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 ) , discharging 16.62 lps, head 80m ( 1w + 1s ) 15 hp , providing , erecting and commissioning lt motor control panel board fabricated with ms sheet and painted, dust vermin proof. floor mounted cubical panel board shall be consisting of proper power distribution 250 a copper busbar 4 pole, 1 no. 250 a mccbas incoming feeder and 2 nos. 100a mccb as outgoing feeders for motors, 1 no. 100a mccb as spare feeder ( for motor ) , 2 no.32a & 63a mcb for lighting and other loads. includingselector switches, switch disconnector isolator, voltmeters, ampere meters, mfm, indicator lamps, internal wiring, danger board, protection units & relay, capacitor banks / apfc , suitable earthing set etc. all complete and as per is and direction of e / i . , supplying and erecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 440 volt, 3 phase, 50 hz with no volt coil, over load relay and on / off push buttons, with necessary material and connected to supply, etc complete. , 40 hp , power wiring with required 120 sq mm 3.5 core 1.1 kv grade armoured aluminium cables, xlpe / pvc insulated armoured cable from transformer to mcp at raw water pump house.laying, jointing and making proper terminations, etc.all complete. , power wiring with required 25 sq mm 3 core 1.1 kv grade armoured copper cables, xlpe / pvc insulated armoured cable from power distribution panel ( mcp ) to motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc.all complete. , providing, erecting for each motor with all required materials, etc.all complete. , providing / erecting servo controlled automatic voltage stebilizer suitable for out put voltage of 415 volt+ / 1% 3 phase 50 hz, with copper wound input ( 280 450 ) volt transformer ( 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 bi directional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, voltmeter and selector switch for measuring input and ouput 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 etc.all complete job, including change over switch, t oil, etc.all complete with required accessories and materials. , 75 kva , providing, erecting and commissioning3t triple type chain pully block suitable as below with 6m lift complete with laoad chain and hand chain suitable for avove lift, tested 50% over load as per is 3832 carry isi mark with travelling trolley etc. all complete job as per the site requirement and indian standard , lighting doinginternal and external lighting by doing wiring and installing lumenaries e.g. suitable wattage led light fittings with standard lumen in pump house, gangway etc all complete for raw water pumping plant, including lightening arrester, fire extingusher, first aid box, rubber matting panel, shoes, gloves, helmet etc.as per the direction of e / i. , ( mechanical & electrical part at wtp ) , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and clear waterc.f. pump with all complete job , suply, installation, testing and commisssioning of horizontal casing centrifugal pumpsets with alied equipment as ( please refer to section 5, sl.2.5of sbd ) , providing , erecting and commissioning of horizontal split casing / multi stage centrifugal pump ( make: kirloskar / wpil / mather & platt ) as per is:5120, capable for discharging 16.62 lps against a head of 40m , consisting of bronze impellers, stainless steel pump shaft, etc. with all accessoriescoupled with energy efficient ( ie3 ) tefc squirrel cage induction motor confirming to is:325 and is:12615, having 20% more bhp than that of pump, operating on 1500rpm, 415v, 3 ph, 50 hz [ make: kirloskar / abb / cgl / marathon ] all complete withrequired size of sluice valve and non return valve standard fitting, strainers, reducer, foot valve, pressure gauge, ms delivery & suction pipe, 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 ) , discharge16.62 lps and head 40 m ( 1w+1s ) , , providing , erecting and commissioning lt motor control panel board fabricated with ms sheet and painted, dust vermin proof. floor mounted cubical panel board shall be consisting of proper power distribution 100 a copper busbar 4 pole, 1 no. 100 a mccbas incoming feeder and 2 nos. 63a mccb as outgoing feeders for motors, 1 no. 63a mccb as spare feeder ( for motor ) , 2 no.32a & 63a mcb for lighting and other loads.2 no.100a mccb for wtp equipments. includingselector switches, switch disconnector isolator, voltmeters, ampere meters, mfm, indicator lamps, internal wiring, danger board, protection units & relay, suitable earthing set etc. all complete and as per is and direction of e / i , supplying and erecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 440 volt, 3 phase, 50 hz with no volt coil, over load relay and on / off push buttons, with necessary material and connected to supply, etc complete. , 20 hp , power wiring with required 50 sq mm 3.5 core 1.1 kv grade armoured aluminium cables, xlpe / pvc insulated armoured cable from transformer to mcp at clear water pump house.laying, jointing and making proper terminations, etc.all complete , power wiring with required 10 sq mm 3 core 1.1 kv grade unarmoured copper cables, xlpe / pvc insulated armoured cable from power distribution panel ( mcp ) to motors, including laying on wall or on floor as where required, jointing and making proper terminations, etc.all complete.. , providing, erecting earthing for each motor with all required materials, etc.all complete.as per is 3043. , providing / erecting servo controlled automatic voltage stebilizer suitable for out put voltage of 415 volt+ / 1% 3 phase 50 hz, with copper wound transformer ( air 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 bi directional wheels for easy handling, necessary monitors and users controls on front panel such as indication, alarm, voltmeter and selector switch for measuring input and ouput 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 etc.all complete job, including change over switch, earthing, etc. , 50kva , providing, erecting and commissioning 3ttriple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per is 3832 carry isi mark with travelling trolley etc. all complete job as per the site requirement. , providing erecting fire extingusher andfirst aid box, lightening arrester for pump house, rubber matting ( 2nos. ) for electrical equipments, tools & tackles, etc.complete job. , raw water rising main. , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and laying of raw water rising main. , di pipe for water works with socket & spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification k 9 suitable for push on joint ( rubber gasket d jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating ( including cost of one no gasket for each pipe ) note:the rates are for jharkhand at ranchi but exclusive of gst & cp , 200mm dia , earth work in excavation ( as per is. 3114 / 1965 ) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of engineer in charge , soil item class b , soil item class c , earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of engineer in charge ( for classification for soil item a&b ) , providing and supplying of isi standard d.i specials & fitting with sealing rubber gasket of s.b.r complete with cast iron follower gland and m.s nutbolts coated or otherwise protected from rusting and suitable for d.i pipescomplete as per is 9523 class k 12 ( ex factory rates ) inspection charge transportation, cp extra. , labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping of filling the surface finish as per specification and direction of e / i. , 200mm dia pipe , supplying labour tools and tackles for testing of laid ci or upvc or hdpe or ac pressure pipe up to 60meter head of water all complete as per specification and direction of engeneer in charge. water to supplied free of cost departmentally. , 200mm dia pipe , providing double flanged sluice valve confirming to is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. ( without by pass arrangement pn 1.6 ) , 200 mm dia , 150 mm dia scour valve , providing and supplying air valve as per is 14845 2000 and mjps standard specification of approved make & quality of following diameters including all taxes ( central and local ) , railway freight, insopection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / sites unloading and stacking etc. complete.depatmental. ( single ball double flanged pn: 1.6 ) , 40mm dia air valve , lowering, laying and fixing in proper alignment and position all type of c.i air valves as directed by engineer in charge including cost of conveyance from store to site of work, cost of all materials and giving satisfactory hydraulic testing etc. complete ( for all class of valves ) .air valve singe ball ( pn 1 and pn 1.6 ) 40 mm dia , supplyng labour and tools for fixing c.i. sluice valve in trenches with a pair of c.i tail pieces incluidng making lead caulked joints and flenged joints as per i.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 volts confirming to i.s.s 1364 1983 ) including drillig holes in flanges if required as per specification and direction of e / i. , 150 mm dia scour valve , 250 mm dia s.v. , construction of brick masonary valve chamber of size ( 1.20 m x 0.90 m x 1.50 m ) ( sluice valve + air valve ) and deatil attched analysis , construction of thrust blocks for rising main , supplying labours, tools, tackles, lubricant etc. for laying and jointing d.i / c.i. s / s tyton pipes ( class la ) trenches withoutsupplying rubber gasket and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete . laying of pipe is to be done as per i.s.s 3114 1985 as per deisgn, specification and direction of e / i. , 200mm dia , clear water rising main. , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and laying of clear water rising main. , di pipe for water works with socket & spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification k 9 suitable for push on joint ( rubber gasket d jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating , 200 mm dia , earth work in excavation ( as per is. 3114 / 1965 ) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of engineer in charge , soil item class b , earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of engineer in charge. ( for classification for soil item a&b ) , providing and supplying of 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 pipescomplete as per is 9523 class but excluding freight. , labour charge for one cutting of cast iron pipe and specials including supplying necessary tools and plants, chipping of filling the surface finish as per specification and direction of e / i. , 200mm , supplying labour tools and tackles for testing of lead ci or upvc or hdpe or ac pressure pipe up to 60meter head of water all complete as per specification and direction of engeneer in charge. , 200 mm , providing double flanged sluice valve confirming to is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. ( without by pass arrangement pn 1.6 ) , 200 mm , construction of thrust blockfor rising main pipe ( analysis attached ) , supplyng labour and tools for fixing c.i sluice valve in trenches with a pair of c.i tail pieces incluidng making lead caulked joints and flenged joints as per i.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 volts confirming to i.s.s 1364 1983 ) including drillig holes in flanges if required as per specification and direction of e / i. , 200 mm dia , construction of brick masonary sluice valve chamber of size ( 1.20 x0.90 x 1.50 ) m ( sluice valve + air valve +n.r valve ) and deatil attached. , supplying labours, tools, tackles, lubricant etc. for laying and jointing d.i / c.i. s / s tyton pipes ( class la ) trenches without supplying rubber gasketand making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost and laying of pipe is to be done as per i.s.s 3114 1985 as per deisgn, specification without rubber gasket and direction of e / i. , 200 mm , providing installing and giving satishfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic device and dry dial suitable for ambient 500 c temperature duly seeled against tempering complete with flenges at both ends and confirming to class b as per iso 4064 along with manufacture is test cartificate and guarantee certificate, including cost of all materials and labour etc.with oiml.mld certification for abroad meter and fcri for india including 36 months guarantee etc.all complete. ( removable mechanism type bulk water meter ) , 200 mm dia , distribution system , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority and providing all labour, materials, equipment to procure and laying of pipes for distribution main . , di pipe for water works with socket & spigot ends in standard working lengths of 4.5, 5.5 & 6 m for classification k 7 suitable for push on joint ( rubber gasket d jointing ) with cement mortar lining inside the pipes with outside zinc and bituminous coating ( including cost of one no gasket for each pipe ) , 100 mm dia pipe , 150 mm dia pipe , 200 mm dia pipe , 250 mm dia pipe , providing and supplying high density polythene pipe ( hdpe pipe ) of 20mm to 500mm outer dia suitable for water supply which is avaliable in all standards like isi 4984, iso 4427, din 8074 and various grades like pe 63, pe 80, pe 100 and newly invented pe 100+materials ( b hdpe pipe of materials grade pe 100 pn 10 ( dia in mm ) , id 52.4 / 63 mm od , id 62.4 / 75 mm od , 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 nutbolts coated or otherwise protected from rusting and suitable for d.i pipescomplete as per is 9523. , for 100 mm to 250 mm dia pipe , earth work in excavation ( as per is. 3114 / 1965 ) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of engineer in charge ( classification soil item b ) , e / w in excavation of cut off trenches as per designed section in soft rock or ordinary rock ( where blasting is not needed ) ( vide classification of soil item c with disposal of spoil ( beyond 50m away from the toe of dam in country side ) with initial lead of 60m and lift of 1.5m, including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specifictaion and direction of e / i. , supplying labours, tools, tackles, lubricant etc. for laying and jointing d.i / c.i. s / s tyton pipes ( class la ) trenches supplying rubber gasket and making gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete and laying of pipe is to be done as per i.s.s 3114 1985 as per deisgn, specification and direction of e / i. ( without rubber gasket ) , 100 mm , 150 mm , 200 mm , 250 mm , 63 mm , 62.4 / 75 mm hdpe , supplyingtool and cutting road as well restoring the same as per specification and direction of e / i , pucca road ( except black top only taken out materials to be used ) , water bound macadam road ( taken out materials to be used ) , dismentaling plain cement or lime concrete work including stacking , providing pcc m 150 in nominal mix of ( 1:2:4 ) in road with approved quality of stones chips 20 mm 6mm size graded and clean coarse sand fm 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of e / i. , labour charge for one cutting of cast iron / di pipe and specials including supplying necessary tools and plants, chipping of filling the surface finish as per specification and direction of e / i. , 100mm , 150mm , 200mm , 250mm , id 52.4 / 63 mm od , id 62.4 / 75 mm od , providing double flanged sluice valveconfirming to is 2906 / 14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. all complete ( pn 1 without bypass arrangement ) , 100 mm , 150 mm , 200 mm , 250 mm , supplyng labour and tools for fixing c.i sluice valve in trenches with a pair of c.i tail pieces incluidng making lead caulked joints and flenged koints as per i.s specification , including supplying all jointing materials ( pig lead confirming to iss 782 1978, yarn confirming to is.s 6587 1972 and nuts and volts confirming to i.s.s 1364 1983 ) including drillig holes in flanges if required as per specification and direction of e / i. , 100mm , 150mm , 200mm , 250 mm , earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of engineer in charge. ( for classification for soil item a & b ) , construction of b.w. masonary valve chamber of size 1.20 m x 0.90 m x 1.50 m ( sluice valve ) and detailed attched , supplying tools and tackles for testing of laid c.i or upvc or hdpe or ac or di pressure pipe up to 60 meter head of water all complete as per specification and direction of engeneer in charge. , 100 mm , 150mm , 200mm , 250mm , id 52.4 / 63 mm od , id 62.4 / 75 mm od , boundary / compound wall ( boundary wall =196.40 m ) , doing geotechnical survey, collecting field data, designing, getting it approved by competent authority construction of compound wall. etc. all complete job. , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth so obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. excavation qty. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation of 75a one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , providing p.c.c m 150 in nominal mix of ( 1:2:4 ) in foundation with approved metal grade iii ( 20mm to 6mm size ) quality of stone clean course 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 complete as per building specification and direction of e / i.qnty in foundation: , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in foundation with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i.qnty in foundation: , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) instiffners with approved stone aggregate ( 20 mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 excluding screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of e / i. , qnty , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in bond at plinth level with approved stone aggregate ( 20 mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 excluding screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) inband at lintel level with approved stone aggregate ( 20 mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing ( but excluding the cost of reniforcement , taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing designation 75 a brick work in cm ( 1:6 ) in super structure with approved quality of clean coarse sand of fm 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of e / i. , qnty. wall , providing 12mm thick cement plaster ( 1:6 ) with clean coarse sand of fm 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of e / i. , qnty.wall , providing two coats of snow cerm of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper , scaffolding, curing and taxes all complete as per building specification & direction of e / i. . , providing tor steel reinforcement of 10 mm , 12 mm , &16 mm dia bars as per approved design and drawing excluding carriage of m.s bars to work site , cutting , bending and binding with annealed wire with cost of wire , removal of rust , placing the rods in position all complete as per building specification and direction of e / i , qty , filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 m all complete as per building specification & 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 , cost of gate ( 1 nos ) , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth so obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of e / i. excavation qty. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . , providing designation of 75a one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of e / i. , providing p.c.c m 150 in nominal mix of ( 1:2:4 ) in foundation with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course 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 complete as per building specification and direction of e / i.qnty in foundation: , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in foundation with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in column with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing r.c.c m 200 in nominal mix of ( 1:1.5:3 ) in band at plinth level with approved stone aggregate ( 20mm to 6mm size ) quality of stone clean course sand of f.m 2.5 to 3 excluding screening, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , centering and shuttering , providing tor steel reinforcement of 10 mm , 12 mm , &16 mm dia bars as per approved design and drawing excluding carriage of m.s bars to work site , cutting , bending and binding with annealed wire with cost of wire , removal of rust , placing the rods in position all complete as per building specification and direction of e / i , filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with lead of 50m and lift of 1.5 m all complete as per building specification & direction of e / i , supplying fitting & fixing m.s grill gate with m.s grills made 20x6mm m.s flat or 16mm m.s square bars fitted 25x25x6mm m.s angle farme of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in p.c.c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per direction of e / i. , qnty. , providing two coats of painting with ready mixed paint of approved shade and make over steel surface , 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 , staff quarters , doing geotechnical survey, collecting field data, designing aesthetically, getting it approved by competent authority and provision of twin type staff quarter etc. all complete job. , e / w in excavation in foundation trenches in hard soil ( vide classification of soil item a ) and includingall lift leveling, rammingthe foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of e / i. , providing, coarse clean sand in filling in foundation trenches / in plinth including ramming & watering in layers not exceeding 150mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of e / i. ( mode of measurement compacted volume ) . , providing designation 75 a one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e / i. , providing p.c.c.m 100 in nominal mix of ( 1:3:6 ) in foundation with approved quality of stone metal grade iii ( 50 mm to 25 mm size ) graded andclean coarse sand of f.m.2.5 to 3 including screening, shu ttering , mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of engineer in charge. , providing designation 75a brick work in c.m. ( 1:6 ) in foundation & plinth 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, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of e / i. , providing 50 mm thick damp proof coarse with cement concrete m 150 with nominal mix of ( 1:2:4 ) with approved quality of stone chips of 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 with 5 %cico or any other approved water proofing compound and placing in position, striking, curing, taxes & royalty all complete as per building specification & direction of e / i. , providing designation 75 a 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 10mm thick mortar joints, costofscreening, materials scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of e / i. , providing r.c.c.m 200 with nominal mix of ( 1:1.5:3 ) in lintel with approvedquality of stone ships 20 mm to 6 mm size graded & clean coarse sand of f.m. 2.5 to 3 excluding screening, centering, shuttering, mixing cement concrete in mixer & placingin position vibrating, striking, curing ( but excluding the cost of reinforcement ) , taxes & royalty all complete, as per building specification and direction of e / i. , centering and shuttering , providing average 63 mm thick r.c.c.m 200 with nominal mix of ( 1:1.5:3 ) chajja & in shelves with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of f.m. 2.5 to 3 including making drip course in concrete, screening, centering, shuttering& mixing cement concrete in mixer & placing in position vibrating, striking, 6 mm cement plaster ( 1:4 ) in ceiling & sides of chajja with sand of f.m. 1.5, curing ( but excluding the cost of reinforcement ) taxes and royalty all complete as per building specification of e / i. , centering & shuttering doors window , centering & shuttering shelves , providing r.c.c. m 150 with nominal mix of ( 1:2:4 ) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded & clean coarse sand of fm 2.5 to 3 excluding screening, centering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing ( but excluding the cost of reinforcement ) taxes & royalty all complete as per building specification & direction of the e / i. , centering & shuttering shelves , supplying, fitting & fixing good quality, well dressed & well seasoned sal wood work in chaukhat in doors, windows, skylights, fanlights and c / w celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the e / i. , supplying fitting and fixing 250 x 20 x 6 mm l type m.s. clamp properly fish tailed, including making holes and setting the same in 375 x 125 x 75 mm cement concrete block ( 1:2:4 ) with cost ofall labour and materials and taxes as per building specification and direction of e / i . , supplying all material, labour, fitting & fixing 38mm thick good quality well dressed and well seasoned sal wood battened shutter ledged & braced in doors and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of e / i. , supplying, fitting & fixing m.s. grill made of 20 x 6mm m.s. flat as per approved design & drawing properly fabricated with joints continuous fillet welded and finishedsmooth, carriage of grill to work site, hoisting as per the building specification and direction of e / i. ( wherematerialsisnot supplied by the deptt. ) , 40kg / sqm ( 40x7.56m2 ) , providing 40 mm thick precast r.c.c. m 150 with nominal mix of ( 1:1.5:3 ) in jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of fm 2.5 to 3 with 1.6 mm thick m.s. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar ( 1:3 ) including cost of curing, scaffolding and finishing all complete as per building specification and direction of e / i. , providing and fixing fan hook of 16 mm dia m.s. bar 1 meter long bent to required size and shape, placed in position and fixing in r.c.c. slab / beam at thetimeofcasting allcomplete as per building specification anddirection of e / i. ( where material is not supplied by deptt. ) . , supplying fitting and fixing m.s. grill gate with m.s. grills made of20 x 6 mm m.s. flat fitted on 25 x 25 x 6mm. m.s. angle frame as per approved design & drawing, properly fabricated with joints continuous fillet welded & finished smooth, providing necessary locking arrangement with haskal and domny duly fixed in p.c.c. ( 1:2:4 ) blocks of required size, applying priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i. ( when steel is not supplied by the deptt. ) , providing 6 mm thick cement plaster ( 1:4 ) in ceiling with clean coarse sand of f.m. 1.5 includingscreening, curing with allleads&liftsofwater, scaffolding, taxes & royalty all complete as per building specification & direction of e / i. , providing 12 mm thick cement plaster ( 1:6 ) withcleancoarse sand of f.m.1.5including screening, curing with all leads & lifts of water, scaffolding, taxesand royalty all complete as per buildingspecification& direction of e / i. , providing 12mm cement mortar ( 1:3 ) with clean coarse sand of f.m. 1.5 with floating coat of neat cement punning in skirting including rounding of junction with floor, curing with all leads & lifts of water , scaffolding , taxes and royaltyall completeas per buildingspecification & direction of e / i , filling in foudation trenches & plinth in layersnot exceeding 150 mm thick well watered , rammed , fully compacted & finedressed with earth obtained fromexcavation of foundationtrencheswithin a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of e / i ( mode of measurementcompacted volume ) , 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 ( 1:2 ) 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 completeas per building specification & direction of e / i , providing designation 75 a one brick on edge flooring in c.m ( 1:4 ) with top surface flush pointed in cm ( 1:4 ) approvedquality of clean coarsesand of f.m 2 to 2.5 including the cost of screening , raking outjointsto 15 mm depth , curing taxes, royalty all complete as per building specification and direction ( e / i ) , providing two coated of snowcem of approved shade and make over a coat of cement primer on new surface including cost of cleaningsurface, scaffolding etc.all complete. , color washing two coats over a coats over a coat of white wash over new surface with approved quality of lime in approved shade including the cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. , providing two coats of painting with ready mix paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification & direction of e / i. , providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning , removing rust , dirt , scales , smokes and grease and cleaningthe surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of e / i , providing two coats of painting with ready mix paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of e / i. , providing tor steel reinforcement of 8mm dia as per approved design and drawing excluding carriage of bars to work site , cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification and direction of e / i.tmt fe 500 ( only validfor sail and tata ) , 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 , water supply sanitation installation ( plumbing work ) , supplying and laying gi pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of e / i. , i ) 25mm gi. pipe. , ii ) 15 mm gi. pipe. , supplying materials labours and tools for fixing gi pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of e / i. , i ) 15 mm gi. pipe , supplying, fitting and fixing of gm ferrule of approved make in di / ci main including drilling and tapping ci / di main etc. all complete as per specification and direction of e / i. , supplying and fixing gi fittings of approved make all complete as per direction of e / i. , ( a ) elbow 15 mm dia , ( b ) tee plane 15mm dia , ( c ) nipple 15mm dia. , ( d ) union socket 25mm dia , ( e ) union socket 15mm dia , ( f ) brass bib cock15mm dia , ( g ) c.i stop cock 15mm dia , ( h ) c.i. stop cock 25mm dia , ( i ) reducing socket 25x15mm , ( j ) tee 25x25x15mm dia , supplying, fitting and fixing vitreous white glazed earthen were i w c of parry hindustan or any other i.s.s approved make with 100 mm hci ‘p’ trap, 15 liters ci pull and let go flushing cistern of names or otheriss equivalent make complete with all fittings c.i. or c.c brackets, 32 mm, alkathene / pvc telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, gi chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .ci body brass spindle, stop cock of weight not less than 50 grams, 15 mm. pvc connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of e / i. ( 510mm.long with 12.5 liter low level pvcsystem ) . , septic tankand soak pit , earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item b ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removingrootsoftrees, shrubsall complete as per approved design, building specification and direction of e / i. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of e / i. , providing designation 75a one brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of e / i. , providing p.c.c m150 with nominal mix of ( 1:2:4 ) in foundation with approved stone chips 20mmto 6mm size well graded andclean course sand of fm 2.5to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of e / i. , providing water proof cement plaster ( 1:3 ) with clean course sand of f.m 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per buildingspecification and directions of e / i. , ( a ) 19 mm thick , ( b ) 12 mm thick , providing designation 75a bricks work in c.m. in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of e / i. , ( a ) b / win c.m ( 1:4 ) , ( b ) b / w 75 b in ( 1:6 ) for soak pit , ( c ) brick work in dry masonry for soak pit. , providing pre cast r.c.c.m 150 with nominal mix of ( 1:2:4 ) slab of desired sizewith approved quality of stone chipsand clean coarse sand of fm 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete ( but excluding the cost of reinforcement ) , taxes and royalty etc. all complete as per building specification and direction of e / i. , providing tor reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per specification and direction of e / i. , 10 mm dia , supplying fitting and fixing h.c.i. pipe / h.c.i. fitting of approved make confirming to i.s.s 1729 including supplying nails and bobbins lead andyarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of e / i. , ( a ) 100mm dia h.c.i. tee. , ( b ) 100mm dia h.c.i. band , ( c ) 50mm dia h.c.i. cowel , ( d ) 50mm dia h.c.i. vent pipe , ( e ) 100mm h.c.i. pipe , supplying materials and labours and fixing20mm dia m.s bar steps in wall of 0.3 m interval and staggeredin ( 1:2:4 ) cement concrete including scaffolding and curing etc. all complete as per specification and direction of e / i. , supplying all materials, labours, tools and tackles and 100mm dia r.c.c hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. , supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of e / i. , supplying materials and labours for constructing inspection chamber of designation class 75 b bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar ( 1:6 ) including 12mm cement plaster ( 1:4 ) with punning on inside and cement plaster ( 1:6 ) with 600x475 mm g.i. cover with frame ( weight not less than 36 kg. ) along with earth work in excavation and 80mm thick p.c.c. ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i , carriages of materials , ( a ) brick –6 km lead , ( b ) sand 36 km lead , ( c ) stone chips 11 km lead , ( d ) steel 10 km , ( d ) cement 10 km lead , electrical works , point wiring in pvc conduit with modular type switch wiring for light point / fan point with 1.5sqmm f.r. pvc insulated copper conductor single core cable in surface / recessed pvc conduit with modular switch modular plate, suitable g.i. box and the point with sqmm fr pvc insulated copper conductor single core cable etc as required , wiring for twin control light point with 1.5 sqmmf.r. pvc insulated copper conductor single core cable in surface / recessed pvc conduit with two way modular switch modular plate, suitable g.i. box and the point with sqmm fr pvc insulated copper conductor single core cable etc as required , wiring for light / power plug point with 2 x 4 sqmm f.r. pvc insulated copper conductor single core cable in surface / recessed pvc conduit along with one no 4 sqmmfr pvc insulated copper conductor single core cable for loop earthing etc as required , coppersub main wiring in pvc conduit wiring for sub main wiring withpvc insulated copper conductor single corein surface / recessed pvc conduitas required , 2 x 1.5 sqmm + 1 x 1.5 sqmm earth wiring , 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wiring , supplying and fixing following way three pole and neutral sheet mcb distribution board 415 volts on surface / recessed complete with tinned copper bush bars , neutral link, earth bar, din bar, detachable gland plate inter connection phosphatised and power painted including earthing etc as required ( but with out mcb / rccb / isolator ) ( 4 +12 ) double door horizontal type , supplying and fixing 5 amp to 32 amp, rating 240 volts, b series miniature circuit breaker of single poles in existing mcb db complete with connecting , testing, and commissioning etc as required , earthing with g.i. earth pipe 4.5 m long 40mm diaincluding accessories and providing masonry enclosure withcopperplate having locking arrangement and watering pipe etc with charcoal , salt all complete as per electrical rule , supplying , fitting and fixing following sizes of pvc conduct along with accessories in surface / races including cutting the wall and making good the same in case of recessed conduit as required , pvc con 20 mm pvc pipe , pvc con 25 mm pvc pipe , installation commissioning and testing ceiling fan , carriage of ceiling fan and regulator , supplying , fitting and fixing 5 amp ceiling rose on the existing junction , supplying , fitting and fixing breas batten / angle holder including connection etc. , supplying , fitting and fixing g.i. box with modular plate and cover in front of surface or in recess including providing and fixing 3pin 5 / 6 amp modular type switch, connection, painting etc as required. , supplying , fitting and fixing g.i. box with modular plate and cover in front of surface or in recess including providing and fixing 6pin 5 / 6 amp and 15 / 16 amp socket outlet and 15 / 16 amp modulartype switch, connection, painting etc as required. , supplying and drawing co axial t.v. cable rg 06 grade 0.7 nn solid copper conductor pe insulated seilded with fine tinned cover braid and protected with pvc sheath in the existing surface / recessed steel / pvc conduit as required. , supplying and fixing modular switch / socket on the existing modular plate and switch box including connection but excluding modular plate etc, as required. tv antenna socket out put , supplying , fitting and fixingmodular base andcover plate on existing modular metal boxes etcas required. , cost ofearthing with g.i. earth pipe 4.5 m long 40mm diag.i.pipe 600mm x 600mm x 6mm thick copper earth plate, and 8 swg copper wire including cost of making 1.2x1.2x3m deep pit and filling with charcoal , salt all complete as per electrical rule , house connection 1628 no. of house + 12 no. of school and anganwadi =1640 , earth work in excavation exacavation in foundation trenches in hard soil vide classification item b and disposal of exacavated earth as obtained to a dist. upto 50m including all lifts, levelling, ramming the foundation trenches, removing roots of tree, shrubs all complete as per approved design, building specification and direction of e / i. , providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labours.royality and taxes all complete as per building specification and direction 0f e / i. ( mde of measurement compacted volume ) , providing a pcc m 150 in nominal mix of ( 1:2:4 ) in foundation with approved quality of stone chips 20mm to including screening, shutteing, mixing cement concrete in mixer and placing a position, vibrating, striking, curing, taxes and loyality complete all as per building specification and direction of e / i , centering & shuttering ( below gl ) , centering & shuttering ( above gl ) , earth work in backfilling the trenches after laying different types and size of pipes with earth removed during exacavation within initials leads and lifts as per building specification and direction of e / i , providing 12 mm thick cement plaster ( 1:3 ) with clean coarse sand of f.m 1.5with 1.5 mm thick ceme punning over it including screenig, curing, wit all leads and lifts of as per building specification and direction of e / i. , providing and supplying blue mdpe pipes confirming to iso 4427:1996 manufactured from vrgin resin pe 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies lke wrc / cipet ( india ) / dvm / kwa / spgn etc for usage in drinking water with quality system. this cost shall include testing of all materials all taxes central, state, municipal, inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. pn16 ( sdr 9 ) with ed ( 20mm ) , providing and supplying g.i. pipes ( tata and equivalent make ) for usage in drinking water with quality system. the cost shall include testing of al materials all taxes central state, municipal , inspection charges transportation up to site, transit insurance, loading, unloading, stacking etc complete as specified and directed. ( 15mm ) , lowering laying and jointinghdpe / mdpe pipes in proper position including all specials by compression fitting / electrofusion and but fusion jointing procedure including hydroulic testing as per relevent is code complete with all materials for jointing procedures like electrofusion c30machine, electric mirror / heater / but fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories fro hydraulic testing and all labours as direted by e / i as per is 7634 part 2 ( 20mm ) , supplying labours and tools fro fixing g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, celling and floor including supplying and fittings of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of e / i. , supplying and fixing of g.m. ferrule of approved make in existing c.i / d.i. main including drilling and taping c.i. / d.i. main all complete as per specification and direction of e / i ( 3mm dia ) , providing and fixing of g.m. fullway valve of approved quality all complete as per specification and direction of e / i ( 20mm dia ) , providing and fixing of male ended c.i. body brass spindle valve and seat bib cock of approved quality with extra socket all complete as per specification and direction of e / i ( 20 mm dia ) , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of e / i , 20mm dia elbow , 15mm dia elbow , 20mm dia reducing socket , 20 mm dia nipple , 15 mm dia nipple , 20mm dia union socket , 15mm dia socket , 20mm dia socket , carriages of materials , ( b ) sand 36 km lead , ( c ) stone chips 11 km lead , ( d ) cement 10 km lead , operation & maintenance for five years ( excludingenergy charge ) , o / m work with labour component & materials for 1st year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 2nd year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 3rd year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 4th year , as per sbd section 5 clouse 9.10 , o / m work with labour component & materials for 5th year , as per sbd section 5 clouse 9.10 , add @ 6% cgst , add @ 6% sgst , add @ 1% labour cess...
Due Date : March 19, 2022
Tender Value : ₹ 12.91 Crore
