fountain plan are a not less than 0.625 square metre per mld , ventury flume with necessary devices, consisting of simple mechanical indicator. ( pedestal type gauge ) , flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. , flocculator – conforming to i.s.7208 1974 ( type c ) with detention period of 30 minutes. , clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day ( to be specified ) , weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. , rapid sand filter sand filter house filter designed for filteration rate of 5, 000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. , filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 ( i ) 77, back wash by air wash, stand ard appurtenances ( to be specified ) , rate of flow controller, filter gauge, sand expansion gauge, etc. , wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. , wash water pumps capacity to fill water tank in 1 hour with 100% standby. , air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains ( 100% standby ) . , chemical house in two storeys , ground floor to accommodate 7 days alum requirement and sundry storage. , first floor to accommodate alum and lime tanks.etc. , solution tanks minimum 3 tanks ( one for preparation, second for dosing and third as standby ) , each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device ( constant head device, strength of solution upto 10% only ) conforming to i.s. 9222 part i 1979. , pure water sump and sump house. , capacity of sump – one hour of designed flow. , pump house pump house of required size over the sump or by the side. , store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. , vacuum feed type chlorinators make tobe approved by mjp. , conforming to i.s. 10533 a part ii 1983 , rate for withdrawal , temperature kg. of chlorine discharge degree c per day ( cylinders ) , 45 67 tonnes , 10 6.359.50 110 , 15 10.75 16.10130 , 20 14.50 21.24254 , 27&above18.70 28.12315 , chlorinator equipment and container room to conform to i.s. 10553 part i 1983. , 100% standby shall be provided. , by pass arrangements c.i. or m.s. pipes. , disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe , for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary, rising main etc complete , drainage arrangements – rcc pipes up to plot boundary. , electrical installation – both internal and external including entire plant area. , laboratory equipment –as per requirement ( to be specified during tendering ) . , sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. , administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. , rates given below are inclusive of up lift pressure if any and dewatering during entire work. , all pipes condutes channels with20%overloading , these rates are applicable for seismic zones 2, 3 and 4. , all rcc structures shall be constructed in m 300. , note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants ( proposed ) . , conventional water treatment plant , above3 mld to upto 5 mld , cost of 5 mld treatment plant , add for capacity above 5mld upto 10 mld , cost of 10 mld treatment plant , add for capacity above 10 mld upto20 mld , cost of 20 mld treatment plant , add for capacity above 20 mld upto 50 mld , cost of 50 mld treatment plant , add for capacityabove 50 mld upto 100 mld , cost of 100 mld treatment plant , add for capacity above 100 mld , gpt / hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e / i ( basic rates ) ( m1034 ) , 300 mm dia for gpt , 400 mm dia for hygpt , hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site ( basic rates ) ( m1035 ) , from 0 50 meter , from 51 125 meter , dt :basic rates for 125 / 115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125 / 115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge ( basic rates ) ( m1037 ) , drillig upto 30 mtr depth below g. l. in rural area , drilling beyond 31 mtr upto 60 mtr below g. l. in rural area , trenchless ( m1038 ) , installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation , shoring / strutting etc manual shielded excation , lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , from 900 mm to 1000 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , from 1000 mm to 1200 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 1200 mm to 1500 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation , shoring / strutting etc shielded excavation , through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , providing and supplying isi mark ci / d / f reflux valves ( non return valves ) of following dia inspection charges unloading from railway wagon , loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i ( 1984 ) ( m1039 ) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . ( m1040 ) , dia 06 inch ( 150 mm ) , id 153 mm od 167 mm , screen thickness 07 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 08 inch ( 200 mm ) , id 205 mm od 221mm , screen thickness 08 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 10 inch ( 250 mm ) , id 256 mm od 276mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 12 inch ( 300 mm ) , id 306 mm od 326 mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 14 inch ( 350 mm ) , id 338 mm od 363 mm , screen thickness 12.5 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site ( basic rate ) . ( m1041 ) , supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e / i ( basic rate ) . ( m1042 ) , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e / i ( basic rate ) . ( m1043 ) , supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e / i ( the cap will be the property of department ) ( basic rate ) . ( m1044 ) , supplying all materials, labours, equipments for constructing p.c.c. ( 1:2:4 ) circular platform around drilled tube well including 12mm thick cement plaster ( 1:4 ) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials ( basic rate ) . ( m1045 ) , supplying all materials, labours and equipments for constructing p.c.c. ( 1:2:4 ) drain as per unicef design etc. all complete including carriage of materials ( basic rate ) . ( m1046 ) , supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod ( 12 pcs ) as per is : 15500 part 2 / 2004 ( basic rate ) . ( m1047 ) , supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1048 ) , supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1049 ) , supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 ( cml no. 5543459 ) latest revision including carrigae ( basic rate ) . ( m1050 ) , supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e / i including carriage of materials ( basic rate ) . ( m1051 ) , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e / i including carriage of materials ( basic rate ) . ( m1052 ) , supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e / i including carriage of materials ( basic rate ) . ( m1053 ) , design, supply, installation testing & commissioning of packaged water treatment plants ( unconventional type ) of different capacity with ( 20 hours operation ) comprising of lamella clarifier, static mixture flocculation tank ( smet ) , multi grade filter ( mgf ) with best quality filter media, lime / coagulant / polymer dosing system hypo chloride dosing system, raw water feed pump / clear water transfer pump ( either or ) , sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer / authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure / items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. ( m1054 ) , packaged lamella clarified type wtp with mgf capacity in mld. , ( i ) 0.2 , ( ii ) 0.3 , ( iii ) 0.4 , ( iv ) 0.5 , ( v ) 0.6...

Drinking Water And Sanitation Department - Jharkhand

31918685 e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar e quotation for rate of materials for schedule rate jharkhand under d w and s division, deoghar , polythene water storage tank of mark (e.g sintex/sinter/himgiri / gangotietc)with cover and locking system. (m079) , gi pipe 50 mm dia (tata or equivalent make) (m193) , jute (m337) , g.m. ferrules (m922) , (i) 8 mm dia wt. not less than 400 gms , (ii) 10 mm dia wt. not less than 400 gms , (iii) 15 mm dia wt. not less than 400 gms , (iv) 20 mm dia wt. not less than 600 gms , (v) 25 mm dia wt. not less than 900 gms , stop cocks (m923) , (i) 15 mm brass stop cock wt. not less than 300 gms , (ii) 20 mm brass stop cock wt. not less than 400 gms , (iii) 25 mm brass stop cock wt. not less than 575 gms , (iv) 32 mm brass stop cock wt. not less than 850 gms , (v) 40 mm brass stop cock wt. not less than 1.15 kg , (vi) 50 mm brass stop cock wt. not less than 2.15 kg , (vii) 15 mm dia c.i. body brass working part stop cock. , (viii) 20 mm dia c.i. body brass working part stop cock. , (ix) 25 mm dia c.i. body brass working part stop cock. , g.m. full way valve (m924) , (i) 15 mm dia wt. not less than 300 gms without wheel , (ii) 20 mm dia wt. not less than 400 gms without wheel , (iii) 25 mm dia wt. not less than 500 gms without wheel , (iv) 32 mm dia wt. not less than 700 gms without wheel , (v) 40 mm dia wt. not less than 1.0 kg without wheel , (vi) 50 mm dia wt. not less than 1.4 kg without wheel , (vii) 65 mm dia wt. not less than 1.8 kg without wheel , (viii) 80 mm dia wt. not less than 2.5 kg without wheel , g.m. non return valve verticle (m925) , (i) 15 mm dia wt. not less than 150 gms , (ii) 20 mm dia wt. not less than 250 gms , (iii) 25 mm dia wt. not less than 375 gms , (iv) 32 mm dia wt. not less than 600 gms , (v) 40 mm dia wt. not less than 700 gms , (vi) 50 mm dia wt. not less than 1.0 kg , (vii) 65 mm dia wt. not less than 1.20 kg , (viii) 80 mm dia wt. not less than 1.50 kg , (ix) 100 mm dia wt. not less than 1.80 kg , g.m. non return valve horizontal (m926) , (i) 15 mm dia wt. not less than 150 gms , (ii) 20 mm dia wt. not less than 250 gms , (iii) 25 mm dia wt. not less than 375 gms , (iv) 32 mm dia wt. not less than 600 gms , (v) 40 mm dia wt. not less than 700 gms , (vi) 50 mm dia wt. not less than 1.0 kg , (vii) 65 mm dia wt. not less than 1.20 kg , (viii) 80 mm dia wt. not less than 1.50 kg , (ix) 100 mm dia wt. not less than 1.80 kg , cocks (m927) , (i) 15 mm dia g.m. bib cock wt. not less than 300 gms , (ii) 15 mm dia brass bib cock wt. not less than 400 gms , (iii) 15 mm dia c.i. bib cock wt. not less than 400 gms , (iv) 15 mm dia c.i. body brass working part spray painted bib cock wt. not less than 400 gms , (v) 15 mm dia c.i. brass pillar cock cock wt. not less than 400 gms , (vi) 15 mm c.i. plug cock ordinary , (vii) 15 mm c.i. push cock ordinary , chromium plated brass fittings (m928) , (i) c.p. shower rose 100 mm dia , (ii) c.p. shower rose 125 mm dia , (iii) p.v.c. shower rose 150 mm dia , (iv) p.v.c shower rose 125 mm dia , connection pipe (m929) , (i) 15 mm dia x 30 cm. long lead connection pipe with brass fittings. , (ii) 15 mm dia x 45 cm. long lead connection pipe with brass fittings. , (iii) 15 mm dia x 30 cm. long pvc connection pipe with brass fittings. , (iv) 15 mm dia x 45 cm. long pvc connection pipe withbrass fittings. , g.i. fittings (conforming to i.s. 1879 ) isi marked (m930) , [a] g.i. bend , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [b] elbow of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [c] tee plain of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [d] reducing tee plain of the following sizes(taking larger dimension) , (i) 20 mm , (ii) 25 mm , (iii) 32 mm , (iv) 40 mm , (v) 50 mm , (vi) 65 mm , (vii) 80 mm , (viii) 100 mm , (ix) 125 mm , (x) 150 mm , [e] socket plain of the following size (taking larger dimension) , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [f] reducing socket plain of the following sizes (taking larger dimension) , (i) 20 mm , (ii) 25 mm , (iii) 32 mm , (iv) 40 mm , (v) 50 mm , (vi) 65 mm , (vii) 80 mm , (viii) 100 mm , (ix) 125 mm , (x) 150 mm , [g] union socket of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [h] plugs of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [i] jam nuts of the following sizes , (i) 15 mm , (ii) 20 mm , (iii) 25 mm , (iv) 32 mm , (v) 40 mm , (vi) 50 mm , (vii) 65 mm , (viii) 80 mm , (ix) 100 mm , (x) 125 mm , (xi) 150 mm , [j] g.i. nipple of the following sizes , (i) 15 mm dia x 100 mm long , (ii) 20 mm dia x 100 mm long , (iii) 25 mm dia x 100 mm long , (iv) 32mm dia x 100 mm long , (v) 40 mm dia x 100 mm long , (vi) 50 mm dia x 100 mm long , (vii) 65 mm dia x 100 mm long , (viii) 80 mm dia x 100 mm long , (ix) 100 mm dia x 100 mm long , [k] g.i. pipes midium(tata mark) or equivalent as per is 1239 (part 01)/2004 isi marked/medium quality , (i) 15 mm dia , (ii) 20 mm dia , (iii) 25 mm dia , (iv) 32 mm dia , (v) 40 mm dia , (vii) 65 mm dia , mirrors(m931) , (a) mirror of 6 mm thick plain glass 600 mm x 450 mm beveled edge mirror includingc.p. brass revolving fittings 3 mm plywood boardand c.p. hinges etc.to fix the mirror , (b) do 450 mm x 300 mm do , (a) glass shelf 600 mm x 125 mm with c.p. brass rail (m932) , (b) do 450 mm x 125 mm do , (a) c.p. brass towel rail 20 mm x 600 mm with bracket all complete (m933) , (b) anodized aluminum 20 mm x 600 mm towel rail complete with brackets , c.p. brass soap dish medium quality with screw andhinges etc. (m934) , c.p. liquid soap solution holder (m935) , vitreous white glazed indian water closet of hindustan / parry ware / cera / naycer or anyotherequivalent make (m936) , (a) 580 mm long , (b) 510 mm long , (c) 450 mm long , (d) 510 mm long white glazed fiber i.w.c , pair of vetreous white glazed foot rest of hindustan / parryware / cera / naycer or any other equivalent make (m937) , 15 liters capacity pull and let go high level c.i. cistern complete with ball cock and a pair of bracket (m938) , (a) 12.5 liters lowdown c.i. cistern (m939) , (b) 10.0 liters capacity p.v.c. low design cistern , (a) white glazed vitreous e.w.c with p trap orany other equivalent make. (m940) , (b) e.w.c with s trap 400 mm high of hindustan / parry ware / cera / naycear or any other equivalent make , (c) black / white plastic seat for e.w.c do as above. , (a) white glazed vitreous earthen were urinal flat back of hindustan / parryware / cera / naycer or any other equivalent make 600 mm x 350 mm size. (m941) , (b) do squatting small 450 mm x 350 mm , (c) do squatting large 600 mm x 350 mm , (d) white glazed vitreous earthen ware urinal standing corner size 600 mm x 350 mm hindustan / parryware /cera / naycer or any other equivalent make , (e) partition plate for urinal 25 x 13 size , (f) 5 liters c.i. automatic cistern with all p.v.c fittings , white glazed vitreous wash hand basin 550 mm x 400mm size of hindustan / parryware / cera / naycer or any otherequivalent make. (m942) , white glazed vitreous earthen ware kitchensinks of hindustan / parryware / cera / nayceror any other equivalent make (m943) , (a) kitchen sink 600 mm x 450 mm x 200 mm (24 x 18 x 8) , (b) kitchen sink 600 mm x 450 mm x 250 mm (24 x 18 x 10) , (c) lab sink 450 mm x 300 mm x 150 mm (18 x 12 x 6) , (d) lab sink 300 mm x 250 mm x 150 mm (12 x 10 x 6) , drain board. (m944) , (a) 600 mm x 450 mm (24 x 18) , (b) 525 mm x 450 mm (21 x 18) , h.c.i. pipes (m945) , (a) 50 mm dia single socket 6 0 (with ear weight 13 kg) , (b) 80 mm dia single socket 6 0 (with ear weight 18 kg) , (c) 100 mm dia single socket 6 0 (with ear weight 23 kg) , (d) 150 mm dia single socket 6 0 (with ear weight 30 kg) , (e) 50 mm dia double socket 6 0 (with ear weight 14 kg) , (f) 80 mm dia double socket 6 0 (with ear weight 19 kg) , (g) 100 mm dia double socket 6 0 (with ear weight 25 kg) , (h) 150 mm dia double socket 6 0 (with ear weight 13 kg) , (i) 50 mm dia single socket 3 0 (with ear weight 7.25 kg) , (j) 80 mm dia single socket 3 0 (with ear weight 10.5 kg) , (k) 100 mm dia single socket 3 0 (with ear weight 13.75 kg) , (l) 150 mm dia single socket 3 0 with ear , (m) 50 mm dia single socket 2 0 (with ear weight 5.35 kg) , (n) 80 mm dia single socket2 0 (with ear weight 8.00 kg) , (o)100 mm dia single socket 2 0(with ear weight 10.10 kg) , (p) 150 mm dia single socket 2 0 with ear , (q) 50 mm dia single socket 1 0 (with ear weight 3.4 kg) , (r) 80 mm dia single socket 1 0(with ear weight 5.50 kg) , (s) 100 mm dia single socket 1 0(with ear weight 7.60 kg) , (t) 150 mm dia single socket , h.c.i. fittings. (m946) , (i) plain bend of following size , (a) 50 mm dia (weight without ear and socket 2.75 kg) , (b) 80 mm dia (weight without ear and socket 3.5 kg) , (c) 100 mm dia (weight without ear and socket 4.5 kg) , (d) 150 mm dia (weight without ear and socket 4.5 kg) , (ii) bend with door with following size , (a) 50 mm dia (wight without ear and socket 2.75 kg) , (b) 80 mm dia (wight without ear and socket 4.00 kg) , (c) 100 mm dia do 5.5 kg , (d) 150 mm dia do , (iii) single junction with door of followings sizes. , (a) 50 mm dia (weight without ear and socket 3.75 kg) , (b) 80 mm dia (weight without ear and socket 6.50 kg) , (c) 100 mm dia do 9.50 kg , (d) 150 mm dia do , (iv) double junction with door of following sizes. , (a) 50 mm dia do 4.5 kg , (b) 80 mm dia do 7.00 kg , (c) 100 mm dia do 13.00 kg , (d) 150 mm dia do , (v) heel rest bend of following sizes , (a) 50 mm dia , (b) 80 mm dia , (c) 100 mm dia , (d) 150 mm dia , (vi) cowel of following sizes , (a) 50 mm dia (weight without ear and socket 2.25 kg) , (b) 80 mm dia (weight without ear and socket 3.25 kg) , (c) 100 mm dia (weight without ear and socket 3.25 kg) , (d) 150 mm dia do , (vii) 100 mm dia p trap (wt without ear and socket)8.5 kg , (viii) 100 mm dia p trap (wt without ear and socket)8.8 kg , (ix) 100 mm x 80 mm floor trap (weight without ear and socket) 4.00 kg , (x) pass over 50 mm x 150 mm for 50 mm projection , (xi) do 100 mm x 150 mm for 100 mm projection , (xii) inverted junction single 100 mm x 50 (weight without ear and socket) 9.0 kg , (xiii) inverted junction double 100 mm x 50 mm x 50 mm (weight without ear and socket) 12.0 kg , (xiv) h.c.i. offset 80 mm projection of the following size , (a) 50 mm dia (weight without ear and socket) 2.75 kg , (b) 80 mm dia do 3.50 kg , (c) 100 mm dia do 5.00 kg , (d) 150 mm dia do , (xv) h.c.i. socket of following sizes , (a) 50 mm dia (weight without ear) 1.50 kg , (b) 80 mm dia (weight without ear) 3.00 kg , (c) 100 mm dia (weight without ear) 4.50 kg , (d) 150 mm dia (weight without ear) do , c.i. cover with frame for manhole and inspection chamber. (m947) , (a) 600 mm x 450 mm size (wt. 39 kg) , (b) 600 mm x 450 mm size (wt. 25 kg) , (c) 500 mm x 450 mm size (wt. 25 kg) , c.i. bracket pair for w.h.b. (m948) , (a) 550 mm x 400 mm size (22 x 16) , (b) do for 12.5 liter cistern , (c) do for 600 mm x 450 mm (24 x 18) sink , (d) 40 mm x 60 mm ms plate bracket for sink as above , (a) 32 mm (1 1/4) c.p. brass waste for w.h.b (m949) , (b) 40 mm (1 1/2) c.p. brass waste for w.h.b for sink , (c) 32 mm (1 1/4) c.p. waste of white metal , (d) 40 mm (1 1/2) c.p. waste of white metal , (a) 32 mm (1 1/4) p.v.c. waste pipe 750 mm long (26 long) withbrass union for w h b (m950) , (b) 40 mm (1 1/2) p.v.c. waste pipe 750 mm long(26 long)with brass union for w h b , 32 mm (1 1/4) p.v.c. telescopic flush pipe with brass union for high level cistern (m951) , rubber inserttion 3 mm (1/8) thick (m952) , pig lead (m953) , yarn (m954) , rubber gasket for c.i pipe of good quality (m955) , (a) 80 mm , (b)100 mm , (c)125 mm , (d)150 mm , (e)200 mm , (f)250 mm , (g)300 mm , (h)350 mm , (i)400 mm , (j)450 mm , (k)500 mm , (l)600 mm , (m)700 mm , (n)750 mm , (o)800 mm , (p)900 mm , (q)1000 mm , (r)1200 mm , cotton waste (m956) , asbestos suta (gland packing) (m957) , solvent cement (m958) , hydrocloric acid (sepecific gravity 1.20) (m959) , cp & pvc fitting (m960) , (i)32 mm dia c.p. waste , (ii)32 mm dia pv c waste pipe 750 mm long with coupling , (iii)40 mm dia c.p. waste , (iv 40 mm dia pvc waste pipe 750 mm long with coupling , (v 100 mm dia steel jali , (vi)15 mm dia c.p. nipple with coupling (short pieces) , (vii)50 mm dia pvc pipe with coupling , special type of c.p. bath room fittings for v.i.p.buildings(jal, jaquar, marc or equivalent mark) (m961) , (i) pillar cock (isi) , (ii) pillar cock (long neck) , (iii) bib cock (isi) , (iv) bib cock (long thread) , (v) angular stop cock , (vi) angular stop cock (long thread) , (vii) concealed stop cock reduce (isi) , (viii) concealed stop cock heavy duty extra adjustable wall flange , (ix) long body bib cock , (x) swan neck tap with left hand operating knob , (xi) central hole basin mixer (best quality) , (xii) wall mixer with telephonic shower arrangement , (xiii) wall mixer with provision for over head shower with elbow coupling and well flange , (xiv) wall mixer 3 in 1 system with provision for over head shower with elbow coupling and wall flange , (xv) sink mixer with swinging casted spout , (xvi) sink cock with swinging casted spout , (xvii) 4 way diverter for concealed fittings , (xviii) pressure adjustable shower with revolving joint , (xix) telephone shower with flexible pipe , (xx) flush cock with wall flange (25 mm) , (xxi) towel rail 24 , (xxii) towel ring , (xxiii) soap dish , (xxiv) tumbler holder , (xxv) toilet paper holder , (xxvi) glass shelf 22 , (xxvii) corner glass shelf with bracket , (xxviii) flush valve complete with 32 mm size controlcock & flange , c.i special & pvc pipes (m962) , 1. c.i double shocketted fittings bend such as bend, tee, taper, , (a) 80 200 mm , (b) 250 700 mm , (c) 700 1000 mm , 2. c.i double flange fittings such as tee, taper, tailpiece,bend etc , (a) 80 200 mm , (b) 250 700 mm , (c) 700 1000 mm , spare parts of hand pump , hexagonal bolt m12x1.75x40mm long common to marks ii & iii (m963) , hexagonal nut m12x1.75mm (m964) , washer m12 (2.5mm thick) (m965) , high tensile bolt m10x1.5x40mm long. (m966) , nyloc nut m10x1.5mm (m967) , handle axle (stainless steel) (m968) , washer for handle axle (4mm thick) (m969) , ball bearing 6204 z (m970) , spacer for handle. (m971) , chain with coupling. (m972) , hexagonal bolt for front cover m12x1.75mm long. (m973) , nitrile rubber cup washer for mark – ii & iii (m974) , nitrile sealing ring mark – ii (m975) , nitrile rubber seating big for lower valve mark ii (m976) , nitrile rubber seating small for upper valve mark ii. (m977) , hexagonal rod coupling m12x1.75x50mm long. (m978) , pump head assembly (g.i.) with front cover, bolt & third plate. (m979) , front cover (g.i.) (m980) , handle assembly (g.i.) (m981) , (a) water tank assemblyfor mark – ii (g.i.) (m982) , (b) water tank assembly for mark – iii (vlom 65) , stand assembly (g.i.) normal. (m983) , stand assembly (telescopic) (g.i). (m984) , connecting rod 3mtr. long with coupling and nut (electrogalvanized) (m985) , a) cylinder assembly complete set for mark ii (m986) , b) cylinder assembly complete set for mark iii (vlom 65) , a) upper valve assembly complete set for india mark ii (m987) , b) upper valve assembly complete set for india mark iii (vlom 65) , a) lower valve assembly complete set for india mark ii (m988) , b) lower valve assembly complete set for im iii , reducer cap for cylinder mark ii (m989) , a) plunger rod (s.s.) for mark – ii (m990) , b) plunger rod (s.s.) for mark – iii , upper valve guide (g.m.). (m991) , rubber seat retainer for mark ii (m992) , third plate for head assembly (galanized) (m993) , cylinder body with brass liner for im ii with reducer cap for top and bottom. (m994) , gun metal spacer. (m995) , check valve guide mark ii (m996) , a) check valve seat for mark – ii (m997) , b) check valve seat for mark – iii , nitrile rubber “o” ring (vlom 65) (m998) , push rod for mark – iii (s.s). (m999) , check nut for push rod (s.s.). (m1000) , nitrile rubber cup washer for vlom 50 (m1001) , nitrile rubber sealing ring for mark – iii vlom 65 (m1002) , nitrile rubber seating big for lower valve mk ii (m1003) , nitrile rubber seating big for lower valve m iii vlom 65) (m1004) , nitrile rubber bobbin vlom 50 (m1005) , nitrile rubber “o” ring vlom 50 (m1006) , nitrile rubber cone for vlom 50 (m1007) , nitrile rubber cone for vlom 65 (m1008) , nitrile rubber centralizer 150mm for (vlom 65). (m1009) , nitrile rubber centralizer 125mm for (vlom 65). (m1010) , nitrile rubber centralizer 150mm for (vlom 50). (m1011) , nitrile rubber centralizer 125mm for vlom 50 (m1012) , nitrile rubber centralizer 100mm for vlom 50 (m1013) , water tank assembly mark – iii vlom 50 (m1014) , cylinder assembly complete set for mark – iii (vlom 50) (m1015) , upper valve assembly complete set for im iii (vlom 50) (m1016) , lower valve assembly complete set for im iii (vlom 50) (m1017) , a) upper cap cylinder mark – iii (vlom 65) (m1018) , b) upper cap cylinder mark – iii (vlom 50) , a) bottom cap for mark – iii (vlom 50) (m1019) , b) bottom capfor mark – iii (vlom 65) , follower for im iii (m1020) , cage for mark iii (m1021) , s.s. hexagonal bolt m 6x25mm long. (m1022) , basic rate of standard i.s.i. mark deep well hand pump for india mark 2, i.s.i. 15500 (part 2) / 2004 with latest revision including 12mm x 3meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly ecommended for use with cylinder assembly suitable for bore well dia 100 to 125mm casing pipe. (m1023) , basic rate of upvc pipe 125mm dia conforming to i.s.i. latest revision is 12818/2016 cml no. 5543459 (m1024) , basic rate of 32mm g.i. pipe in 3 mtrs. length (medium) with seamless socket as per relevent b.i.s. specificationis 1239(part i)/2004 (m1025) , providing and supplying of isi standarddi specials & fitting with sealing rubber gasket of sbr, complete with cast iron follower gland & ms nut bolts coated or otherwise protected from rusting and suitable for di pipescomplete as per is 9523 class k 12 ( ex factoryrates ) inspection charge transportation ,cp extra. (m1027) , socketed , 100 150 mm dia , 200 300mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , flanged , 100 150 mm dia , 200 300 mm dia , 350 450mm dia , 500 600mm dia , 700 mm dia , 800 mm dia , 900 mm dia , 1000 mm dia , 1100 mm dia , 1200 mm dia , rcc esr (m1030) , designing (aesthetically), and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c/c for esr having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and out side face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder out side, stainless steel lader in contenor,c.i. manhole frame and covers, water level indicators,lightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylie emulsion with silicon edditives paint to the structure incluingroof slab, epoxy painting to internal surface and anti termite treatment for under ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ame of the scheme and other details on thereservoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification (i.s. 3370 1965 or revised.) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920/1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, suitable bracing is obligatory. , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 m beyond outer face of outer most column ( cost of pipe, specials and valves is taken as 10% of the cost of esr as per table). , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (sbc) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , the rates are applicable for staging height of 12 m. these rates shall be increased or decreased for per metre variation in this staging height as below : , 12 to 16 m staging 2% per metre , 16 to 20 m staging 3% per metre , 20 m and above 4% per metre , for 17 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 & 17 m 1 x 3% = 3% total = 11% , for 21 m staging height, percentage calculation will be like below : , 12 to 16 m 4 x 2 = 8% , 16 to 20 m 4 x 3% = 12% , 20& 21 m 1 x 4% = 4% total = 24% , following rates are for seismic zone iii. for zone iv, these rates shall be increased by 5% and for zone ii, these rates shall be decreased by 5%. concerned executive engineer shall confirm the seismic zone for the scheme from seismic zone splan before estimation and adopt appropriate rates as per actual seismic zones. (seismic maps attached in this csr). , notes , conditions from sr.no.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of r.c.c. e.s.r. , conditions from sr.no.11 to 16 are for estimation purpose only and shall not appear in the tender. , rates for rcc esrs , upto 25,000 litres , cost of 25,000 litres capacity , add for capacity above 25,000 upto 50,000 litres , cost of 50,000 litres capacity , add for capacity above 50,000 upto 75,000 litres , cost of 75,000 litres capacity , add for capacity above 75,000 upto 1,00,000 litres , cost of 1,00,000 litres capacity , add for capacity above 1,00,000 upto 1,50,000 litres , cost of 1,50,000 litres capacity , add for capacity above 1,50,000 upto 2,00,000 litres , cost of 2,00,000 litres capacity , add for capacity above 2,00,000 upto 2,50,000 litres , cost of 2,50,000 litres capacity , add for capacity above 2,50,000 upto 3,00,000 litres , cost of 3,00,000 litres capacity , add for capacity above 3,00,000 upto 4,00,000 litres , cost of 4,00,000 litres capacity , add for capacity above 4,00,000 upto 5,00,000 litres , cost of 5,00,000 litres capacity , add for capacity above 5,00,000 upto 7,50,000 litres , cost of 7,50,000 litres capacity , add for capacity above 7,50,000 upto 10,00,000 litres , cost of 10,00,000 litres capacity , add for capacity above 10,00,000 upto 15,00,000 litres , cost of 15,00,000 litres capacity , add for capacity above 15,00,000 upto 20,00,000 litres , cost of 20,00,000 litres capacity , rcc gsr and sump (m1031) , designing (aesthetically), and constructing rcc ground service reservoirs / rcc sumps in m 300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top rcc roof slab / or dome, 20 mm thick cement plaster with water proofing compound in cm 1:3 proportion. to inside face of the container,including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye pass arrangement consisting of c.i./ m.s. d/f. pipes, specials and valves of given diameters, providing and fixing accessories such as m.s. ladder inside and outside, c.i. manhole frame and cover, water top slab, b.b. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per is code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. , anti –termite treatment shall be given for under ground portion of the structure. , notes , the design shall be in accordance with various relevant i.s. specification (i.s.456/2000,i.s.875 1987,i.s.3370 1965 or revised.) , only m.s. bars grade i conforming to i.s. 432 part i or high yield strength deformed bars conforming to i.s. 1786 or i.s.1139 shall be used.grade ii m.s. bars shall not be used. , entire structure shall be in m 300 only. , the scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. , the g.s.r. / sump above 15 lakh litres capacity shall be in two compartment. , the job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by engineer in charge. if up lifts considered in design, then these rates shall be increased by 7.5%. , g.s.r. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. sump well includes cost of suction pit required at bottom. , for pipe diameters upto 300mm only cipipes and ci specials shall be used. for pipe diameters above 300mm, m.s. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside. , cost of pump house is not included in these rates. , above rates are applicable for seismic zones 2, 3 and 4. , 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of g.s.r. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. , 10% shall be added for sump if over head pump house is proposed. , note: conditions from sr.no.1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of r.c.c .gsrs and sumps. , rates for rcc gsrs and sumps , upto 25,000 litres , cost of 25,000 litres capacity , add for capacity above 25,000 upto 50,000 litres , cost of 50,000 litres capacity , add for capacity above 50,000 upto 75,000 litres , cost of 75,000 litres capacity , add for capacity above 75,000 upto 1,00,000 litres , cost of 1,00,000 litres capacity , add for capacity above 1,00,000 upto 1,50,000 litres , cost of 1,50,000 litres capacity , add for capacity above 1,50,000 upto 2,00,000 litres , cost of 2,00,000 litres capacity , add for capacity above 2,00,000 upto 3,00,000 litres , cost of 3,00,000 litres capacity , add for capacity above 3,00,000 upto 5,00,000 litres , cost of 5,00,000 litres capacity , add for capacity above 5,00,000 upto 10,00,000 litres , cost of 10,00,000 litres capacity , addforcapacityabove10,00,000upto15,00,000 litres , cost of 15,00,000 litres capacity , add for capacity above 15,00,000 litres , note: 10% shall be added over the cost of gsr for sump where over head pump house is proposed. , unconventionalwater treatment plant (m1032) , designing (aesthetically), providing and constructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civil works includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow : includingnecessaryhydraulic testing, structuraltesting and trial for 3 months, etc. completeas directedbyengineer in charge (turn key job) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 (type c) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters all valve shall be glandless. , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , 100 kg chlorine cylender for capacity upto 5mld and chlorine tonner for capacity above 5 mld. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to12 minutes to wash specified number of filter beds at time at 600 lit / m2/m under head of 12m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains (100 % standby).air blowers shall be adopted for wtp having capacity more than 3 mld only. below 3 mld capacity, air blowers shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , all the structural steel works / fabrications are to be provided with application of hot dip zinc coating according to specification as per is 4759:1996 (reafirmed 2006). , note: conditions from sr. no. 1 to 28 shall form a part and parcel of the tender and must be included in draft tender papers for the work of unconventional treatment plants. , unconventional water treatment plant , fixed cost for 1 mld , add for capacity above 1 mld upto 2 mld , cost of 2 mld treatment plant , add for capacity above 2 mld upto 3 mld , cost of 3 mld treatment plant , conventionalwater treatment plant (m1033) , designing (aesthetically), providingconstructingandcommissioningconventionalwatertreatmentplantconsistingofallcivil, mechanicalandelectricalworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidingantitermitetreatmenttoentirestructurebelowgroundlevel,mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, equipmenttestingandtrialrunfora periodof3 months, etc. completeas directedbyengineer in charge (turn key job). , aeration fountain plan are a not less than 0.625 square metre per mld , ventury flume with necessary devices, consisting of simple mechanical indicator. (pedestal type gauge) , flash mixer rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec 1, vane mixer type conforming to i.s. 7090 of 1985. , flocculator – conforming to i.s.7208 1974 (type c) with detention period of 30 minutes. , clarifier horizontal flow circular tank, detention period 2 5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to i.s. no. 10313 1982. , rapid sand filter sand filter house filter designed for filteration rate of 5,000 litres per square metre per hour, minimum 2 beds for plant upto 10 mld, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. , filtersand effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75m, free board 50cm, gravel 0.45m in depth, sand and gravel conforming to i.s. 8491 (i) 77, back wash by air wash, stand ard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc. , wash water tank capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. , wash water pumps capacity to fill water tank in 1 hour with 100% standby. , air blowers capable of delivering 600 lmp per square metre of free air, of filter area at 0.4kg / sqcm at the under drains (100% standby). , chemical house in two storeys , ground floor to accommodate 7 days alum requirement and sundry storage. , first floor to accommodate alum and lime tanks.etc. , solution tanks minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30m, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to i.s. 9222 part i 1979. , pure water sump and sump house. , capacity of sump – one hour of designed flow. , pump house pump house of required size over the sump or by the side. , store house suitable for alum storage of three months requirement in monsoon with 10% extra capacity for other sundry articles. , vacuum feed type chlorinators make tobe approved by mjp. , conforming to i.s. 10533 a part ii 1983 , rate for withdrawal , temperature kg. of chlorine discharge degree c per day (cylinders) , 45 67 tonnes , 10 6.359.50 110 , 15 10.75 16.10130 , 20 14.50 21.24254 , 27&above18.70 28.12315 , chlorinator equipment and container room to conform to i.s. 10553 part i 1983. , 100% standby shall be provided. , by pass arrangements c.i. or m.s. pipes. , disposal of waste from wtp: safe disposal arrangement to near by nala including cost of pipe , for wtp of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pupming machinary,rising main etc complete , drainage arrangements – rcc pipes up to plot boundary. , electrical installation – both internal and external including entire plant area. , laboratory equipment –as per requirement (to be specified during tendering). , sanitary blocks – carpet area 15 square metre minimum upto 25 mld and 25 square metre above 25 mld. , administrative block and internal road to accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and wbm road to connect all units from main gate of plot. , rates given below are inclusive of up lift pressure if any and dewatering during entire work. , all pipes condutes channels with20%overloading , these rates are applicable for seismic zones 2, 3 and 4. , all rcc structures shall be constructed in m 300. , note: conditions from sr. no. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants (proposed). , conventional water treatment plant , above3 mld to upto 5 mld , cost of 5 mld treatment plant , add for capacity above 5mld upto 10 mld , cost of 10 mld treatment plant , add for capacity above 10 mld upto20 mld , cost of 20 mld treatment plant , add for capacity above 20 mld upto 50 mld , cost of 50 mld treatment plant , add for capacityabove 50 mld upto 100 mld , cost of 100 mld treatment plant , add for capacity above 100 mld , gpt/hygpt : drilling by rotary drill machine of size 300mm & 400mm dia with t.c. drill bit for tubewells in all kinds of soil including moorum, hard soil, soil mixed with pebbles, shingles, compacted soil, clay, soft and decomposed rock etc, up to 60 meters depth including reaming to facilitate smooth lowering of casing pipe etc. as per specification and direction of e/i (basic rates) (m1034) , 300 mm dia for gpt , 400 mm dia for hygpt , hydt : cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic dth rig machine, all complete including supplying all materials, tools, drilling rig, air compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site (basic rates) (m1035) , from 0 50 meter , from 51 125 meter , dt :basic rates for 125/115 mm dia drilled tube well for drilling in all kinds of soil and rock for installation of hand pump with dth rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125/115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and dirrection of engineer incharge (basic rates) (m1037) , drillig upto 30 mtr depth below g. l. in rural area , drilling beyond 31 mtr upto 60 mtr below g. l. in rural area , trenchless (m1038) , installation of product pipe by manual pipe jacking method including making of entry and exit pits all related civil works like excavation ,shoring / strutting etc manual shielded excation ,lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , from 900 mm to 1000 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , from 1000 mm to 1200 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 1200 mm to 1500 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by auger boring methodincluding making of entry and exit pits all related civil works like excavation ,shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , installation of product pipe by guided auger boring methodincluding making of entry and exit pits all related civil works like excavation ,shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jacking pit laying and jointing of product pipeline through jacking process from the jacking pit and restoration of site after project completion as per the instruction of the engineering in charge all complete exept the cost of the pipe average cover of 1.5 depth below gi ( upto 100 meter installation length ) , upto 300 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above300 mm to 450 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 450 mm to 600 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , above 600 mm to 900 mm dia , in soft soil , in hard soil , in sandy soil , in stone soil , providing and supplying isi mark ci/ d/f reflux valves( non return valves ) of following dia inspection charges unloading from railway wagon ,loading into truck transportation upto department stores / site unloading stacking etc. complete reflux valve as per is 5312 part i (1984) (m1039) , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700 mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200 mm , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , providing double flange sluice valve ( size 50 mm to 1200 mm ) confirming for is 2906 / 14846 including worn gear arrangements as per test pressure stailess steel spindle , caps transportation etc. all complete . , with byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , without byepass arrangement pn 1 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , providing double flange sluice valve confirming for is 2906 / 14846 including worn gearas per test pressure stailess steel spindle , caps transportation etc. all complete for rateincluding all taxes . . , without byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , 700mm , 750 mm , 800 mm , 900 mm , 1000 mm , 1100 mm , 1200mm , with byepass arrangement pn 1.6 , 50 mm , 65 mm , 80 mm , 100 mm , 125 mm , 150 mm , 200 mm , 250 mm , 300 mm , 350 mm , 400 mm , 450 mm , 500 mm , 600 mm , design and supply of v wire screen laterals suitable for infiltration galleryas per site condition and detail provided end connection suitable flange excluding taxes and transportation . (m1040) , dia 06 inch ( 150 mm ) , id 153 mm od 167 mm , screen thickness 07 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 08 inch ( 200 mm ) , id 205 mm od 221mm , screen thickness 08 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 10 inch ( 250 mm ) , id 256 mm od 276mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 12 inch ( 300 mm ) , id 306 mm od 326 mm , screen thickness 10 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , dia 14 inch ( 350 mm ) , id 338 mm od 363 mm , screen thickness 12.5 mm , slot 1.00 mm , moc lowcarbon galvenised steel , length 5 mtr. , supplying all materials, labours, equipments for lowering 125mm dia blue upvc casing pipe as casing for protecting the sides from falling during the process of drilling all complete including carriage of materials to work site(basic rate). (m1041) , supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per dirction e/i (basic rate). (m1042) , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting the casing pipe after lowering in the bore including carriage of materials to work site etc. all complete as per specification & direction of e/i (basic rate). (m1043) , supplying labour and equipments including 125mm dia g.i. cap and fitting and fixing over the casing pipe of tube well properly and taking it out as per direction e/i (the cap will be the property of department) (basic rate). (m1044) , supplying all materials, labours, equipments for constructing p.c.c. (1:2:4) circular platform around drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per unicef design, etc. all complete including carriage of materials (basic rate). (m1045) , supplying all materials, labours and equipments for constructing p.c.c. (1:2:4) drain as per unicef design etc. all complete including carriage of materials (basic rate). (m1046) , supplying extra deep well hand pump complete sets with cylinder assembly & connecting rod (12 pcs) as per is : 15500 part 2/2004(basic rate). (m1047) , supply of 200mm dia x 3.00m long upvc casing pipe conferming to is : 12818: 2016 (cml no. 5543459) latest revision including carrigae(basic rate). (m1048) , supply of 200mm dia ribbed screen pipe conferming tois : 12818: 2016 (cml no. 5543459) latest revision including carrigae(basic rate). (m1049) , supply of 125mm dia ribbed screen pipe conferming tois : 12818: 2016 (cml no. 5543459) latest revision including carrigae(basic rate). (m1050) , supplying all tools, equipments and labour and lowering 32 mm dia medium quality g.i. pipe in drilled tube well in 3 mtrs. length all complete as per dirction e/i including carriage of materials (basic rate). (m1051) , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of e/i including carriage of materials (basic rate). (m1052) , supplying all materials, labours and fixing india mark ii hand pump with all accessories all complete job as per direction of e/i including carriage of materials(basic rate). (m1053) , design, supply, installation testing & commissioning of packaged water treatment plants (unconventional type) of different capacity with (20 hours operation) comprising of lamella clarifier, static mixture flocculation tank (smet), multi grade filter (mgf) with best quality filter media, lime/ coagulant/polymer dosing system hypo chloride dosing system, raw water feed pump/clear water transfer pump (either or), sludge transfer cum recirculation pump, filter feed pump & back wash pump including all fitting like valve and other special fittings and electrical power supply to the different supplied units with mcb panel internal electrification with lighting arrangement with treatment plant site with provision of chemical storage and water testing boratoryfacility should be from a reputed manufacturer/ authorized distribution / authorized dealer conforming to relevant is codes and certified by iso 9001 2008 & 14001, it also include cost of civil foundation, including clarified water tank internal connecting pipe line from raw water inlet to cwr and applying internal epoxy paint on the supply equipment all the prices are exclusive of gst, allied structure/items which are site specific such as external electrification, approach road, foot bridge, cofferdam, compound wall, scada and automation, cwr pumps etc are to be considered extra. (m1054) , packaged lamella clarified type wtp with mgf capacity in mld. , (i)0.2 , (ii)0.3 , (iii)0.4 , (iv)0.5 , (v)0.6...

Patliputra Medical College - Jharkhand

31419337 tender for infrastructure for physiology turnkey project for cal lab turn key physiology snmmc, dhanbad turn key physiology snmmc, dhanbad , laying and jointing pvc pipe. heading , cal for amphibian experiment on turn key basis• the software program should be a user friendly interactive desktop application, capable of running several applications simultaneously within one program including: data collection, background materials, data analyses, and reporting options. • the software should have interactive experiments including content, procedure, literature, videos etc. • it should allow students to save their laboratory progress and pdf report of their data. • human physiology, airflow, autonomic nervous system ( ans ) , blood clotting, blood counting, blood pressure, body temperature, breathing, cardio respiratory effects of exercise, cardiovascular effects of exercise, diving response, electroencephalography ( eeg ) oculography ( eog ) , energy expenditure & exercise, glucose absorption heart & ecg, heart & peripheral circulation, heart sound, kidney & urine, lung volumes mechanics of ventilation, muscle & emg, peripheral nerve function, reflexes and reaction times, sensory illusions, sensory physiology, skeletal muscle function spinal reflexes, stroop test, water balance • animal physiology animal metabolism, frog heart, frog nerve, frog neuromuscular junction, frog skeletal muscle. gin trap closure reflex, intracellular , action potentials • in vitro experiments guinea pig ileum experiment dose response curve, guineapig trachea experiments physiological antagonism, experiments on the isolated, perfused mammalian heart. • in vivo experiments effect of drugs on blood pressure dog blood pressure, effect of miotics and mydriatics on rabbit eye , study the effects of several pharmacological agents on rat blood pressure • other experiments pharmacology airways resistance and vascular resistance mammalian atria, heart, jejunum, uterus stimulated ileum, rat vas deferens unstimulated ileum, rat vas deferens. rota rod experiments to test sedative agents. cookes climbing experiment to differentiate between sedative agents and anti psychotic drugs analgesic drugs using hot plate, using tail flick test and writhing test, anti inflammatory drugs using carrageenan rat pm, edema model, local anesthetics rabbit corneal reflex, guinea pig infiltration anesthesia, frog withdrawal reflex • compatible computer with 19 inch led monitor, to be provided with system. • lifetime license cost for offline model and subscription cost ( 5 years ) can be provided separately. the software must have a facility to edit and customize lesion and create their own experiments as per thelecture choice for at least warranty terms. • the system should be upgradable to online cloud based system in future so that the student can access the data from any¬where using internet facility. • instrument four channel data acquisition system for human & animal physiology experiments for biophysical parameters interfaced with above cited software for better hands on training to students. • mandatory demonstration and training. • necessary certificate for safe use for human. , amc % , cmc %...

Drinking Water And Sanitation Department - Jharkhand

31336207 karimati and adjoining village rural pipe water supply scheme under drinking water and sanitation division hazaribag karimati and adjoining village rural pipe water supply scheme under drinking water and sanitation division hazaribag , esrcapacity with staging 24 m 400 kl. , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and providing all labours andequipment for designing & construction ofesr all complete job. , designing ( aesthetically ) , and constructing rcc elevated service reservoirs of following capacity with rcc staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for esr having capacity upto 500 cum and not more than 6m c / c for esr shaving capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side and outside face of the container and also plaster with plastic paint in all columns and bracingsincluding refilling disposing off the surplus stuff with in a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as m.s. ladder, outside, stainless steel ladder in contenor, c.i. manhole frame and covers, water level indicators, l ightening conductor, g.i. pipe railing around walk way and top slab, providing stair case from ground level to roof level , ms grill gate of 2m height with locking arrangement of approved design, b.b. masonary chambers for all valves ventilations shafts, providing and applying three coats acrylie emulsion with silicon edditives paint to the structure including roof slab, epoxy painting to internal surface and anti termite treatment for underground part soft the structure and giving satisfactory water tightness test as per is code. the job to include painting then ame of the scheme and other details on the reservoir as per the directions of engineer in chief. , providing spiral stair case from ground level to roof level, m.s. grill gate of 2m height with locking arrangement of approved design, b.b. masonry chambers for all valves, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti termite treatment forunder ground part soft he structure and giving satisfactory water tightness test as per i.s. code. the job to include painting then ameof the scheme and other details on there servoir as per the directions of engineer in charge. , notes , the design of the structure be in accordance with relevant i.s. specification ( i.s. 3370 2009 or revised. ) , the design shall satisfy the stipulations as per i.s. 1893 1984 and i.s.13920 / 1993 for seismic force and i.s. 11682 / 1985 for r.c.c. staging of over head tanks. , for design having more than 6 columns, provision of internal bracing is obligatory. external bracings is also obligatory. , the entire structure shal be m / 250 mix only .however concrete in contract with water such as container base slab, walls, roofs slab & putting in water base area shall be in m300 , plain round mild steel bars grade i conforming to i.s.432 part i orhigh yield strength deformed bars conforming to i.s. 1786 or i.s. 1139 shall beused, grade i imildsteel bars will not be allowed , irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. , these rates include providing m.s. ladder for e.s.r.s upto 2 lakh litres capacity and providing spiral stair case for e.s.r. above 2 lakh litres capacity. , staging shall have to bede signed with stresses of m 200 concrete for esr. however all rcc construction should be donein m 250. structures in contact with water shall be designed & casted in m 300 , these rates are including the cost of up lift pressure if any and entire dewatering during execution. incase of water logging are a where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition. , all conditions given in the member secretarys circular no. mjp / ts i / 350 / 1668 dt. 2 8 97 and mjp / s i / 350 / 2127 dt. 13 7 99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. , 75 % part rate shall be payable for reinforcement concrete and plastering items of containers of e.s.r. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. , the rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. the scope of work, however, includes cost of erecting, laying and jointing of pipe sand valves including cost of jointing materials upto 5 m beyond outer face of outer most column. , for esr upto 500 cum capacity c.i. double flanged pipes upto 300 mm dia shall be provided and c.i. specials shall be used. for esr above 500 cum capacity c.i. / m.s. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti corrosive epoxy treatment from in side and out side. , below mentioned rates are for foundation swith individual footing with bearing capacity of 20 tonnes per square metre. for raft foundations, these rates shall be increased by 7.5% where safe bearing capacity ( sbc ) is 5 mt per sqm and by 5 % where sbc is more than 5mt / sqm and upto 10 mt / sqm. this % of5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of esr. for extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant dsr item. , the rate shall be increased by 30 % for bearing piles upto depth of 10 m and for further increased in depth by 5 m each, it shall be increased by another 10%. these rates are applicable where raft is not feasible. for pile foundations sulphate resistant cement shall only beused. single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of esr. , esr ( capcity 400 kl ) with staging 24m , , construction of 1.5 mld wtp , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and providing all labours and necessary equipment for designing & construction ofunconventional wtp .with all complete job. , designing ( aesthetically ) , providingconstructinghigh rate unconventionalwatertreatmentplant i.e. simplified water treatment plant consisting of civilworks includingcostofprovidingandapplyingepoxypainttoinsidesurfaceofwaterretainingstructuresincontactwithchlorineandprovidinganti termitetreatmenttoentirestructurebelowgroundlevel, ceramic tiles for floring, acrylic emulsion with silicon additives paint from outside stainless steel railing, mechanicalandelectricalcomponentsofvarioussub worksasgivenbelow, includingnecessaryhydraulic testing, structuraltesting, andtrial fora periodof3 months, etc. completeas directedbyengineer in charge ( turn key job ) works. , aeration fountain , inlet arrangements , mixing channel with ventury flume and flow measuring arrangement , inlet channel , flocculator conforming to i.s. 7208 1974 ( type c ) with detention period of 30 minutes , tube settlers designing, fabricating and constructing tube settlers with square or any other shaped tube like circular, cheveron, hexagonal etc .having proven performance , rapid sand gravity filters , filter house , chemical house , alum tanks 2nos. with mixing, carrying and dosing arrangements with piping. , gravity feed gas chlorinator with 100% standby. , tcl solution tank with mixing, carrying and dosing arrangement with piping. , bypass arrangement , external and internal electrification , laboratory equipments , wash water tanks of capacity equal to 12 minutes to wash specified numbers of filter beds at time at 600 liters / m2 / m under head of 12 m at under drain. , wash water pumps with 100% standby , air blowers capable of delivering 600 lmp per square metre of free air of filter area at 0.4 kg / sqcm at the under drains ( 100 % standby ) . air blowers shall be adopted for wtp having capacity more than 3 mld only . below 3 mld capacity, air blower shall not be adopted. , pure water sump of capacity equal to 1 hourpumping capacity. , pure water pump house over the sump / by the side of sump. , drainage arrangements , alum store , sanitary block with necessary water supply and drainage arrangements and internalwbm roads. , these rates are applicable for seismic zones 2, 3 and 4. , rates given below are inclusive of uplift pressure if any and dewatering during the entire work. , all rcc structures shall be constructed in m 250. structures in contact with water shall be in m 300. , unconventional treatment plants less than 1 mld capacity shall not be constructed. , 1.5 mld un conventional wtp capacity , construction of r.cc intake well cum pump house with dia of well 5.00 m, steining wall 8.65 m, and hieght of pump house 5m. , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and construction of r.c.c intake well with pump house all complete job. , earth work in excavation offoundationtrenches of toe wall , spillway, head regulator, outlet, intake well etc as per designed section in all kindsof soil including , moorum soil, mixed with kankar, pebbles and bouldersupto 300 mm sizeand disposalof thesame ( beyond50m awayfrom the edge of the trenches ) initial lift of 1.5 mtr as per specification and direction of e / i. , initial lift , 1st lift , earth work in excavation offoundationtrenches of toe wall , spillway, head regulator, intake well and outlet etc as per designed section in ordinary rock or soft rock ( where blasting is not needed ) ( vide classification of soil item c ) with disposal of soil ( beyond50m away from the edge of the trenches ) withinitial lift of 1.50 mtr as per specification and direction of e / i. ( soft rock where blasting is not required and approved by the concerned chief engineer. ) , 1st lift , 2nd lift , 3rd lift , providing and laying p.c.cm 150 with nominal mix ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , foundation , providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel sanchions including normal dewatering, plywood form work, bully / steel propups, compaction, finishing and curing, etc, complete. ( by weigh batching and mix design for m 250 and m 300 only. ( excluding m.s or tor reinforcement ) . , r.c.c m 300 in foundation , providing and casting in situ cementconcrete of trap / granite / quartzite / gness metal of approved quilty for r.c.c work as per detailed drawing and designs or as directed by engineer in charge including narmol dewatering, sentering plywood, formwork bully / steel prop ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete. ( excluding the cost of reinforcement.for rcc m 300 grade slabes / landings / vertical walls / waist slabs / steps for staircase in foundation stain wall of intake well. , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quilty for r.c.c work as per detailed drawing and designs or as directed by engineer in charge including narmol dewatering, centeringplywood, formwork bully / steel prop ups, compaction finishing the formed surface with 1:3 sufficeint minimum thickness if special finish is to be provided and curing etc. complete ( by weighbacthing and mix design for m 250 only .excluding the cost of reinforcement. , rccm 250 floor slab beam , rccm 250 pump house roofslab beam , providingand costing in situ cementconcrete of trap / granite / quartzite / gness metal of approved quilty for r.c.c work as per detailed drawing and designs or as directed by engineer in charge including narmol dewatering, sentering plywood, formwork bully / steel prop ups, compaction finishing the formed surface with 1:3 sufficeint minimoum thickness if special finish is to be provided and curing etc. complete ( by weighbacthing and mix design for m 250 & 300 only . ( excluding the cost of reinforcement. , for rcc slabs / landings / vertical walls / waist slabs / steps / staircase for floor slab. , providing r.c.c m 250 in nominal mixin columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , columns up to roof level , providing r.c.c m 250 in nominal mix in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , band at lintel level , providing r.c.c m 250 in nominal mix in roof slab of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m 2.5 to 3.0 excluding screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specificationanddirection ofengineer incharge. , pump house roof , providing 63 mm average thick rcc m 250 with nominal mix ofin chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3 including, taking drip course in concrete screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm thick cement plaster ( 1:4 ) in ceiling and sides of chhajja with sand offm 1.5, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete asper building specification and direction of e / i. , providing tor steel reinforcement of8mm to 12 mm dia.rodsas per approved design drawing excluding carriage of m.s rods ( straight or in coils ) to work site, cutting, bending, binding including supplying an nealed wire placing ms rods in position all complete job as per specification and direction of e / i. , providing designation 75a brick work in c.m. ( 1:6 ) in superstructure with approved quality of clean coarse sand of f. m. 2 to 2.5 including providing 10 mm thick mortar joints, costs of screening, materials, scaffolding, ranking out joints to 15mm depth curing, taxes & royalty all complete as per building specification & direction of e / i. , providing 25 mm thick . first class patent stone flooring ( 1:2:4 ) with stone chips in two layers , bottom layer 19 mmthick ( 1:2:4 ) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick ( 1:3 ) with 6 mm down stone chips in pannels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes & royalty with all complete as per building specification & direction of e / i. , supplying fitting and fixing fully glazed steel door window or ventilators of standard rolled z and mullion section and sizes as per i.s. 1038 joints met and welded with 100x16x3 mm ms lugs fixed in cement concrete ( 1:2:4 ) blocks 15x10x10 cm size including cost of oxidized iron fitting with hinges, handle per teps, catch springs 3mm thick plain glass panes with aluminium beads and inner frame fixed with lugs of 20 mm long 6.3mm g.i.counter sunk machine screw and nuts and applying a coat of red lead paint, carriage to work site hoisting and placing in position in all storey and taxes all complete as per building specification and direction of e / i , supplying fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2 mm at 100 mm.centers and braced with m.s. flat diagonals 20x3mm with top & bottom rails of t iron 40x40x6 mm with 38 mm dia steel pulleys complete with bolts, nuts locking arrangement stoppers handles including applying a priming coat of red lead paint, carriage hoisting and taxes all complete as per building specification and direction of e / i. , providing 12 mm thick cement plaster ( 1:6 ) with approved quality ofcleancoarse sandoffm1.5 with 5% cico or any other water proofing compound including screening, curing with all leads andliftsofwaterscaffolding taxes and royaltyall complete as per building specification and direction of e / i. , providing 12 mm thick water proof cement plaster ( 1:3 ) with clean coarse sand of fm 1.5 with 5%cico or any otherwater proofing compound including screening curing, with all leads and lifts of water, scaffolding taxes and royalty all complete as per buildingspecification and direction of e / i. , providing 6 mm thick cement plaster ( 1:4 ) in ceiling with approved quality ofclean coarse sand of fm 1.5 including screening, curing with all leads and lift of water , scaffolding taxes and royalty all complete as per building specification and direction of e / i. , providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surfaceincluding preparing the plastered surface smooth with sand paper, curing, scaffolding & taxes all complete as per building specification & direction of e / i , providing one coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of e / i. , providingr.s.joist ismb350 x 140 mm ) size fitting fixing in position including cutting to reacquired in shape & size, its carriage applying a primer coat of red lead paint etc all complete as per building specification and direction of e / i. ( below roof slab for base of v.t.pump ) ( as per ( c ) ( iii ) 5.50 m @ 52.40 kg per meter ) 0.34 mt, , providing and fixing gi pipe railing having 1.0m height consisting 50 x 50 x 6 mm thick m.s angles as vertical at 1.5 m c / c, and additional posts at every corner 3 rows of 25 mm dia g.i pipes fo medium class variety as horizontal and painting 3 coats of oil paint over 1 coats of anticorrosive paint of approved colour and shade including cost all labour, transporting bends to curved shape, etc complete. , providing double flanged sluice gate confirming for is 2906 / 14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all transportation etc.complete. , providing and fixing in position c.i. / m.s. rose pieces in intake well including cost of all materials and labour, painting with three coats of anti corrosive all paints, etc complete as directed by engineer in charge , supplying materials and labour for fixing 20mm dia m.s bar steps in steining wall of 0.30 m internal and staggered in ( 1:2:4 ) cement concrete including scaffolding and curing etc.all complete as per specification and direction of e / i. , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , sand36km lead , bricks6km lead , stone / stone chips11km lead , construction of gang way 50 m long and 3.00 m wide , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority construction of gang way 40 m long and 3.0 m wide etc. all complete job. , e / w in excavation in foundation trenches in foundation trenches in all kinds of soil as below & disposal of excavated earth obtained to a distance up to 50m including all lift leveling, ramming the foundation trenches removing root of trees, shrubs all complete as per approved design. , e / w in soil item , e / w in soil item ( soft rock ) , providing p.c.c m 150 in nominal mix of ( 1:2:4 ) in foundation and plinth with approved quality of stone chips ( 30mm to 6mm size ) graded and clean coarse sand of f.m 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per specification and direction of e / i. , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering, plywood formwork, bully / steel prop ups, compaction, finishing and curing, etc. complete. ( by weigh batching and mix design for m 300 only. ( excluding m.s, or tor ln rcc ) , total r.c.c in foundation , providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal for rcc work as per detailed drawing and designs or as directed by engineer in charge including normal dewatering, plywood formwork, bully / steel prop ups, compaction, finishing and curing, etc. complete. ( by weigh batching and mix design for m250 and m 300 only. ( excluding m.s, or tor ln rcc m 300 ) for columns , providing r.c.c.m – 250 with normal mix ofin beam of all types with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating , striking , curing , taxes and royalty all completed as per specification and direction of engineer in charge. , r.c.c in beam , providing r.c.c.m – 250 with normal mix ofin roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of f.m. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating , striking , curing , taxes and royalty all completed as per specification and direction of engineer in charge. , r.c.c in roof slab , providing and fixing gi pipe railing having 1.0m height consisting 50 x 50 x 6 mm thick m.s angles as vertical at 1.5 m c / c, and additional posts at every corner 3 rows of 25 mm dia g.i pipes fo medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost all labour, transporting bends to curved shape, etc.complete. , providing 12mm cement plaster ( 1:4 ) with clean coarse sand of f. m 1.5 including screening curing with cell leads and lifts of water b scaffolding taxes and royalty all complete as per building speciation and direction of e / i . , providing 2 coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, curing, scaffolding & taxes all complete as per building specification & direction of e / i. ( , providing t.m.t. reinforcement ( tor steel ) do as per specification and direction of e / i12mm tmt fe 500 , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , sand36km lead , stone / stone chips11km lead , coffer dam for intake and gangway , providing, constructing coffer dam in river basin / dam storages as per type design including excavation, fillingthe middle portion with b.c.soil ( in gunny bags if required ) .providing impervious / semimperviousmaterialson bothsideofb.c.soil ( in gunny bags if required ) including ramming, compacting to satisfaction of engineer in charge, till the completion of work including dismantling coffer dam after completionofworksand disposing offmaterialas directed by the engineer in charge. , for gangway , for intake well , dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge , for gangway , for intake well , mechanical & electrical work at intake well , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and rawwater pumping machinery with all complete job. , supply, installation, testing and commisssioning of vertical turbine pumpsets with allied equipment as under , supplying , erecting and commissioning of single / multi stage vertical turbine pump sets ( make: kirloskar / wpil / mather & platt ) as per is 1710, capable of discharging 16.62 lps against a head of 80m, consisting of bowl assemblies, bronze impellers, column assembly 60 ft hanged type stainless steel pump shaft, line shaft, etc. with all accessories coupled with energy efficient ( ie3 ) tefc squirrel cage induction motor confirming to is:325 and is:12615, having 15% more bhp than that of pump, operating on 1500 rpm, 415v, 3 ph, 50 hz [ make: kirloskar / abb / marathon / cgl ] all complete withrequired size of sluice valve and non return valve standard fitting, strainers, foot valve, reducer, pressure gauge, ms delivery, common header, nuts & bolts, packings, fitting & fixing, labour & technician, etc. all complete job as per site requirement and direction of e / i. ( note: contractor will have to check the design of pump & motor and get it approved by the department ) , di