37683594 emergent repair of panels, pot holes filling and cutting of bushes & shrubs from chain no. 211 to 243 and marking of chainage from chain no. 01 to 243 of power channel – i at srhp, sikidiri....
37683587 emergent repair of panels pot holes filling and cutting of bushes & shrubs from chain no. 61 to 120 of power channel –ii at srhp, sikidiri....
37683582 emergent repair of panels, pot holes filling and cutting of bushes & shrubs from chain no. 01 to 60 and marking of chainage from chain no. 01 to 120 of power channel – ii at srhp, sikidiri....
37683571 emergent repair of panels, pot holes filling and cutting of bushes & shrubs and marking of chainage of power channel – iii & iv at srhp, sikidiri....
37683567 emergent repair of panels, filling of pot holes, cutting of bushes & shrubs of power channel i from chain no. 171 to 210 at srhp, sikidiri....
37683560 emergent repair of panels, filling of pot holes, cutting of bushes & shrubs of power channel i from chain no. 121 to 170 at srhp, sikidiri....
37683555 emergent repair of panels, filling of pot holes, cutting of bushes & shrubs of power channel i from chain no. 46 to 120 at srhp, sikidiri....
37683548 emergent repair of panels, filling of pot holes, cutting of bushes & shrubs of power channel i from chain no. 01 to 45 at srhp, sikidiri....
37643727 construction of mini rural water supply scheme solar motor pump complete set in block giridih panchayat sindwariya village kurumdiha svs group of scheme under jjm d.w.s. division, no 2 giridih for the year 2022 23 svs 66 , model 1awith source(drilled t/w 125/115 dia mm, 60m deep) , tube well , drilling portion , construction for 115/125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , (a) up to 30mtr. depth bellow g.l. in rural areas , (b) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e/i , 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 direction e/i. , supplying all materials labours and equipment including 125 mm dia gi/ci cap 125 mm dia t/w properly all complete and taking it out as per specification & direction of e/i. (the cap will be property of department) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. (medium)pipe in dt in 3 mtr. length all complete job as per direction of e/i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e/i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e/i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc (1:2:4) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc (1:2:4) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t/well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t/w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of e/i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 (part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe (medium) 3 mtrs long screwed at both ends with seamless socket as per is:1239(part 1990). , cost of 125 mm dia blue upvc casing pipe as per i.s.12818/2016 cml no. 5543459 , solar photovoltaic (spv) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0) , ii) 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. , iii) 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. , iv) the module mounting structure should be hot dip galvanized according to is 4759. , v) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. (as per mnre specification) , vii) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii) 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. , ix) 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) , xii) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv) with third party inspection before dispatch. , xv) 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) , carrying out recuperation/yield test for ascertaining the discharge of constructed well/ excavated profile as directed by the iec. the testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t/w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e/i. , provision of solar night lamp. , construction rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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 (vide classification of soil item b) , 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 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 pcc m 150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i , providing rcc m 200 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i. , (a)foundation for steel structure staging , footing , vertical pedestal , tie beam , (b)foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , 10 mm dia , 12 mm dia , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , stone chips 11km lead , sand36km lead , bricks 06km lead , construction ofgalvanized tubular steel structure staging for (4.5m) hdpe water storage tank& solar panel. , 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. , 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. , materials and labour for vinyl painting of matter given by department in different color , installation of 2000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres capacity water storage tank , transportation charge , lifting of 2000 litrs capacity tank up to 4.5m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 10 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil (vide classification soil item b) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e/i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e/i. for construction of road cutting portion. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket (coupler), , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution main , providing and supplying high density polyethylene 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality(screwed end). , 65 mm dia , 50 mm dia . , providing and supplying high density polyethylene(hdpe )fittings 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e./m. d.p. e. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , for distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , 15 mm dia gi pipe , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e/i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e/i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s.(non modular) bricks of class designation 7.5. , full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. (1:2:4) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e/i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e/i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , annual operation & maintenance cost based on existing d/t well with solarmotor pump for 5 years , o & m cost for 1st year , o & m cost for 2nd year , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 18% gst , labour cess...
37643725 construction of mini rural water supply scheme solar motor pump complete set in block dumri panchayat chachando village jobhi svs group of scheme under jjm d.w.s. division, no 2 giridih for the year 2022 23 svs 79 , model 1b with source (drilled t/w 125/115dia mm, 60m deep) , tube well , drilling portion , construction for 115/125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , (a) up to 30mtr. depth bellow g.l. in rural areas , (b) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e/i , 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 direction e/i. , supplying all materials labours and equipment including 125 mm dia gi/ci cap 125 mm dia t/w properly all complete and taking it out as per specification & direction of e/i. (the cap will be property of department) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. (medium)pipe in dt in 3 mtr. length all complete job as per direction of e/i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e/i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e/i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc (1:2:4) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc (1:2:4) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t/well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t/w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of e/i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 (part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe (medium) 3 mtrs long screwed at both ends with seamless socket as per is:1239(part 1990). , cost of 125 mm dia blue upvc casing pipe as per i.s.12818/2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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(vide classification of soil item b) , 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 , back filling , providing nominal mix pcc of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i , providing rcc m 20 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i. , (a)foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , (b)foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , (a) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , (cement+rod) lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , 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. , hardware (l.s.) , information board for iec , 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 , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil (vide classification soil item b) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e/i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e/i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket (coupler), , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality(screwed end). , 65 mm dia , 50mm dia , providing and supplying high density polyethylene(hdpe )fittings 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e./m. d.p. e. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 (part 1/2004) isi mark /medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e/i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e/i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s.(non modular) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. (1:2:4) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e/i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e/i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , solar photovoltaic (spv) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0) , ii) 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. , iii) 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. , iv) the module mounting structure should be hot dip galvanized according to is 4759. , v) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. (as per mnre specification) , vii) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii) 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. , ix) 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) , xii) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv) with third party inspection before dispatch. , xv) 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) , carrying out recuperation/yield test for ascertaining the discharge of constructed well/ excavated profile as directed by the iec. the testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t/w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e/i. (as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm (12) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item a) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e/i. , providing pcc m 150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm 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, curing, taxes and royalty all complete as per building specification direction of e/i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of e/i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e/i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e/i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e/i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/sqm , cost of 50 x 50 x 6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , annual operation & maintenance cost based on existing d/t well with solarmotor pump for 5 years , o & m cost for 1st year (excluding repair charges) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 18% gst , labour cess...
36873364 tender for annual maintenance contract for tree branches / jungle/shrubs. cutting of 3.3kv o/h distribution line and 440v distribution line and feeding power to colonies from back side of executive hostel to asnapani nichla muhalla and asnapani colony,c&d colony, mrs colony, cpp colony, railway colony etc...
36846161 amc for tree branches / jungle/shrubs. cutting of 3300v o/h distribution line and 440v distribution line and feeding power to colonies from back side of executive hostel to asnapani nichla muhalla and asnapani colony,cand colony, mrs colony, cpp colo...
36490076 construction of solar based mrwss svs in pirtand block, comprising of suitable r.c.c framed structure esr distribution lines, source ( as required ) and fhtc all complete under drinking water sanitation division no 2 giridih cluster no 22 , model 1awith source ( drilled t / w 125 / 115 dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. , provision of solar night lamp. , construction rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , 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 ( vide classification of soil item b ) , 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 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 pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 200 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing , vertical pedestal , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , 10 mm dia , 12 mm dia , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , stone chips 11km lead , sand36km lead , bricks 06km lead , construction ofgalvanized tubular steel structure staging for ( 4.5m ) hdpe water storage tank& solar panel. , 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. , 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. , materials and labour for vinyl painting of matter given by department in different color , installation of 2000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres capacity water storage tank , transportation charge , lifting of 2000 litrs capacity tank up to 4.5m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 10 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution main , providing and supplying high density polyethylene 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65 mm dia , 50 mm dia . , providing and supplying high density polyethylene ( hdpe ) fittings 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , for distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , 15 mm dia gi pipe , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. , full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , bricks lead 06 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year , o & m cost for 2nd year , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 1b with source ( drilled t / w 125 / 115dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , 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 ( vide classification of soil item b ) , 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 , 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 nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , bricks lead 06 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , 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. , hardware ( l.s. ) , information board for iec , 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 , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65 mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , bricks lead 06 km ( avg. ) , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm 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, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x 50 x 6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 18% gst , labour cess...
36490049 construction of solar based mrwss svs in pirtand block, comprising of suitable r.c.c framed structure esr distribution lines, source ( as required ) and fhtc all complete under drinking water sanitation division no 2 giridih cluster no 13 , model 1awith source ( drilled t / w 125 / 115 dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. , provision of solar night lamp. , construction rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , 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 ( vide classification of soil item b ) , 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 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 pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 200 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing , vertical pedestal , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , 10 mm dia , 12 mm dia , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , stone chips 11km lead , sand36km lead , bricks 06km lead , construction ofgalvanized tubular steel structure staging for ( 4.5m ) hdpe water storage tank& solar panel. , 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. , 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. , materials and labour for vinyl painting of matter given by department in different color , installation of 2000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres capacity water storage tank , transportation charge , lifting of 2000 litrs capacity tank up to 4.5m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 10 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution main , providing and supplying high density polyethylene 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65 mm dia , 50 mm dia . , providing and supplying high density polyethylene ( hdpe ) fittings 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , for distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , 15 mm dia gi pipe , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. , full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , bricks lead 06 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year , o & m cost for 2nd year , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 1b with source ( drilled t / w 125 / 115dia mm, 60m deep ) , tube well , drilling portion , construction for 115 / 125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , ( a ) up to 30mtr. depth bellow g.l. in rural areas , ( b ) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e / i , 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 direction e / i. , supplying all materials labours and equipment including 125 mm dia gi / ci cap 125 mm dia t / w properly all complete and taking it out as per specification & direction of e / i. ( the cap will be property of department ) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. ( medium ) pipe in dt in 3 mtr. length all complete job as per direction of e / i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e / i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e / i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc ( 1:2:4 ) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc ( 1:2:4 ) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t / well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t / w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet / format all complete as per direction of e / i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 ( part 2 ) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe ( medium ) 3 mtrs long screwed at both ends with seamless socket as per is:1239 ( part 1990 ) . , cost of 125 mm dia blue upvc casing pipe as per i.s.12818 / 2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m , 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 ( vide classification of soil item b ) , 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 , 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 nominal mix pcc of ( 1:4:8 ) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i , providing rcc m 20 in nominal mix of ( 1:1.5:3 ) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e / i. , ( a ) foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , ( b ) foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , ( a ) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , bricks lead 06 km ( avg. ) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , 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. , hardware ( l.s. ) , information board for iec , 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 , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil ( vide classification soil item b ) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e / i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of ( 1:1.5:3 ) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e / i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket ( coupler ) , , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality ( screwed end ) . , 65 mm dia , 50mm dia , providing and supplying high density polyethylene ( hdpe ) fittings 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 conforming to isi 4984 / 14151 / 12786 / 13488, iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e. / m. d.p. e. pipes in proper position including all specials by compression fitting / electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater / butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 ( part 1 / 2004 ) isi mark / medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e / i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e / i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e / i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 ( 1 cement :4 coarse sand ) for stop cock, with c. i. surface box 100x100 x75 mm ( inside ) with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) , i / c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand ) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s. ( non modular ) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. ( 1:2:4 ) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. ( 1:4 ) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e / i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e / i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , bricks lead 06 km ( avg. ) , solar photovoltaic ( spv ) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0 ) , ii ) 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. , iii ) 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. , iv ) the module mounting structure should be hot dip galvanized according to is 4759. , v ) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi ) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. ( as per mnre specification ) , vii ) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii ) 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. , ix ) 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 ) , xii ) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii ) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv ) with third party inspection before dispatch. , xv ) 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 ) , carrying out recuperation / yield test for ascertaining the discharge of constructed well / excavated profile as directed by the iec. the testout by the drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recorded the normal water level / subsoil water level in the well / profile as well as strainer / level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t / w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e / i. ( as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019 ) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm ( 12 ) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil ( vide classification of soil item a ) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e / i. , providing pcc m 150 in nominal mix of ( 1:2:4 ) in foundationwith approved quality of stone chips 20mm to 6mm 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, curing, taxes and royalty all complete as per building specification direction of e / i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples ( but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts ) all complete as per specification and direction of e / i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e / i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e / i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e / i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg / sqm , cost of 50 x 50 x 6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e / i. , cement lead 10 km ( avg. ) , sand lead 36 km ( avg. ) , stone chips lead 11 km ( avg. ) , steel reinforcement lead 10 km ( avg. ) , annual operation & maintenance cost based on existing d / t well with solarmotor pump for 5 years , o & m cost for 1st year ( excluding repair charges ) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 18% gst , labour cess...
36490032 const of solar based mrwss svs in pirtand block, comprising of suitable r.c.c framed structure esr distribution lines, source (as required) and fhtc all complete under drinking water sanitation division no 2 giridih cluster no 37 , model 1awith source(drilled t/w 125/115 dia mm, 60m deep) , tube well , drilling portion , construction for 115/125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , (a) up to 30mtr. depth bellow g.l. in rural areas , (b) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e/i , 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 direction e/i. , supplying all materials labours and equipment including 125 mm dia gi/ci cap 125 mm dia t/w properly all complete and taking it out as per specification & direction of e/i. (the cap will be property of department) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. (medium)pipe in dt in 3 mtr. length all complete job as per direction of e/i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e/i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e/i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc (1:2:4) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc (1:2:4) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t/well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t/w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of e/i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 (part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe (medium) 3 mtrs long screwed at both ends with seamless socket as per is:1239(part 1990). , cost of 125 mm dia blue upvc casing pipe as per i.s.12818/2016 cml no. 5543459 , solar photovoltaic (spv) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0) , ii) 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. , iii) 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. , iv) the module mounting structure should be hot dip galvanized according to is 4759. , v) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. (as per mnre specification) , vii) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii) 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. , ix) 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) , xii) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv) with third party inspection before dispatch. , xv) 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) , carrying out recuperation/yield test for ascertaining the discharge of constructed well/ excavated profile as directed by the iec. the testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t/w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e/i. , provision of solar night lamp. , construction rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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 (vide classification of soil item b) , 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 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 pcc m 150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i , providing rcc m 200 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i. , (a)foundation for steel structure staging , footing , vertical pedestal , tie beam , (b)foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , 10 mm dia , 12 mm dia , carriage of construction materials to work site including loading, unloading & stacking etc. all complete. , cement10km lead , steel10km lead , stone chips 11km lead , sand36km lead , bricks 06km lead , construction ofgalvanized tubular steel structure staging for (4.5m) hdpe water storage tank& solar panel. , 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. , 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. , materials and labour for vinyl painting of matter given by department in different color , installation of 2000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00 litres capacity water storage tank , transportation charge , lifting of 2000 litrs capacity tank up to 4.5m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 10 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil (vide classification soil item b) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e/i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e/i. for construction of road cutting portion. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket (coupler), , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution main , providing and supplying high density polyethylene 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality(screwed end). , 65 mm dia , 50 mm dia . , providing and supplying high density polyethylene(hdpe )fittings 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e./m. d.p. e. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , for distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , 15 mm dia gi pipe , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e/i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e/i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s.(non modular) bricks of class designation 7.5. , full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. (1:2:4) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e/i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e/i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , annual operation & maintenance cost based on existing d/t well with solarmotor pump for 5 years , o & m cost for 1st year , o & m cost for 2nd year , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 1b with source (drilled t/w 125/115dia mm, 60m deep) , tube well , drilling portion , construction for 115/125 mm dia drilled tube well for drilling in all kinds of soil rock for installation of hand pump with d.t.h 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 etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of engineer in charge. , (a) up to 30mtr. depth bellow g.l. in rural areas , (b) beyond 30mtr.in rural areas , providing all equipments and labour for lowering 125mm dia blue upvc casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site. , supplying labour cement and calcium chloride or bentonite solution and equipments for grouting to casing pipe all complete job including carriage of material to work site as per specification & direction of e/i , 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 direction e/i. , supplying all materials labours and equipment including 125 mm dia gi/ci cap 125 mm dia t/w properly all complete and taking it out as per specification & direction of e/i. (the cap will be property of department) , civil portion , supplying all tools, equipment, labours and lowering 32 mm dia g.i. (medium)pipe in dt in 3 mtr. length all complete job as per direction of e/i. including carriage of materials. , supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of e/i. , supplying all materials, labours for fitting and fixing of india mark ii hand pump with all accessories all job complete as per direction of e/i. including carriage of materials. , supplying all materials, labours and equipment for constructing pcc (1:2:4) circular platform around each 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. , supplying all materials labour and equipment for constructing pcc (1:2:4) drain as per unicef design etc. all complete .including carriage of materials. , add extra item for supplying tools, labours and materials for painting, numbering and year for construction of t/well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of t/w such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of e/i. , cost of materials , cost of standard i.s.i. mark deep well hand pump for india mark ii, i.s.i. 15500 (part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. connecting rods made of bright bar electro galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe. , cost of 32 mm dia gi pipe (medium) 3 mtrs long screwed at both ends with seamless socket as per is:1239(part 1990). , cost of 125 mm dia blue upvc casing pipe as per i.s.12818/2016 cml no. 5543459 , rcc foundation for steel structurestaging& solar panel , earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,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(vide classification of soil item b) , 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 , back filling , providing nominal mix pcc of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i , providing rcc m 20 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of f.m.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of e/i. , (a)foundation for steel structure staging , footing and vertical pedestal raft , column , tie beam , (b)foundation for solar panel , footing , vertical pedestal , providing for steel reinforcement as per approved design and drawing excluding carriage of t.s. bar to work site cutting, bending 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. , (a) foundation for steel structure staging , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , galvanized tubular steel structure staging forhdpe water storage tank& solar panel , 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. , hardware (l.s.) , information board for iec , 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 , installation of 5000 liters capacity water storage tank , providing and fixing hdpe container syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres capacity water storage tank , transportation charge , lifting of 5000 litrs capacity tank up to 4.00m height with lifting tools with rope and labour , making hole in tank , making long screw in g.i. pipe including supplying and fitting jam nuts and extra socket etc. , rising and distribution network with house connection up to 20 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil (vide classification soil item b) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e/i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete , providing pccm 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e/i. for construction of road cutting portion , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket (coupler), , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality(screwed end). , 65 mm dia , 50mm dia , providing and supplying high density polyethylene(hdpe )fittings 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. , lowering, laying and jointing h. d. p. e./m. d.p. e. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 50 mm hdpe pipe , 65 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 (part 1/2004) isi mark /medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e/i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e/i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , 15 dia and weight not less than 400 gm , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.with common burnt clay f.p.s.(non modular) bricks of class designation 7.5. full way valve chamber , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. (1:2:4) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e/i. , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e/i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , solar photovoltaic (spv) solar submersible d.c. water motor pump , 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 iec 61730 part 1.0) , ii) 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. , iii) 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. , iv) the module mounting structure should be hot dip galvanized according to is 4759. , v) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. (as per mnre specification) , vii) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii) 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. , ix) 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) , xii) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii) the system should be as per mnre guide line & eco friendly with suitable arrangement to operate new pump manually. , xiv) with third party inspection before dispatch. , xv) 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) , carrying out recuperation/yield test for ascertaining the discharge of constructed well/ excavated profile as directed by the iec. the testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of w.s. scheme shall be recorded prior to the test including cost of all materials, over load , labours etc. complete as directed. , supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old g.i. pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the t/w in good condition with all transportation including unused taken out materials back in store all complete job as per direction of e/i. (as per model estimate of solar energy based mini wss. ts done by se, ranchi circle & circle gumla dt. 21.05.2019) , provision of solar night lamp. , galvanised chain line mess fencing around solar panel where bore well is away from tower , making 30 cm (12) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item a) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of e/i. , providing pcc m 150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm 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, curing, taxes and royalty all complete as per building specification direction of e/i. , labour cost of fitting and fixing galvanised chain link mess up height of 2 m including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of e/i. , drilling 6mm dia holes in m.s angle iron for fixing of stables etc. as per building specification and direction of e/i. , labour cost cutting of m.s angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of e/i. , supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of e/i. , supplying, fitting and fixing galvanised chain link mess having 3mm thick wire cell type 40 x 40 mm fitted on m.s. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/sqm , cost of 50 x 50 x 6 mm m.s angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , annual operation & maintenance cost based on existing d/t well with solarmotor pump for 5 years , o & m cost for 1st year (excluding repair charges) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , model 02 (8000 litre 8 meter staging) , construction of 125 mm x 115 mm x 90.0 m deep drilled tube well , supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using d.t.h. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete , (a) 0.00m up to 30.00m depth below g.l. in rural areas , (b) 30.000m up to 120.00m depth beyond . in rural areas , basic rate of 125mmdia blue upvc casingpipe confirming to i.s.i . latest revision is(12818)/2016 , supplying all materials, labour and inserting upvc bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per is 12818 1392 with latest revision all complete job with taxesas per specification and direction of e/i. , supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting casing pipe , 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 direction e/i. , supplying laboursand equipment’s including 125 mm dia g.i. cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of e/i. , supplyingmaterials and labours for constructing bore well chamber of 75 b designation brick masonry chamber 600 mm x 450 mm and 750 mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600 mm x 475 mm rcc cover with earth work in excavation and 75 mm thick pcc (1:3:6) in foundation and refilling all complete as per specification and direction of e/i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0) , ii) 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. , iii) 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. , iv) the module mounting structure should be hot dip galvanized according to is 4759. , v) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. (as per mnre specification) , vii) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii) 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. , ix) 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) , xii) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv) with third party inspection before dispatch. , xv) 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. (as per latest guide line of mnre) , provision of solar night lamp. , 8000 litre capacityr.c.c. water tank (2.1 x 2.1 x 2.1 m internal size) with 8 m staging having utility room at ground level , 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,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e/i. , providing p.c.c.m 150 in nominal mix of (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 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of e/i. , 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 stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted.) , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) , g.l to above roof of utility room , column utility room, roof beam to tank beam m 25 , column tank beam to tank roof m 25 , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) (excluding m.s, or tor reinforcement) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof m 30 , tank roof top m 25 , 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 including cost of materials,labours,royalityand taxes all complete as per building specification and direction of e/i.(mode of measurement compacted volume). , providing designation 100 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. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e/i.(mode of measurement compacted volume). , providing designation 75 a brick work in c.m(1:6) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building 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 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of e/i. , providing r.c.c.m 200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of f.m 2.5 to 3 including screening, centering, 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 specification and direction of e/i. , providing av.63 mm thick r.c.c m 200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of f.m 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of e/i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including 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. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e/i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab/beam at the time ofcasting all complete as per building specification and direction of e/i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c/c(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e/i. , providing 12 mm cement plaster (1:4) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 12 mm cement plaster (1:6) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 12 mm cement plaster (1:3) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of e/i. , providing 19 mm water proof cement plaster (1:3) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e/i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of e/i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e/i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e/i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c/c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of 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 of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , distribution network & house connection20 40 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil (vide classification soil item b) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e/i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e/i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket (coupler), , 65mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality(screwed end). , 65 mm dia. , 50 mm dia. , providing and supplying high density polyethylene(hdpe )fittings 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e./m. d.p. e. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 65 mm hdpe pipe , 50 mm hdpe pipe , distribution , 65 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 (part 1/2004) isi mark /medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e/i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e/i. , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s.(non modular) bricks of class designation 7.5. full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. (1:2:4) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e/i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e/i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , annual operation & maintenance cost based on existing d/t well with solarmotor pump for 5 years , o & m cost for 1st year (excluding repair charges) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc (01 sim each year) , model 03 (12000 litre 10 m staging) , construction of 125 mm x 115 mm x 90.0 m deep drilled tube well (2 nos of dt) , supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using d.t.h. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete , (a) 0.00m up to 30.00m depth below g.l. in rural areas , (b) 30.000m up to 120.00m depth beyond . in rural areas , basic rate of 125mmdia blue upvc casingpipe confirming to i.s.i . latest revision is(12818)/2016 , supplying all materials, labour and inserting upvc bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per is 12818 1392 with latest revisionall complete job with taxesas per specification and direction of e/i. , supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting casing pipe , 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 direction e/i. , supplying laboursand equipment’s including 125mm dia g.i. cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of e/i. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc(1:3:6) in foundation and refilling all complete as per specification and direction of e/i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0) , ii) 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. , iii) 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. , iv) the module mounting structure should be hot dip galvanized according to is 4759. , v) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. (as per mnre specification) , vii) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii) 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. , ix) 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) , xii) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv) with third party inspection before dispatch. , xv) 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 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. (as per latest guide line of mnre) , provision of solar night lamp. , 12000 litre capacityr.c.c. water tank (2.7 x 2.7 x 2m internal size) with 10 m staging having utility room at ground level , 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,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e/i. , providing p.c.c.m 150 in nominal mix of (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 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of e/i. , 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 stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted.) , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) , column from g.l to roof beam of utility room , column from roof beam to tank beam of utility room , column from tank beam to tank roof of utility room , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) (excluding m.s, or tor reinforcement) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof , tank roof top , 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 including cost of materials,labours,royalityand taxes all complete as per building specification and direction of e/i.(mode of measurement compacted volume). , providing designation 100 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. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e/i.(mode of measurement compacted volume). , providing designation 75 a brick work in c.m(1:6) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building 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 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of e/i. , providing r.c.c.m 200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of f.m 2.5 to 3 including screening, centering, 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 specification and direction of e/i. , providing av.63 mm thick r.c.c m 200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of f.m 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of e/i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including 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. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e/i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab/beam at the time ofcasting all complete as per building specification and direction of e/i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c/c(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e/i. , providing 12 mm cement plaster (1:4) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 12 mm cement plaster (1:6) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 12 mm cement plaster (1:3) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of e/i. , providing 19 mm water proof cement plaster (1:3) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e/i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of e/i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e/i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e/i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c/c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of 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 of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , distribution network & house connection 40 60 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil (vide classification soil item b) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e/i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e/i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket (coupler), , 65 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 50 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality(screwed end). , 65 mm dia. , 50 mm dia. , providing and supplying high density polyethylene(hdpe )fittings 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e./m. d.p. e. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 63 mm hdpe pipe , 50 mm hdpe pipe , distribution , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 (part 1/2004) isi mark /medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e/i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e/i. , 32 mm dia and weight not less than 700 gms , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s.(non modular) bricks of class designation 7.5.full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. (1:2:4) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e/i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e/i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , galvanised chain link mess fencing around solar panel where bore well is away from tower , making 30 cm( 12) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item a) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of e/i. , providing p.c.c.m 150 in nominal mix of (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 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of e/i. , labour cost offitting and fixing galvanised chain link mess up height of 2 mincluding cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of e/i. , drilling 6 mm dia holes in m.s angle iron for fixing of stables etc.as per building specification and direction of e/i. , labour for cutting of m.s angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of e/i. , supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of e/i. , supplying,fitting and fixing galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm fitted onm.s. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxesexcluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / sq m , cost of 50 x 50 x 6 mm m.s. angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , annual operation & maintenance cost based on existing d/t well with solarmotor pump for 5 years , o & m cost for 1st year (excluding repair charges) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc (01 sim each year) , model 04 (16000 litre 12 m staging) , construction of 200 mm x 165 mm x 120.00 m deep high yield drilled tube well , hydt : cost of drilling 200mmx165mmx125 mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore 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. , (a) 0.00m up to 50.00m depth below g.l. in rural areas , (b) above 50.00 m depth. in rural areas , 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. , supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia ms cap over casing pipe complete job. , supplyingmaterials and labours for constructing bore well chamber of 75b designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm rcc cover with earth work in excavation and 75mm thick pcc(1:3:6) in foundation and refilling all complete as per specification and direction of e/i. , 2 h.p. d.c. solarmotor pump complete set , 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 iec 61730 part 1.0) , ii) 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. , iii) 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. , iv) the module mounting structure should be hot dip galvanized according to is 4759. , v) to enhance the performance of spv water pumping system & arrangement for seasonal tilt angle adjustment should be provided , vi) necessary arrangement should be provided in controller automatic start run stop through out the day with water level detection system. (as per mnre specification) , vii) necessary protection such as lightening arrestor etc. should be provided to protect the controller & spv , viii) 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. , ix) 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) , xii) the spv controller must have ip 65 protection or must be housed in cabinet having at least ip 65 protection. , xiii) the system should be as per mnre guide line & ecofriendly with suitable arrangement to operate new pump manually. , xiv) with third party inspection before dispatch. , xv) 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. (as per latest guide line of mnre) , provision of solar night lamp. , 16000 litre capacityr.c.c. water tank (2.7 x 2.7 x 2m internal size) with 12 m staging havingutility room at ground level , 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,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e/i. , providing p.c.c.m 150 in nominal mix of (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 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of e/i. , 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 stanchions including normal dewatering, plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (by weigh batching and mix design for m 250only. use of l & t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted.) , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only.use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) , column from g.l to roof beam of utility room , column from roof beam to 2nd bracing beam of utility room , column from 2nd bracing beam to 3rd bracing beam , column from 3rd bracing beam to tank base , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) , bracing , beam of tank floor , providing and casting in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for rcc work as per detailed drawings and designs or as directed by engineer in charge including normal dewatering, centering, plywood formwork, bully/steel prop ups, compaction, finishing the formed surfaces with cm 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (by weigh batching and mix design for m 250 and m 300 only. use of l&t, a.c. c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted) (excluding m.s, or tor reinforcement) for rcc m 300 grade slabs / landings / vertical walls section g plain and reinforced cement concrete , tank floor roof , tank roof top , 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 including cost of materials,labours,royalityand taxes all complete as per building specification and direction of e/i.(mode of measurement compacted volume). , providing designation 100 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. , filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50m and lift of 1.5m all complete as per building specifications and direction of e/i.(mode of measurement compacted volume). , providing designation 75 a brick work in c.m(1:6) in foundation and plinth with approved quality of clean coarse sand of f.m.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building 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 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of e/i. , providing r.c.c.m 200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of f.m 2.5 to 3 including screening, centering, 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 specification and direction of e/i. , providing av.63 mm thick r.c.c m 200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of f.m 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of f.m 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of e/i. , providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including 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. , supplying, fitting and fixing m.s grill made of 20*6 mmm.s flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of e/i. , providing and fixing fan hooks of 16 mm dia m.s.bar & 1 meter long bent to required size and shape, placed in position and fixed in the r.c.c. slab/beam at the time ofcasting all complete as per building specification and direction of e/i. , supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c/c(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e/i. , providing 12 mm cement plaster (1:4) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 12 mm cement plaster (1:6) with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of f.m 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 12 mm cement plaster (1:3) with clean coarse sand of f.m 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of e/i. , providing 19 mm water proof cement plaster (1:3) with clean coarse sand of f.m 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of e/i. , providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of e/i. , providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of e/i. , extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of e/i. , providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of e/i. , providing and fixing g.i. pipe railing having 1.0 m height consisting 50 x 50 x 6 mm thick m. s. angles as verticals at 1.5 m c/c, and additional posts at every corner with 3 rows of 25 mm dia g.i. pipes of 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 of all labour, transporting bends to curved shape, etc. complete. , providing and fixing in position m.s. ladder 0.50 m wide consisting of 75 x 10 mm m.s. flats as stringers and 16 mm dia m.s. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti corrosive paint, etc. complete as directed by engineer in charge. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , distribution network & house connection60 80 nos. including platform & stand post , earth work in excavation in foundation trenches in hard soil (vide classification soil item b) and disposal of excavated earth as obtained to a distance up to 50 mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of e/i. , dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete. , providing pccm 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of fm 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of e/i. , rising main , manufacture, supply and delivery offollowing nominal dia upvc column pipes including pvc socket (coupler), , 65 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:74.5 to 75.2mm wall thickness end:9mm to 10.7mm, barrel 9mm to 10.7 mm, length: 3mtrs.rising main , 80 mm dia density of pipe 1.38 to 1.43 gm per cm3 od:87.5 to 88.2mm wall thickness end:9 .8 mm to 11.9mm, barrel 7.3mm to 9 mm, length: 3mtrs. delivery pipe , distribution , providing and supplying high density polyethylene 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing and fixing gun metal gate valvewith c i wheel of approved quality(screwed end). , 80 mm dia. , 65 mm dia. , providing and supplying high density polyethylene(hdpe )fittings 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 conforming to isi 4984/14151/12786/13488,iso 4427 , din 8074materials rates are ex factory excluding transportation, taxes and duties. pe 80 , pn 10 , lowering, laying and jointing h. d. p. e./m. d.p. e. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant is code complete with all materials for jointing procedure like electro fusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is 7634 part ii. , for rising , 80 mm hdpe pipe , 63 mm hdpe pipe , distribution , 63 mm hdpe pipe , 50 mm hdpe pipe , 32 mm hdpe pipe , 20 mm hdpe pipe , providing 15 mm dia. g.i. pipe tata or equivalent make as per is 1239 (part 1/2004) isi mark /medium quality in stand post. , supplying all materials , labour and tools for fixing 15 mm dia g.i. pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting 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 engineer in charge. , supplying and fixing g.i. fittings of approved make all complete as per specification and direction of e/i. , elbow 15 mm dia. , reducer socket 20x15 mm dia. , nipple 15 mm dia. , plain socket 15 mm dia. , supplying and fixing 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. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram. , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , 15 dia and weight not less than 400 gm , providing and fixing gun metal full way valve of approved quality, all complete, as per specification and direction of e/i. , 32 mm dia and weight not less than 700 gms , 65 mm dia full way valve , 50 mm dia and weight not less than 1.5 kg , constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with c. i. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design. with common burnt clay f.p.s.(non modular) bricks of class designation 7.5.full way valve chamber , providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm r.c.c cover including cement plaster of exposed surface, etc all complete job , supplying materials , labours and equipments for construction of 0.90m x 0.90 m size p.c.c. (1:2:4) rectangular platform with stand post in house including 12 mm thick cement plaster in c.m. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of e/i. , earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of engineer in charge. , providing fitting & fixing 32 mm to 50 mm service hdpe saddleall complete job, as per approved design, specification and direction of e/i. , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , bricks lead 06 km (avg.) , galvanised chain link mess fencing around solar panel where bore well is away from tower , making 30 cm( 12) dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item a) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of e/i. , providing p.c.c.m 150 in nominal mix of (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 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of e/i. , labour cost offitting and fixing galvanised chain link mess up height of 2 mincluding cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of e/i. , drilling 6 mm dia holes in m.s angle iron for fixing of stables etc.as per building specification and direction of e/i. , labour for cutting of m.s angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of e/i. , supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of e/i. , supplying,fitting and fixing galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm fitted onm.s. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxesexcluding the cost of galvanised chain link mess all complete. , cost of galvanised chain link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / sq m , cost of 50 x 50 x 6 mm m.s. angle , carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of e/i. , cement lead 10 km (avg.) , sand lead 36 km (avg.) , stone chips lead 11 km (avg.) , steel reinforcement lead 10 km (avg.) , annual operation & maintenance cost based on existing d/t well with solarmotor pump for 5 years , o & m cost for 1st year (excluding repair charges) , o & m cost for 2nd year with annual repair charges , o & m cost for 3rd year , o & m cost for 4th year , o & m cost for 5th year , provision of one no sim card & its recharging cost for rmc , 18% gst , labour cess...
36033680 construction for drinking water facility in school through hydt with motor submersible pump set. under drinking water sanitation division no 2 giridih on turn key basis block dhanwar group no gir school 3 , costofdrilling200 mm x 165 mm x 150mtr m deep bore well in all kinds of soil and rock in rural areas for installation of pump set with hydraulic dth rig machine, all complete including supplying all material tools drilling rig and air compressor and equipments as well as fuel lubricants and cost of transportation of rig machine and other vehicles up to site including cost of flushing charges, geological investigation etc. all complete as per direction of e/i. 0.00 to 50.00 m , depth 51.00m 150.00m , supplying all tools, tackles & lowering of 200mm dia ms casing pipe including cost of pipe etc. including all taxes, vat, excise duty, freight charges with inspection charges etc. as aplicable,all complete including carriage to work site. , supplying all materials labours, tools & equipments for fitting & fixing 200mm dia m.s. cap over casing pipe etc. , civil portion supplying all tools, equipments and labours and lowering 32mm dia g.i. suspension pipes in 3 mtrs. length in the drilling bore of the tube well etc. all complete job as per direction of e/i. , providing lobours and equipments forfitting and fixing the deep well cylinderassembly with necessary connecting rods including jointing materials nitrile rubber bucket all tools and plants etc required for the job for low water level all comepete job as per specification and direction of e/i. , providing all labours & equipments for fitting fixing of deep well hand pump india mark ii including supplying all tools and plant required for the all job complete as per specification and direction of e/i. , supplying all materials including cement of approved quality, labours tools for constricting 1.85 m dia. circular p.c.c. (1:2:4) platformincluding 12 mm thick cementplaster the exposed surface (1:4) with neat cement punningincluding providing necessary shuttering curing and carriage of materials to different tube well sites etc as per unicef design and direction of e/i. , supplying all materials labours and equpments for constructing pcc(1:2:4)drain as per unicef design etc all complete , cost of materials supplying extra deep well hand pump complete sets with cylinder assembly& connecting rod (12 pcs) as per is : 15500 part 2/ 2004(basic rate) . , cost of 32mm dia g.i. pipe 3 m. long screwed at both ends with seamless socket as per is: 1239including all taxes royalty and contractor profit etc , reducer cap for instatlation of hand pump , supplying all materials tools & labours for fitting & fixing control pannel board, 1no. star dealta air beak selector fully automatic with build in single phase prevendor1 no. 3 phase m.c.c. b suitable with suitable size of copper wire and connectors etc. , supplying & commissiong of 5 k.v.a staiblizer (range 90 v 300v) three phase with cable, chnge over switch for submersible pump etc. all comp. as per specification and direction of e/i. , e/w in exavation (as per i.s 3114/1965) for laying of 32mm dia g.i pipes so as 1.0 m av. cover the socket of pipe ………….. do ……. etc all comp. as per s/d of e/i. , e/w in back filling in trenches after laying different type & size of pipe with eath remove during excavation within initial lead & lift as per dirction of e/i. , supplying all tools, labour, euipment for supplying fitting & fixingsubmersible pump set 1.50 h.p single phase with statrer and pannel board according to i.s.i mark etc all comp. job. 150mm dia bonze impellar , providing fitting & fixing 3 core 2.5 sqm flate copper cable for submersible motor pump. , providing & fixing 20mm nylon rope for hoisting thesubmersible motor pump in bore well. , supplying upvc pipe approved i.s.i make etc as per s/d of e/i. (for column pipe) (a)32mm dia column pipe 65m , supplying all materials ,labours and laying g.i. medium pipesofapproved make in trenches with red lead and yarn with g.i. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of engineer in charge a) 32mm dia , b) 25mm dia , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of engineer in charge.(i)32 mm gi elbow , (ii)32mmreducing socket , (iii)32mm union socket , (v)32mmtee , (ii)25mmreducing socket , (v)25mmtee , (vii)25 mm jam nut , 15mm nipple , 15mm socket , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , providing & fixing gm non return valve of approved quality as per specification & direction of e/i. 32 mm dia , providing and fixing gun metal full way valves of approved make all complete as per specification and direction of engineer in charge 32 mm dia g.m. full way valve weight not less than 1.5 kg , providing polyvinyle water storage tank(1000 x 2 no= 2000) of i.s.i mark (himgiri/gangotri) etc with cover and locking arrangement system etc. all comp. job. , making holes in walls for laying g.i pipes and restoring the same after pipe laying as per specification and direction of e./i 125mm thick , providing fitting & fixing 2 core 2.5 sqm copper cable forelectric connection. , supplying all materials tools labours and laying ofgi pipe tata or equivalent 32 mm dia (in trench ) , 15 mm dia (on wall) , supplyingfitting & fixing.gifittings fullway valve 32mm , union socket 32mm , gi elbow 32mm , gi elbow 15mm , gi tee 32mm , gi tee 15mm , r/socket 32mm , socket 32mm , socket 15mm , nipple 15mm , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing r.c.c.m 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/l. , providing r.c.c.m 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , providing r.c.c.m 200 with nominal mix (1:1:5:3) in roof slab with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of e/l , providing 12mm cement plaster (1:3) with clean coarse sand of f.m. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of e/l. , providing and laying 6mm. thick rough grit cheqer tiles in exterior walls of approved texture and colour with 4mm down marble chips of approved shade, size and quality with 100% ordinary cement over 12mm. thick cement plaster (1:3) base, cost of panels and finished with grit wash and rubbed to give granolithic finish including cost of curing, scaffolding, finishing, royalty and taxes all complete as per specification and direction of e/l. , providing and laying 25mm thick granite tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of e/i. , providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of e/l. , carriage of materials sand lead from 20 km , cement lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing pcc m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm 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 complete as per building specification and direction of e/i. , providing 250mm thick brick jail work in c.m. (1:8) in foundation with designation 75a bricks and approved quality of clean coarse sand finished with deep ruled pointing in c.m. (1:3) all complete jobs as per building specification and direction of e/i. , providing designation 75a brick work in cement mortar (1:6) in foundation and lintin with approvedquality of clean coarse sand f.m. 2 to 2.5including providing 10mm thick mortar joints, cost of screening materials, racking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing following materials as filter media in the pit of approved quality and size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty. a) stone materials (confirming to m.o.s.t. table no. 400 7) grade ii (63 45mm) , b) stone materials (confirming to m.o.s.t. table no. 400 7 grade iv , c) stone materials (confirming to m.o.s.t. table no. 400 7) doarse sand (f.m greater than 2) , providing precast r.c.c. m 150 with nominal mix of (1:2:4) in different place with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of fm 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position vibration, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of e/i. , providing for reinforcement as per approved design and drawing including carriage of tor rodto work site including cutting, bending and binding with anncaled wire with cost of wire removal of rust placing the rodsin position all complete as per specification and direction of e/i. , providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as per direction of e/i. , supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c (1:3:6) over a brick flat soling, apron laying, brick work in c.m (1:6), 12mm c.p (1:3) with punning on exposed surface all complete as per specification and direction of e/i. , supplying materials, labours and equipments for construction of 1.20m x0.90m size p.c.c (1:2:4) rectangular platform around stand post including 12mm thick cement plaster in c.m (1:4) with neat cement punning over exposed surface all complete job as per approved design, specification and direction of e/i. , carriage of materials sand lead from 20 km , cement lead from 20 km , brick lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , 18% gst , labour cess...
36033679 construction for drinking water facility in school through hydt with motor submersible pump set. under drinking water sanitation division no 2 giridih on turn key basis block gawan group no gir school 4 , costofdrilling200 mm x 165 mm x 150mtr m deep bore well in all kinds of soil and rock in rural areas for installation of pump set with hydraulic dth rig machine, all complete including supplying all material tools drilling rig and air compressor and equipments as well as fuel lubricants and cost of transportation of rig machine and other vehicles up to site including cost of flushing charges, geological investigation etc. all complete as per direction of e/i. 0.00 to 50.00 m , depth 51.00m 150.00m , supplying all tools, tackles & lowering of 200mm dia ms casing pipe including cost of pipe etc. including all taxes, vat, excise duty, freight charges with inspection charges etc. as aplicable,all complete including carriage to work site. , supplying all materials labours, tools & equipments for fitting & fixing 200mm dia m.s. cap over casing pipe etc. , civil portion supplying all tools, equipments and labours and lowering 32mm dia g.i. suspension pipes in 3 mtrs. length in the drilling bore of the tube well etc. all complete job as per direction of e/i. , providing lobours and equipments forfitting and fixing the deep well cylinderassembly with necessary connecting rods including jointing materials nitrile rubber bucket all tools and plants etc required for the job for low water level all comepete job as per specification and direction of e/i. , providing all labours & equipments for fitting fixing of deep well hand pump india mark ii including supplying all tools and plant required for the all job complete as per specification and direction of e/i. , supplying all materials including cement of approved quality, labours tools for constricting 1.85 m dia. circular p.c.c. (1:2:4) platformincluding 12 mm thick cementplaster the exposed surface (1:4) with neat cement punningincluding providing necessary shuttering curing and carriage of materials to different tube well sites etc as per unicef design and direction of e/i. , supplying all materials labours and equpments for constructing pcc(1:2:4)drain as per unicef design etc all complete , cost of materials supplying extra deep well hand pump complete sets with cylinder assembly& connecting rod (12 pcs) as per is : 15500 part 2/ 2004(basic rate) . , cost of 32mm dia g.i. pipe 3 m. long screwed at both ends with seamless socket as per is: 1239including all taxes royalty and contractor profit etc , reducer cap for instatlation of hand pump , supplying all materials tools & labours for fitting & fixing control pannel board, 1no. star dealta air beak selector fully automatic with build in single phase prevendor1 no. 3 phase m.c.c. b suitable with suitable size of copper wire and connectors etc. , supplying & commissiong of 5 k.v.a staiblizer (range 90 v 300v) three phase with cable, chnge over switch for submersible pump etc. all comp. as per specification and direction of e/i. , e/w in exavation (as per i.s 3114/1965) for laying of 32mm dia g.i pipes so as 1.0 m av. cover the socket of pipe ………….. do ……. etc all comp. as per s/d of e/i. , e/w in back filling in trenches after laying different type & size of pipe with eath remove during excavation within initial lead & lift as per dirction of e/i. , supplying all tools, labour, euipment for supplying fitting & fixingsubmersible pump set 1.50 h.p single phase with statrer and pannel board according to i.s.i mark etc all comp. job. 150mm dia bonze impellar , providing fitting & fixing 3 core 2.5 sqm flate copper cable for submersible motor pump. , providing & fixing 20mm nylon rope for hoisting thesubmersible motor pump in bore well. , supplying upvc pipe approved i.s.i make etc as per s/d of e/i. (for column pipe) (a)32mm dia column pipe 65m , supplying all materials ,labours and laying g.i. medium pipesofapproved make in trenches with red lead and yarn with g.i. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of engineer in charge a) 32mm dia , b) 25mm dia , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of engineer in charge.(i)32 mm gi elbow , (ii)32mmreducing socket , (iii)32mm union socket , (v)32mmtee , (ii)25mmreducing socket , (v)25mmtee , (vii)25 mm jam nut , 15mm nipple , 15mm socket , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , providing & fixing gm non return valve of approved quality as per specification & direction of e/i. 32 mm dia , providing and fixing gun metal full way valves of approved make all complete as per specification and direction of engineer in charge 32 mm dia g.m. full way valve weight not less than 1.5 kg , providing polyvinyle water storage tank(1000 x 2 no= 2000) of i.s.i mark (himgiri/gangotri) etc with cover and locking arrangement system etc. all comp. job. , making holes in walls for laying g.i pipes and restoring the same after pipe laying as per specification and direction of e./i 125mm thick , providing fitting & fixing 2 core 2.5 sqm copper cable forelectric connection. , supplying all materials tools labours and laying ofgi pipe tata or equivalent 32 mm dia (in trench ) , 15 mm dia (on wall) , supplyingfitting & fixing.gifittings fullway valve 32mm , union socket 32mm , gi elbow 32mm , gi elbow 15mm , gi tee 32mm , gi tee 15mm , r/socket 32mm , socket 32mm , socket 15mm , nipple 15mm , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing r.c.c.m 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/l. , providing r.c.c.m 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , providing r.c.c.m 200 with nominal mix (1:1:5:3) in roof slab with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of e/l , providing 12mm cement plaster (1:3) with clean coarse sand of f.m. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of e/l. , providing and laying 6mm. thick rough grit cheqer tiles in exterior walls of approved texture and colour with 4mm down marble chips of approved shade, size and quality with 100% ordinary cement over 12mm. thick cement plaster (1:3) base, cost of panels and finished with grit wash and rubbed to give granolithic finish including cost of curing, scaffolding, finishing, royalty and taxes all complete as per specification and direction of e/l. , providing and laying 25mm thick granite tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of e/i. , providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of e/l. , carriage of materials sand lead from 20 km , cement lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing pcc m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm 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 complete as per building specification and direction of e/i. , providing 250mm thick brick jail work in c.m. (1:8) in foundation with designation 75a bricks and approved quality of clean coarse sand finished with deep ruled pointing in c.m. (1:3) all complete jobs as per building specification and direction of e/i. , providing designation 75a brick work in cement mortar (1:6) in foundation and lintin with approvedquality of clean coarse sand f.m. 2 to 2.5including providing 10mm thick mortar joints, cost of screening materials, racking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing following materials as filter media in the pit of approved quality and size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty. a) stone materials (confirming to m.o.s.t. table no. 400 7) grade ii (63 45mm) , b) stone materials (confirming to m.o.s.t. table no. 400 7 grade iv , c) stone materials (confirming to m.o.s.t. table no. 400 7) doarse sand (f.m greater than 2) , providing precast r.c.c. m 150 with nominal mix of (1:2:4) in different place with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of fm 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position vibration, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of e/i. , providing for reinforcement as per approved design and drawing including carriage of tor rodto work site including cutting, bending and binding with anncaled wire with cost of wire removal of rust placing the rodsin position all complete as per specification and direction of e/i. , providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as per direction of e/i. , supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c (1:3:6) over a brick flat soling, apron laying, brick work in c.m (1:6), 12mm c.p (1:3) with punning on exposed surface all complete as per specification and direction of e/i. , supplying materials, labours and equipments for construction of 1.20m x0.90m size p.c.c (1:2:4) rectangular platform around stand post including 12mm thick cement plaster in c.m (1:4) with neat cement punning over exposed surface all complete job as per approved design, specification and direction of e/i. , carriage of materials sand lead from 20 km , cement lead from 20 km , brick lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , 18% gst , labour cess...
36033678 construction for drinking water facility in school through hydt with motor submersible pump set. under drinking water sanitation division no 2 giridih on turn key basis block pirtand group no gir school 5 , costofdrilling200 mm x 165 mm x 150mtr m deep bore well in all kinds of soil and rock in rural areas for installation of pump set with hydraulic dth rig machine, all complete including supplying all material tools drilling rig and air compressor and equipments as well as fuel lubricants and cost of transportation of rig machine and other vehicles up to site including cost of flushing charges, geological investigation etc. all complete as per direction of e/i. 0.00 to 50.00 m , depth 51.00m 150.00m , supplying all tools, tackles & lowering of 200mm dia ms casing pipe including cost of pipe etc. including all taxes, vat, excise duty, freight charges with inspection charges etc. as aplicable,all complete including carriage to work site. , supplying all materials labours, tools & equipments for fitting & fixing 200mm dia m.s. cap over casing pipe etc. , civil portion supplying all tools, equipments and labours and lowering 32mm dia g.i. suspension pipes in 3 mtrs. length in the drilling bore of the tube well etc. all complete job as per direction of e/i. , providing lobours and equipments forfitting and fixing the deep well cylinderassembly with necessary connecting rods including jointing materials nitrile rubber bucket all tools and plants etc required for the job for low water level all comepete job as per specification and direction of e/i. , providing all labours & equipments for fitting fixing of deep well hand pump india mark ii including supplying all tools and plant required for the all job complete as per specification and direction of e/i. , supplying all materials including cement of approved quality, labours tools for constricting 1.85 m dia. circular p.c.c. (1:2:4) platformincluding 12 mm thick cementplaster the exposed surface (1:4) with neat cement punningincluding providing necessary shuttering curing and carriage of materials to different tube well sites etc as per unicef design and direction of e/i. , supplying all materials labours and equpments for constructing pcc(1:2:4)drain as per unicef design etc all complete , cost of materials supplying extra deep well hand pump complete sets with cylinder assembly& connecting rod (12 pcs) as per is : 15500 part 2/ 2004(basic rate) . , cost of 32mm dia g.i. pipe 3 m. long screwed at both ends with seamless socket as per is: 1239including all taxes royalty and contractor profit etc , reducer cap for instatlation of hand pump , supplying all materials tools & labours for fitting & fixing control pannel board, 1no. star dealta air beak selector fully automatic with build in single phase prevendor1 no. 3 phase m.c.c. b suitable with suitable size of copper wire and connectors etc. , supplying & commissiong of 5 k.v.a staiblizer (range 90 v 300v) three phase with cable, chnge over switch for submersible pump etc. all comp. as per specification and direction of e/i. , e/w in exavation (as per i.s 3114/1965) for laying of 32mm dia g.i pipes so as 1.0 m av. cover the socket of pipe ………….. do ……. etc all comp. as per s/d of e/i. , e/w in back filling in trenches after laying different type & size of pipe with eath remove during excavation within initial lead & lift as per dirction of e/i. , supplying all tools, labour, euipment for supplying fitting & fixingsubmersible pump set 1.50 h.p single phase with statrer and pannel board according to i.s.i mark etc all comp. job. 150mm dia bonze impellar , providing fitting & fixing 3 core 2.5 sqm flate copper cable for submersible motor pump. , providing & fixing 20mm nylon rope for hoisting thesubmersible motor pump in bore well. , supplying upvc pipe approved i.s.i make etc as per s/d of e/i. (for column pipe) (a)32mm dia column pipe 65m , supplying all materials ,labours and laying g.i. medium pipesofapproved make in trenches with red lead and yarn with g.i. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of engineer in charge a) 32mm dia , b) 25mm dia , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of engineer in charge.(i)32 mm gi elbow , (ii)32mmreducing socket , (iii)32mm union socket , (v)32mmtee , (ii)25mmreducing socket , (v)25mmtee , (vii)25 mm jam nut , 15mm nipple , 15mm socket , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , providing & fixing gm non return valve of approved quality as per specification & direction of e/i. 32 mm dia , providing and fixing gun metal full way valves of approved make all complete as per specification and direction of engineer in charge 32 mm dia g.m. full way valve weight not less than 1.5 kg , providing polyvinyle water storage tank(1000 x 2 no= 2000) of i.s.i mark (himgiri/gangotri) etc with cover and locking arrangement system etc. all comp. job. , making holes in walls for laying g.i pipes and restoring the same after pipe laying as per specification and direction of e./i 125mm thick , providing fitting & fixing 2 core 2.5 sqm copper cable forelectric connection. , supplying all materials tools labours and laying ofgi pipe tata or equivalent 32 mm dia (in trench ) , 15 mm dia (on wall) , supplyingfitting & fixing.gifittings fullway valve 32mm , union socket 32mm , gi elbow 32mm , gi elbow 15mm , gi tee 32mm , gi tee 15mm , r/socket 32mm , socket 32mm , socket 15mm , nipple 15mm , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing r.c.c.m 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/l. , providing r.c.c.m 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , providing r.c.c.m 200 with nominal mix (1:1:5:3) in roof slab with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of e/l , providing 12mm cement plaster (1:3) with clean coarse sand of f.m. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of e/l. , providing and laying 6mm. thick rough grit cheqer tiles in exterior walls of approved texture and colour with 4mm down marble chips of approved shade, size and quality with 100% ordinary cement over 12mm. thick cement plaster (1:3) base, cost of panels and finished with grit wash and rubbed to give granolithic finish including cost of curing, scaffolding, finishing, royalty and taxes all complete as per specification and direction of e/l. , providing and laying 25mm thick granite tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of e/i. , providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of e/l. , carriage of materials sand lead from 20 km , cement lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing pcc m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm 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 complete as per building specification and direction of e/i. , providing 250mm thick brick jail work in c.m. (1:8) in foundation with designation 75a bricks and approved quality of clean coarse sand finished with deep ruled pointing in c.m. (1:3) all complete jobs as per building specification and direction of e/i. , providing designation 75a brick work in cement mortar (1:6) in foundation and lintin with approvedquality of clean coarse sand f.m. 2 to 2.5including providing 10mm thick mortar joints, cost of screening materials, racking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing following materials as filter media in the pit of approved quality and size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty. a) stone materials (confirming to m.o.s.t. table no. 400 7) grade ii (63 45mm) , b) stone materials (confirming to m.o.s.t. table no. 400 7 grade iv , c) stone materials (confirming to m.o.s.t. table no. 400 7) doarse sand (f.m greater than 2) , providing precast r.c.c. m 150 with nominal mix of (1:2:4) in different place with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of fm 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position vibration, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of e/i. , providing for reinforcement as per approved design and drawing including carriage of tor rodto work site including cutting, bending and binding with anncaled wire with cost of wire removal of rust placing the rodsin position all complete as per specification and direction of e/i. , providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as per direction of e/i. , supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c (1:3:6) over a brick flat soling, apron laying, brick work in c.m (1:6), 12mm c.p (1:3) with punning on exposed surface all complete as per specification and direction of e/i. , supplying materials, labours and equipments for construction of 1.20m x0.90m size p.c.c (1:2:4) rectangular platform around stand post including 12mm thick cement plaster in c.m (1:4) with neat cement punning over exposed surface all complete job as per approved design, specification and direction of e/i. , carriage of materials sand lead from 20 km , cement lead from 20 km , brick lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , 18% gst , labour cess...
36033677 construction for drinking water facility in school through hydt with motor submersible pump set. under drinking water sanitation division no 2 giridih on turn key basis block dumri group no gir school 6 , costofdrilling200 mm x 165 mm x 150mtr m deep bore well in all kinds of soil and rock in rural areas for installation of pump set with hydraulic dth rig machine, all complete including supplying all material tools drilling rig and air compressor and equipments as well as fuel lubricants and cost of transportation of rig machine and other vehicles up to site including cost of flushing charges, geological investigation etc. all complete as per direction of e/i. 0.00 to 50.00 m , depth 51.00m 150.00m , supplying all tools, tackles & lowering of 200mm dia ms casing pipe including cost of pipe etc. including all taxes, vat, excise duty, freight charges with inspection charges etc. as aplicable,all complete including carriage to work site. , supplying all materials labours, tools & equipments for fitting & fixing 200mm dia m.s. cap over casing pipe etc. , civil portion supplying all tools, equipments and labours and lowering 32mm dia g.i. suspension pipes in 3 mtrs. length in the drilling bore of the tube well etc. all complete job as per direction of e/i. , providing lobours and equipments forfitting and fixing the deep well cylinderassembly with necessary connecting rods including jointing materials nitrile rubber bucket all tools and plants etc required for the job for low water level all comepete job as per specification and direction of e/i. , providing all labours & equipments for fitting fixing of deep well hand pump india mark ii including supplying all tools and plant required for the all job complete as per specification and direction of e/i. , supplying all materials including cement of approved quality, labours tools for constricting 1.85 m dia. circular p.c.c. (1:2:4) platformincluding 12 mm thick cementplaster the exposed surface (1:4) with neat cement punningincluding providing necessary shuttering curing and carriage of materials to different tube well sites etc as per unicef design and direction of e/i. , supplying all materials labours and equpments for constructing pcc(1:2:4)drain as per unicef design etc all complete , cost of materials supplying extra deep well hand pump complete sets with cylinder assembly& connecting rod (12 pcs) as per is : 15500 part 2/ 2004(basic rate) . , cost of 32mm dia g.i. pipe 3 m. long screwed at both ends with seamless socket as per is: 1239including all taxes royalty and contractor profit etc , reducer cap for instatlation of hand pump , supplying all materials tools & labours for fitting & fixing control pannel board, 1no. star dealta air beak selector fully automatic with build in single phase prevendor1 no. 3 phase m.c.c. b suitable with suitable size of copper wire and connectors etc. , supplying & commissiong of 5 k.v.a staiblizer (range 90 v 300v) three phase with cable, chnge over switch for submersible pump etc. all comp. as per specification and direction of e/i. , e/w in exavation (as per i.s 3114/1965) for laying of 32mm dia g.i pipes so as 1.0 m av. cover the socket of pipe ………….. do ……. etc all comp. as per s/d of e/i. , e/w in back filling in trenches after laying different type & size of pipe with eath remove during excavation within initial lead & lift as per dirction of e/i. , supplying all tools, labour, euipment for supplying fitting & fixingsubmersible pump set 1.50 h.p single phase with statrer and pannel board according to i.s.i mark etc all comp. job. 150mm dia bonze impellar , providing fitting & fixing 3 core 2.5 sqm flate copper cable for submersible motor pump. , providing & fixing 20mm nylon rope for hoisting thesubmersible motor pump in bore well. , supplying upvc pipe approved i.s.i make etc as per s/d of e/i. (for column pipe) (a)32mm dia column pipe 65m , supplying all materials ,labours and laying g.i. medium pipesofapproved make in trenches with red lead and yarn with g.i. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of engineer in charge a) 32mm dia , b) 25mm dia , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of engineer in charge.(i)32 mm gi elbow , (ii)32mmreducing socket , (iii)32mm union socket , (v)32mmtee , (ii)25mmreducing socket , (v)25mmtee , (vii)25 mm jam nut , 15mm nipple , 15mm socket , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , providing & fixing gm non return valve of approved quality as per specification & direction of e/i. 32 mm dia , providing and fixing gun metal full way valves of approved make all complete as per specification and direction of engineer in charge 32 mm dia g.m. full way valve weight not less than 1.5 kg , providing polyvinyle water storage tank(1000 x 2 no= 2000) of i.s.i mark (himgiri/gangotri) etc with cover and locking arrangement system etc. all comp. job. , making holes in walls for laying g.i pipes and restoring the same after pipe laying as per specification and direction of e./i 125mm thick , providing fitting & fixing 2 core 2.5 sqm copper cable forelectric connection. , supplying all materials tools labours and laying ofgi pipe tata or equivalent 32 mm dia (in trench ) , 15 mm dia (on wall) , supplyingfitting & fixing.gifittings fullway valve 32mm , union socket 32mm , gi elbow 32mm , gi elbow 15mm , gi tee 32mm , gi tee 15mm , r/socket 32mm , socket 32mm , socket 15mm , nipple 15mm , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing r.c.c.m 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/l. , providing r.c.c.m 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , providing r.c.c.m 200 with nominal mix (1:1:5:3) in roof slab with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of e/l , providing 12mm cement plaster (1:3) with clean coarse sand of f.m. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of e/l. , providing and laying 6mm. thick rough grit cheqer tiles in exterior walls of approved texture and colour with 4mm down marble chips of approved shade, size and quality with 100% ordinary cement over 12mm. thick cement plaster (1:3) base, cost of panels and finished with grit wash and rubbed to give granolithic finish including cost of curing, scaffolding, finishing, royalty and taxes all complete as per specification and direction of e/l. , providing and laying 25mm thick granite tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of e/i. , providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of e/l. , carriage of materials sand lead from 20 km , cement lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing pcc m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm 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 complete as per building specification and direction of e/i. , providing 250mm thick brick jail work in c.m. (1:8) in foundation with designation 75a bricks and approved quality of clean coarse sand finished with deep ruled pointing in c.m. (1:3) all complete jobs as per building specification and direction of e/i. , providing designation 75a brick work in cement mortar (1:6) in foundation and lintin with approvedquality of clean coarse sand f.m. 2 to 2.5including providing 10mm thick mortar joints, cost of screening materials, racking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing following materials as filter media in the pit of approved quality and size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty. a) stone materials (confirming to m.o.s.t. table no. 400 7) grade ii (63 45mm) , b) stone materials (confirming to m.o.s.t. table no. 400 7 grade iv , c) stone materials (confirming to m.o.s.t. table no. 400 7) doarse sand (f.m greater than 2) , providing precast r.c.c. m 150 with nominal mix of (1:2:4) in different place with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of fm 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position vibration, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of e/i. , providing for reinforcement as per approved design and drawing including carriage of tor rodto work site including cutting, bending and binding with anncaled wire with cost of wire removal of rust placing the rodsin position all complete as per specification and direction of e/i. , providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as per direction of e/i. , supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c (1:3:6) over a brick flat soling, apron laying, brick work in c.m (1:6), 12mm c.p (1:3) with punning on exposed surface all complete as per specification and direction of e/i. , supplying materials, labours and equipments for construction of 1.20m x0.90m size p.c.c (1:2:4) rectangular platform around stand post including 12mm thick cement plaster in c.m (1:4) with neat cement punning over exposed surface all complete job as per approved design, specification and direction of e/i. , carriage of materials sand lead from 20 km , cement lead from 20 km , brick lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , 18% gst , labour cess...
36033676 construction for drinking water facility in school through hydt with motor submersible pump set. under drinking water sanitation division no 2 giridih on turn key basis block bagodar group no gir school 7 , costofdrilling200 mm x 165 mm x 150mtr m deep bore well in all kinds of soil and rock in rural areas for installation of pump set with hydraulic dth rig machine, all complete including supplying all material tools drilling rig and air compressor and equipments as well as fuel lubricants and cost of transportation of rig machine and other vehicles up to site including cost of flushing charges, geological investigation etc. all complete as per direction of e/i. 0.00 to 50.00 m , depth 51.00m 150.00m , supplying all tools, tackles & lowering of 200mm dia ms casing pipe including cost of pipe etc. including all taxes, vat, excise duty, freight charges with inspection charges etc. as aplicable,all complete including carriage to work site. , supplying all materials labours, tools & equipments for fitting & fixing 200mm dia m.s. cap over casing pipe etc. , civil portion supplying all tools, equipments and labours and lowering 32mm dia g.i. suspension pipes in 3 mtrs. length in the drilling bore of the tube well etc. all complete job as per direction of e/i. , providing lobours and equipments forfitting and fixing the deep well cylinderassembly with necessary connecting rods including jointing materials nitrile rubber bucket all tools and plants etc required for the job for low water level all comepete job as per specification and direction of e/i. , providing all labours & equipments for fitting fixing of deep well hand pump india mark ii including supplying all tools and plant required for the all job complete as per specification and direction of e/i. , supplying all materials including cement of approved quality, labours tools for constricting 1.85 m dia. circular p.c.c. (1:2:4) platformincluding 12 mm thick cementplaster the exposed surface (1:4) with neat cement punningincluding providing necessary shuttering curing and carriage of materials to different tube well sites etc as per unicef design and direction of e/i. , supplying all materials labours and equpments for constructing pcc(1:2:4)drain as per unicef design etc all complete , cost of materials supplying extra deep well hand pump complete sets with cylinder assembly& connecting rod (12 pcs) as per is : 15500 part 2/ 2004(basic rate) . , cost of 32mm dia g.i. pipe 3 m. long screwed at both ends with seamless socket as per is: 1239including all taxes royalty and contractor profit etc , reducer cap for instatlation of hand pump , supplying all materials tools & labours for fitting & fixing control pannel board, 1no. star dealta air beak selector fully automatic with build in single phase prevendor1 no. 3 phase m.c.c. b suitable with suitable size of copper wire and connectors etc. , supplying & commissiong of 5 k.v.a staiblizer (range 90 v 300v) three phase with cable, chnge over switch for submersible pump etc. all comp. as per specification and direction of e/i. , e/w in exavation (as per i.s 3114/1965) for laying of 32mm dia g.i pipes so as 1.0 m av. cover the socket of pipe ………….. do ……. etc all comp. as per s/d of e/i. , e/w in back filling in trenches after laying different type & size of pipe with eath remove during excavation within initial lead & lift as per dirction of e/i. , supplying all tools, labour, euipment for supplying fitting & fixingsubmersible pump set 1.50 h.p single phase with statrer and pannel board according to i.s.i mark etc all comp. job. 150mm dia bonze impellar , providing fitting & fixing 3 core 2.5 sqm flate copper cable for submersible motor pump. , providing & fixing 20mm nylon rope for hoisting thesubmersible motor pump in bore well. , supplying upvc pipe approved i.s.i make etc as per s/d of e/i. (for column pipe) (a)32mm dia column pipe 65m , supplying all materials ,labours and laying g.i. medium pipesofapproved make in trenches with red lead and yarn with g.i. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of engineer in charge a) 32mm dia , b) 25mm dia , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of engineer in charge.(i)32 mm gi elbow , (ii)32mmreducing socket , (iii)32mm union socket , (v)32mmtee , (ii)25mmreducing socket , (v)25mmtee , (vii)25 mm jam nut , 15mm nipple , 15mm socket , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , providing & fixing gm non return valve of approved quality as per specification & direction of e/i. 32 mm dia , providing and fixing gun metal full way valves of approved make all complete as per specification and direction of engineer in charge 32 mm dia g.m. full way valve weight not less than 1.5 kg , providing polyvinyle water storage tank(1000 x 2 no= 2000) of i.s.i mark (himgiri/gangotri) etc with cover and locking arrangement system etc. all comp. job. , making holes in walls for laying g.i pipes and restoring the same after pipe laying as per specification and direction of e./i 125mm thick , providing fitting & fixing 2 core 2.5 sqm copper cable forelectric connection. , supplying all materials tools labours and laying ofgi pipe tata or equivalent 32 mm dia (in trench ) , 15 mm dia (on wall) , supplyingfitting & fixing.gifittings fullway valve 32mm , union socket 32mm , gi elbow 32mm , gi elbow 15mm , gi tee 32mm , gi tee 15mm , r/socket 32mm , socket 32mm , socket 15mm , nipple 15mm , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing r.c.c.m 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/l. , providing r.c.c.m 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , providing r.c.c.m 200 with nominal mix (1:1:5:3) in roof slab with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of e/l , providing 12mm cement plaster (1:3) with clean coarse sand of f.m. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of e/l. , providing and laying 6mm. thick rough grit cheqer tiles in exterior walls of approved texture and colour with 4mm down marble chips of approved shade, size and quality with 100% ordinary cement over 12mm. thick cement plaster (1:3) base, cost of panels and finished with grit wash and rubbed to give granolithic finish including cost of curing, scaffolding, finishing, royalty and taxes all complete as per specification and direction of e/l. , providing and laying 25mm thick granite tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of e/i. , providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of e/l. , carriage of materials sand lead from 20 km , cement lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing pcc m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm 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 complete as per building specification and direction of e/i. , providing 250mm thick brick jail work in c.m. (1:8) in foundation with designation 75a bricks and approved quality of clean coarse sand finished with deep ruled pointing in c.m. (1:3) all complete jobs as per building specification and direction of e/i. , providing designation 75a brick work in cement mortar (1:6) in foundation and lintin with approvedquality of clean coarse sand f.m. 2 to 2.5including providing 10mm thick mortar joints, cost of screening materials, racking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing following materials as filter media in the pit of approved quality and size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty. a) stone materials (confirming to m.o.s.t. table no. 400 7) grade ii (63 45mm) , b) stone materials (confirming to m.o.s.t. table no. 400 7 grade iv , c) stone materials (confirming to m.o.s.t. table no. 400 7) doarse sand (f.m greater than 2) , providing precast r.c.c. m 150 with nominal mix of (1:2:4) in different place with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of fm 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position vibration, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of e/i. , providing for reinforcement as per approved design and drawing including carriage of tor rodto work site including cutting, bending and binding with anncaled wire with cost of wire removal of rust placing the rodsin position all complete as per specification and direction of e/i. , providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as per direction of e/i. , supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c (1:3:6) over a brick flat soling, apron laying, brick work in c.m (1:6), 12mm c.p (1:3) with punning on exposed surface all complete as per specification and direction of e/i. , supplying materials, labours and equipments for construction of 1.20m x0.90m size p.c.c (1:2:4) rectangular platform around stand post including 12mm thick cement plaster in c.m (1:4) with neat cement punning over exposed surface all complete job as per approved design, specification and direction of e/i. , carriage of materials sand lead from 20 km , cement lead from 20 km , brick lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , 18% gst , labour cess...
36033675 construction for drinking water facility in school through hydt with motor submersible pump set. under drinking water sanitation division no 2 giridih on turn key basis block giridih group no gir school 1 , costofdrilling200 mm x 165 mm x 150mtr m deep bore well in all kinds of soil and rock in rural areas for installation of pump set with hydraulic dth rig machine, all complete including supplying all material tools drilling rig and air compressor and equipments as well as fuel lubricants and cost of transportation of rig machine and other vehicles up to site including cost of flushing charges, geological investigation etc. all complete as per direction of e/i. 0.00 to 50.00 m , depth 51.00m 150.00m , supplying all tools, tackles & lowering of 200mm dia ms casing pipe including cost of pipe etc. including all taxes, vat, excise duty, freight charges with inspection charges etc. as aplicable,all complete including carriage to work site. , supplying all materials labours, tools & equipments for fitting & fixing 200mm dia m.s. cap over casing pipe etc. , civil portion supplying all tools, equipments and labours and lowering 32mm dia g.i. suspension pipes in 3 mtrs. length in the drilling bore of the tube well etc. all complete job as per direction of e/i. , providing lobours and equipments forfitting and fixing the deep well cylinderassembly with necessary connecting rods including jointing materials nitrile rubber bucket all tools and plants etc required for the job for low water level all comepete job as per specification and direction of e/i. , providing all labours & equipments for fitting fixing of deep well hand pump india mark ii including supplying all tools and plant required for the all job complete as per specification and direction of e/i. , supplying all materials including cement of approved quality, labours tools for constricting 1.85 m dia. circular p.c.c. (1:2:4) platformincluding 12 mm thick cementplaster the exposed surface (1:4) with neat cement punningincluding providing necessary shuttering curing and carriage of materials to different tube well sites etc as per unicef design and direction of e/i. , supplying all materials labours and equpments for constructing pcc(1:2:4)drain as per unicef design etc all complete , cost of materials supplying extra deep well hand pump complete sets with cylinder assembly& connecting rod (12 pcs) as per is : 15500 part 2/ 2004(basic rate) . , cost of 32mm dia g.i. pipe 3 m. long screwed at both ends with seamless socket as per is: 1239including all taxes royalty and contractor profit etc , reducer cap for instatlation of hand pump , supplying all materials tools & labours for fitting & fixing control pannel board, 1no. star dealta air beak selector fully automatic with build in single phase prevendor1 no. 3 phase m.c.c. b suitable with suitable size of copper wire and connectors etc. , supplying & commissiong of 5 k.v.a staiblizer (range 90 v 300v) three phase with cable, chnge over switch for submersible pump etc. all comp. as per specification and direction of e/i. , e/w in exavation (as per i.s 3114/1965) for laying of 32mm dia g.i pipes so as 1.0 m av. cover the socket of pipe ………….. do ……. etc all comp. as per s/d of e/i. , e/w in back filling in trenches after laying different type & size of pipe with eath remove during excavation within initial lead & lift as per dirction of e/i. , supplying all tools, labour, euipment for supplying fitting & fixingsubmersible pump set 1.50 h.p single phase with statrer and pannel board according to i.s.i mark etc all comp. job. 150mm dia bonze impellar , providing fitting & fixing 3 core 2.5 sqm flate copper cable for submersible motor pump. , providing & fixing 20mm nylon rope for hoisting thesubmersible motor pump in bore well. , supplying upvc pipe approved i.s.i make etc as per s/d of e/i. (for column pipe) (a)32mm dia column pipe 65m , supplying all materials ,labours and laying g.i. medium pipesofapproved make in trenches with red lead and yarn with g.i. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of engineer in charge a) 32mm dia , b) 25mm dia , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of engineer in charge.(i)32 mm gi elbow , (ii)32mmreducing socket , (iii)32mm union socket , (v)32mmtee , (ii)25mmreducing socket , (v)25mmtee , (vii)25 mm jam nut , 15mm nipple , 15mm socket , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , providing & fixing gm non return valve of approved quality as per specification & direction of e/i. 32 mm dia , providing and fixing gun metal full way valves of approved make all complete as per specification and direction of engineer in charge 32 mm dia g.m. full way valve weight not less than 1.5 kg , providing polyvinyle water storage tank(1000 x 2 no= 2000) of i.s.i mark (himgiri/gangotri) etc with cover and locking arrangement system etc. all comp. job. , making holes in walls for laying g.i pipes and restoring the same after pipe laying as per specification and direction of e./i 125mm thick , providing fitting & fixing 2 core 2.5 sqm copper cable forelectric connection. , supplying all materials tools labours and laying ofgi pipe tata or equivalent 32 mm dia (in trench ) , 15 mm dia (on wall) , supplyingfitting & fixing.gifittings fullway valve 32mm , union socket 32mm , gi elbow 32mm , gi elbow 15mm , gi tee 32mm , gi tee 15mm , r/socket 32mm , socket 32mm , socket 15mm , nipple 15mm , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing r.c.c.m 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/l. , providing r.c.c.m 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , providing r.c.c.m 200 with nominal mix (1:1:5:3) in roof slab with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of e/l , providing 12mm cement plaster (1:3) with clean coarse sand of f.m. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of e/l. , providing and laying 6mm. thick rough grit cheqer tiles in exterior walls of approved texture and colour with 4mm down marble chips of approved shade, size and quality with 100% ordinary cement over 12mm. thick cement plaster (1:3) base, cost of panels and finished with grit wash and rubbed to give granolithic finish including cost of curing, scaffolding, finishing, royalty and taxes all complete as per specification and direction of e/l. , providing and laying 25mm thick granite tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of e/i. , providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of e/l. , carriage of materials sand lead from 20 km , cement lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing pcc m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm 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 complete as per building specification and direction of e/i. , providing 250mm thick brick jail work in c.m. (1:8) in foundation with designation 75a bricks and approved quality of clean coarse sand finished with deep ruled pointing in c.m. (1:3) all complete jobs as per building specification and direction of e/i. , providing designation 75a brick work in cement mortar (1:6) in foundation and lintin with approvedquality of clean coarse sand f.m. 2 to 2.5including providing 10mm thick mortar joints, cost of screening materials, racking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing following materials as filter media in the pit of approved quality and size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty. a) stone materials (confirming to m.o.s.t. table no. 400 7) grade ii (63 45mm) , b) stone materials (confirming to m.o.s.t. table no. 400 7 grade iv , c) stone materials (confirming to m.o.s.t. table no. 400 7) doarse sand (f.m greater than 2) , providing precast r.c.c. m 150 with nominal mix of (1:2:4) in different place with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of fm 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position vibration, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of e/i. , providing for reinforcement as per approved design and drawing including carriage of tor rodto work site including cutting, bending and binding with anncaled wire with cost of wire removal of rust placing the rodsin position all complete as per specification and direction of e/i. , providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as per direction of e/i. , supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c (1:3:6) over a brick flat soling, apron laying, brick work in c.m (1:6), 12mm c.p (1:3) with punning on exposed surface all complete as per specification and direction of e/i. , supplying materials, labours and equipments for construction of 1.20m x0.90m size p.c.c (1:2:4) rectangular platform around stand post including 12mm thick cement plaster in c.m (1:4) with neat cement punning over exposed surface all complete job as per approved design, specification and direction of e/i. , carriage of materials sand lead from 20 km , cement lead from 20 km , brick lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , 18% gst , labour cess...
36033674 construction for drinking water facility in school through hydt with motor submersible pump set. under drinking water sanitation division no 2 giridih on turn key basis block birni group no gir school 2 , costofdrilling200 mm x 165 mm x 150mtr m deep bore well in all kinds of soil and rock in rural areas for installation of pump set with hydraulic dth rig machine, all complete including supplying all material tools drilling rig and air compressor and equipments as well as fuel lubricants and cost of transportation of rig machine and other vehicles up to site including cost of flushing charges, geological investigation etc. all complete as per direction of e/i. 0.00 to 50.00 m , depth 51.00m 150.00m , supplying all tools, tackles & lowering of 200mm dia ms casing pipe including cost of pipe etc. including all taxes, vat, excise duty, freight charges with inspection charges etc. as aplicable,all complete including carriage to work site. , supplying all materials labours, tools & equipments for fitting & fixing 200mm dia m.s. cap over casing pipe etc. , civil portion supplying all tools, equipments and labours and lowering 32mm dia g.i. suspension pipes in 3 mtrs. length in the drilling bore of the tube well etc. all complete job as per direction of e/i. , providing lobours and equipments forfitting and fixing the deep well cylinderassembly with necessary connecting rods including jointing materials nitrile rubber bucket all tools and plants etc required for the job for low water level all comepete job as per specification and direction of e/i. , providing all labours & equipments for fitting fixing of deep well hand pump india mark ii including supplying all tools and plant required for the all job complete as per specification and direction of e/i. , supplying all materials including cement of approved quality, labours tools for constricting 1.85 m dia. circular p.c.c. (1:2:4) platformincluding 12 mm thick cementplaster the exposed surface (1:4) with neat cement punningincluding providing necessary shuttering curing and carriage of materials to different tube well sites etc as per unicef design and direction of e/i. , supplying all materials labours and equpments for constructing pcc(1:2:4)drain as per unicef design etc all complete , cost of materials supplying extra deep well hand pump complete sets with cylinder assembly& connecting rod (12 pcs) as per is : 15500 part 2/ 2004(basic rate) . , cost of 32mm dia g.i. pipe 3 m. long screwed at both ends with seamless socket as per is: 1239including all taxes royalty and contractor profit etc , reducer cap for instatlation of hand pump , supplying all materials tools & labours for fitting & fixing control pannel board, 1no. star dealta air beak selector fully automatic with build in single phase prevendor1 no. 3 phase m.c.c. b suitable with suitable size of copper wire and connectors etc. , supplying & commissiong of 5 k.v.a staiblizer (range 90 v 300v) three phase with cable, chnge over switch for submersible pump etc. all comp. as per specification and direction of e/i. , e/w in exavation (as per i.s 3114/1965) for laying of 32mm dia g.i pipes so as 1.0 m av. cover the socket of pipe ………….. do ……. etc all comp. as per s/d of e/i. , e/w in back filling in trenches after laying different type & size of pipe with eath remove during excavation within initial lead & lift as per dirction of e/i. , supplying all tools, labour, euipment for supplying fitting & fixingsubmersible pump set 1.50 h.p single phase with statrer and pannel board according to i.s.i mark etc all comp. job. 150mm dia bonze impellar , providing fitting & fixing 3 core 2.5 sqm flate copper cable for submersible motor pump. , providing & fixing 20mm nylon rope for hoisting thesubmersible motor pump in bore well. , supplying upvc pipe approved i.s.i make etc as per s/d of e/i. (for column pipe) (a)32mm dia column pipe 65m , supplying all materials ,labours and laying g.i. medium pipesofapproved make in trenches with red lead and yarn with g.i. socket and screw joints and cutting pipes to sizes and threading ends where necessary etc. all complete as per specification and direction of engineer in charge a) 32mm dia , b) 25mm dia , supplying and fixing g.i. fitting of approved make all complete as per specification and direction of engineer in charge.(i)32 mm gi elbow , (ii)32mmreducing socket , (iii)32mm union socket , (v)32mmtee , (ii)25mmreducing socket , (v)25mmtee , (vii)25 mm jam nut , 15mm nipple , 15mm socket , providing and fixing of male ended c.i.body brass spindle valve and seat bib cock of approved quality with extra socketall complete as per specification and direction of e/i. , providing & fixing gm non return valve of approved quality as per specification & direction of e/i. 32 mm dia , providing and fixing gun metal full way valves of approved make all complete as per specification and direction of engineer in charge 32 mm dia g.m. full way valve weight not less than 1.5 kg , providing polyvinyle water storage tank(1000 x 2 no= 2000) of i.s.i mark (himgiri/gangotri) etc with cover and locking arrangement system etc. all comp. job. , making holes in walls for laying g.i pipes and restoring the same after pipe laying as per specification and direction of e./i 125mm thick , providing fitting & fixing 2 core 2.5 sqm copper cable forelectric connection. , supplying all materials tools labours and laying ofgi pipe tata or equivalent 32 mm dia (in trench ) , 15 mm dia (on wall) , supplyingfitting & fixing.gifittings fullway valve 32mm , union socket 32mm , gi elbow 32mm , gi elbow 15mm , gi tee 32mm , gi tee 15mm , r/socket 32mm , socket 32mm , socket 15mm , nipple 15mm , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing r.c.c.m 200 with nominal mix of (1:1.5:3) in foundation and plinth 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 (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of e/l. , providing r.c.c.m 200 with nominal mix (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , providing r.c.c.m 200 with nominal mix (1:1:5:3) in roof slab with approved quality of stone chips 20mm to 6mm 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 androyalty all complete as per building specification and direction of e/i , dismantling old plaster and pointing in cement or lime and raking out joints to 15 mm. depth, watering and disposal of unserviceable materials with all leads all complete as per direction of e/l , providing 12mm cement plaster (1:3) with clean coarse sand of f.m. 1.5 including screening, curingwithall leadsand liftsof water, scaffolding taxes and royalty all complete as per building specification and direction of e/l. , providing and laying 6mm. thick rough grit cheqer tiles in exterior walls of approved texture and colour with 4mm down marble chips of approved shade, size and quality with 100% ordinary cement over 12mm. thick cement plaster (1:3) base, cost of panels and finished with grit wash and rubbed to give granolithic finish including cost of curing, scaffolding, finishing, royalty and taxes all complete as per specification and direction of e/l. , providing and laying 25mm thick granite tiles in risers of steps, skirting and pillars of approved size, texture and colour laid over 12mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of e/i. , providing and laying 6mm precast white glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing, polishing and cost of curing, taxes and royalty all complete as per building specification and direction of e/l. , carriage of materials sand lead from 20 km , cement lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , earth work in excavation in foundation trenchesin hard soil (vide classification of soil item b) and disposal of excavated earth as obtained to a distance up to 50m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design as per building specification and direction of e/i. , providing coarse clean sand in filling in foundation trenches or in lintin including ramming and watering in layers not exceeding 150mm thicks 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 75aone brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of e/i. , providing pcc m 100 with nominal mix of (1:3:6) in foundation with approved quality of stone chips 50mm to 25mm 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 complete as per building specification and direction of e/i. , providing 250mm thick brick jail work in c.m. (1:8) in foundation with designation 75a bricks and approved quality of clean coarse sand finished with deep ruled pointing in c.m. (1:3) all complete jobs as per building specification and direction of e/i. , providing designation 75a brick work in cement mortar (1:6) in foundation and lintin with approvedquality of clean coarse sand f.m. 2 to 2.5including providing 10mm thick mortar joints, cost of screening materials, racking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of e/i. , providing following materials as filter media in the pit of approved quality and size in layers as per drawing and direction of engineer in charge all complete job with all taxes and royalty. a) stone materials (confirming to m.o.s.t. table no. 400 7) grade ii (63 45mm) , b) stone materials (confirming to m.o.s.t. table no. 400 7 grade iv , c) stone materials (confirming to m.o.s.t. table no. 400 7) doarse sand (f.m greater than 2) , providing precast r.c.c. m 150 with nominal mix of (1:2:4) in different place with approved quality of stone chips 20mm to 6mm size graded & clean coarse sand of fm 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position vibration, striking, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of e/i. , providing for reinforcement as per approved design and drawing including carriage of tor rodto work site including cutting, bending and binding with anncaled wire with cost of wire removal of rust placing the rodsin position all complete as per specification and direction of e/i. , providing fitting and fixing suitable m.s. grating at inlet of soak pit and cleaning of site for execution of work as per direction of e/i. , supplying materials and construction of brick masonry drain 150mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c (1:3:6) over a brick flat soling, apron laying, brick work in c.m (1:6), 12mm c.p (1:3) with punning on exposed surface all complete as per specification and direction of e/i. , supplying materials, labours and equipments for construction of 1.20m x0.90m size p.c.c (1:2:4) rectangular platform around stand post including 12mm thick cement plaster in c.m (1:4) with neat cement punning over exposed surface all complete job as per approved design, specification and direction of e/i. , carriage of materials sand lead from 20 km , cement lead from 20 km , brick lead from 20 km , stone chips lead from 20 km , tor rod lead from 20 km , 18% gst , labour cess...
35995631 bush cutting and trimming of tree branches, shrubs of 33 kv over head line at regional sub station to (ktw) outdoor sub station, 11 kv over head line at 2 no. sub station to bandh colony, riverside pump house 440 v over head line at ibm colony , band...
35651490 cutting an trimming of tree branches/shrubs along with overhead lines (11kv sawang feeder, 11kv pipradih feeder, 3.3kv domestic feeder, filter bed feeder, 440v overhead lines of 1c, new miners, hospital colony, pipradih colony, mahabir sthan, centra...
35509922 bids are invited for mini tractor, three bottom disc plough, shrub master total quantity : 3...
35420372 bids are invited for shrub master (q3) total quantity : 1...
35269034 tender for cutting of bushes/ shrubs for 04 (four times) in a year (365 days) at regional substation of kathara area and electrical sub station no. 02 of kathara colliery under kathara colliery...
35248655 cutting of bushes / shrubs for 04 ( four times ) in a year ( 365 days ) at regional sub station of kathara area and electrical sub station no. 02 of kathara colliery under kathara colliery...
34682190 tender for cleaning of oil and grease trap, dran, jungle, debrisn and shrubs with other miscellaneous civil work...
34507072 bids are invited for mini tractor mini tractor , three bottom disc plough , shrub master total quantity : 3...
34402030 cutting and trimming of tree branches / shrubs disrupting oh line ( 11kv bandh colony , 11kv intake and 3.3kv 4 no. colony feeder and 440v oh line of 2 no. 3 no. 4 no. and substation colony under kathara colony cutting and trimming of tree branches / shrubs disrupting oh line ( 11kv bandh colony , 11kv intake and 3.3kv 4 no. colony feeder and 440v oh line of 2 no. 3 no. 4 no. and substation colony under kathara colony...
33366450 cleaning of grass, shrubs and wild grass from compound area of different substation and pump house for a period of one year of bachra township under gm unit, piparwar area. ...
32809886 notice inviting e quotation for rcd road division dumka sor 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...
32772858 inviting e quotation for sor 2022 23, rcd, road division, garhwa 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...
32751812 inviting e quotation for sor 2022 23, rcd, road division, chaibasa 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...
32737994 inviting e quotation for sor 2022 23 under rcd road division, hazaribag for the year 2022 23 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...
32727932 inviting e quotation for supply of material sor 2022 23, rcd, road division, manoharpur 1 coarse sand at quarry ( equivalent to koilwar sand ) 2 fine sand at quarry 3 moorum at quarry 4 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 aggregates 45 mm to 22.4 mm at quarry 6 aggregates 53 mm to 2.8 mm at quarry 7 aggregates 53 mm to 22.4 mm at quarry 8 aggregates 63 mm to 45 mm at quarry 9 aggregates 90 mm to 45 mm at quarry 10 aggregates 10 mm to 5 mm at quarry 11 aggregates 13.2 mm to 5.6 mm at quarry 12 aggregates 25 mm to 10 mm at quarry 13 stone boulder of size 150 mm and below at quarry 14 supply of quarried stone 150 200 mm size for hand broken at quarry 15 boulder with minimum size of 300 mm for pitching at quarry 16 gravel / quarry spall at quarry 17 granular material or hard murrum for gsb works at quarry 18 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 coarse graded granular sub base material 2.36 mm & below at quarry 22 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 aggregates below 5.6 mm at quarry 26 aggregates 22.4 mm to 2.36 mm at quarry 27 aggregates 45 mm to 2.8 mm at quarry 28 aggregates 63 mm to 2.8 mm at quarry 29 aggregates 11.2 mm to 0.09 mm at quarry 30 aggregates 13.2 mm to 0.09 mm at quarry 31 aggregates 13.2 mm to 10 mm at quarry 32 aggregates 20 mm to 10 mm at quarry 33 aggregates 37.5 mm to 19 mm at quarry 34 aggregates 37.5 mm to 25 mm at quarry 35 aggregates 6 mm nominal size at quarry 36 aggregates 10 mm nominal size at quarry 37 aggregates 13.2 / 12.5 mm nominal size at quarry 38 aggregates 20 mm nominal size at quarry 39 aggregates 40 mm nominal size at quarry 40 ac pipe 100 mm dia 41 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 compressible fibre board ( 20mm thick ) 45 copper plate ( 12m long x 250mmwide ) 46 curing compound 47 earth cost or compensation for earth taken from private land 48 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 pavement marking paint 51 pre moulded asphalt filler board 52 seeds 53 separation membrane of impermeable plastic sheeting 125 micron thick 54 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 super plastisizer admixture is marked as per 9103 1999 56 traffic cones with 150 mm reflective sleeve 57 fly ash conforming to is: 3812 ( part ii & i ) at source 58 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 close graded granular sub base material 2.36 mm at quarry 64 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 aggregates 22.4 mm to 5.6 mm at quarry 69 aggregates 19 mm to 6 mm at quarry 70 aggregates 25 mm nominal size at quarry 71 acrylic polymer bonding coat 72 alluminium paint 73 aluminium alloy plate 2mm thick 74 bearing ( cost of parts ) 75 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 bearing ( forged steel roller bearing of 250 tonne ) 77 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 bearing ( supply of sliding plate bearing of 80 tonne ) 80 bentonite 81 connectors / staples 82 delineators from isi certified firm as per the standard drawing given in irc 79 83 epoxy compound with accessories for preparing epoxy mortar 84 epoxy mortar 85 epoxy primer 86 epoxy resin hardner mix for prime coat 87 flag of red color cloth 600 x 600 mm 88 flowering plants 89 geo grids 90 geomembrane 91 geonets 92 geotextile 93 geotextile filter fabric 94 grass ( doob ) 95 grass ( fine ) 96 hedge plants 97 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 joint sealant compound 99 ldo for steam curing 100 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 paving fabric 103 perforated geosynthetic pipe 150 mm dia 104 perforated pipe of cement concrete, internal dia 100 mm 105 pesticide 106 pipes 200 mm dia, 2.5 m long for drainage 107 plastic sheath, 1.25 mm thick for dowel bars 108 polymer braids 109 pre moulded joint filler, 25 mm thick for expansion joint. 110 pre coated stone chips of 13.2 mm nominal size 111 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 quick setting compound 114 reflectorising glass beads 115 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 rivets 117 sapling 2 m high 25 mm dia 118 scrap tyres of size 900 x 20 119 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 sheathing duct 121 shrubs 122 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 strip seal expansion joint 124 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 bitumen paint 126 aggregate size 45 mm to 2.36mm 127 aggregate size 45 mm to 22.4 mm 128 aggregate size 2.36mm to .075 mm 129 aggregate size 22.4 mm to 5.6 mm 130 aggregate size 63 mm to 45 mm 131 aggregate size below 5.0 mm 132 well graded granular sub base material 53 mm to 9.5 mm 133 well graded granular sub base material 26.5 mm to 9.5 mm 134 well graded granular sub base material 26.5 mm to 4.75 mm 135 well graded granular sub base material 9.5 mm to 4.75 mm 136 well graded granular sub base material 9.5 mm to 2.36 mm 137 well graded granular sub base material 4.75mm to 2.36 mm 138 well graded granular sub base material 2.36 mm below 139 stone chips 12 mm size 140 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 stone aggregate for seal coat 150 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) 155 crushing of stone aggregates ( gsb crusher run ) 156 road aluminium stud with micro prismatic lens reflectors ( with shank ) 100 x 100 mm 157 taking elastomeric bearing of size 500 x 400 x 96mm, overall volume=19200 cubic cm @rs 0.59 / cucm= rs 11904 158 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components output=250 tonne ) 159 do 160 ( a ) fixed pot ptfe bearing 161 ( b ) free pot ptfe bearing 162 ( c ) guide slide ( l ) pot ptfe bearing 163 ( d ) guide slide ( t ) pot ptfe bearing 164 gci sheet 0.8 mm thick 165 spherical dome nut 166 mild steel bars ( av m6 ) 167 rcc pipe np 4 heavy duty non presure pipe 1000 mm dia with spigot 168 rcc pipe np 4 heavy duty non presure pipe 1200 mm dia with spigot 169 rcc pipe np 4 heavy duty non presure pipe 900 mm dia with spigot 170 rcc pipe np 4 heavy duty non presure pipe 600 mm dia with spigot 171 silica fume 172 synthetic geogrids ultimate tensile strength 100kn / metre. 173 synthetic geogrids ultimate tensile strength 150kn / metre. 174 synthetic geogrids ultimate tensile strength 200kn / metre. 175 synthetic geogrids ultimate tensile strength 250kn / metre. 176 synthetic geogrids ultimate tensile strength 300kn / metre. 177 synthetic geogrids ultimate tensile strength 350kn / metre. 178 synthetic geogrids ultimate tensile strength 400kn / metre. 179 synthetic geogrids ultimate tensile strength 500kn / metre. 180 synthetic geogrids ultimate tensile strength 600kn / metre. 181 synthetic geogrids ultimate tensile strength 700kn / metre. 182 synthetic geogrids ultimate tensile strength 800kn / metre. 183 synthetic geogrids ultimate tensile strength 900kn / metre. 184 synthetic geogrids ultimate tensile strength 1000kn / metre. 185 synthetic geogrids ultimate tensile strength 1100kn / metre. 186 synthetic geogrids ultimate tensile strength 1200kn / metre. 187 delay detonators 188 electric detonators @1 detonator for 1 / 2 gelatin stick of 125 gms each 189 detonation fuse coil 190 3.7 mlong extension rod boom hydraulic drill jumbo 191 32 mm coupling sleeve boom hydraulic drill jumbo 192 difter rod boom hydraulic drill jumbo 193 r32 sank adapter boom hydraulic drill jumbo 194 45 mm dia button bit boom hydraulic drill jumbo 195 51 mm dia button bit hydraulic drill jumbo 196 steel fiber 197 microsilica 198 accelerator 199 wire mesh 200 live stake stump 201 hard wood sticks 202 live sods ( 0.6m length ) 203 live sods ( 2.0 m length ) 204 coal tar epoxy 205 binding material 206 spring post 700mm 207 spring post 450 mm 208 water filled barricades work zone sheeting ( trapezoidal shape 800mmto 1000mm in length, 700mm in height 209 neem cake 210 supplying sludge 211 contol center server 212 hot standby backup server 213 nas video server with storage minimum 70 tb 214 backup video ( only incidents ) server. 215 graphic display ( 70 led dlp in 3x2 matrix ) 216 graphic display controller and software including video switches 217 cctv monitoring workstation 218 emergengy telephone ( 1033 ) console. 219 vids workstation. 220 administrative workstation 221 atms operator workstation 222 cctv joystick 223 operations laser printer ( colour ) 224 operations laser printer ( black ) 225 rack 19 226 atms control room software ( integrated with vids, atcc, vms, mos ) 227 video management software with atleast 150 vms lic 228 facility monitoring system controller software 229 server & database license 230 antivirus license 231 ptz camera ( including cctv controller ) 232 solar system with ups, battery & 12mm pole & cabinet 233 vids camera ( including image prossesing unit ) 234 warning amber lights with hooters, 72 hrs solar backup, 5m poles and foundation 235 cabinet 236 12 m pole ( including manufacturing and galvanizing ) 237 solar system with ups & batteries 238 equipment, sensor unit, processing unit, solar power supply and civil works for 4 lanes 239 solar system with ups , batteries. 240 vms ( variable message sine mtype ) 241 gantry ( including manufacturing and galvanizing ) 242 solar system with ups, battery and cabinet for m type vms 243 uninterruptible power supply ( ups ) for server rack ( 10kva ) 244 uninterruptible power supply ( ups ) for tmc ( 30kva ) 245 power distribution board ( essential & criticalsupply ) 246 mos sensor equipment ( including mos controller ) 247 cabinet 248 pole 249 steel fence for protection 250 24 corearmoured ofc + all accessories 251 40 mm plb hdpe duct as per latest tsec specification +all accessories 252 trenching of 1.8 meters, laying & back filling for plb hdpe duct 253 bi axial extruded geogrids of minimum tensile strengh 15kn / m 254 bi axial extruded geogrids of minimum tensile strengh 20kn / m 255 bi axial extruded geogrids of minimum tensile strengh 30kn / m 256 bi axial extruded geogrids of minimum tensile strengh 40kn / m 257 geosynthetic drainage composite ( tensile strength of 18 kn / m ) 258 geosynthetic drainage composite ( tensile strength of 13.5 kn / m ) 259 waste plastic ( as per irc:sp:98 2013 ) 260 rcc pipe np 4 heavy duty non presure pipe 1500 mm dia 261 acrylic noise barrier sheet 262 silt fence sheet 263 fully threaded hot dip galvanised geotechnical bars with casing 264 centralizer 265 bearing plate 200mm x 200mm x 10mm 266 fibre reinforcement 267 steel / iron scraps 268 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering ( class c type xi 2mm thick ) 269 geocell 270 geosynthetics mat 271 natural geotextile 272 fabric form mattress 273 non woven geotextile 274 sr. road safety / auditor / team leader for road safety audit 275 traffic planner for road safety audit 276 boarding & loading and per diem for site visits ( during road safety audit ) 277 transportation at site and head office ( during road safety audit ) 278 duty travel to site ( during road safety audit ) 279 collection of road accident data and analysis of fatal and grievously injured accident with black spot identification ( during road safety audit ) 280 submission of gap report ( for road safety audit ) 281 road safety audit reports on all activities which were planned, actually executed and planned for the next quarter. 282 submission of audit report of work zone safety ( for road safety audit ) 283 workshop report for road safety audit 284 final safety report ( for road safety audit ) 285 cement fly ash brick ( conforming to is 12894, size= 230 x 110 x 70 mm, weight of one brick= 3kg, composition: fly ash= 60%, coarse sand= 30%, cement= 10% ) including carriage of sand 286 paver block ( excluding gst ) 287 ( i ) m 35 grade and 60 mm thickness ( a ) white 288 ( b ) red 289 ( c ) yelliw 290 ( ii ) m 40 grade and 80mm thickness ( a ) white 291 ( b ) red 292 ( c ) yellow 293 kerb stone block m30 grade ( size 375mm x 300mm x150mm ) inclusive of oh & cp 294 autoclaved aerated concrete ( aac ) block 295 construction of restaurant, workshop, first aid room, shop etc. in truck parking area complete as per drg. and direction of the engineer. 296 providing telephone booth complete as per specifications and direction of engineer. 297 providing & fixing tube well, complete as per drawing and additional specifictions. 298 providing a drinking water kiosk complete as per drawing & specification. 299 providing and fixing of litter bins in truck lay bye locations complete as per drawing or as directed by the engineer. 300 construction of toilet block provided with fittings and fixtures complete in truck parking area complete as per drg. and direction of the engineer. 301 construction of open lined u drain in truck laybye area complete as shown in drawing and technical specification clause 309. 302 providing shelters for bus passengers as per drawing and mort&h specifications section 300, 1500, 1600 and 1700. 303 providing & fixing guard railing with tubular steel sections at foot path / medians / islands etc including foundation concrete and painting with approved paint etc. all complete as per drawing & mort&h specifications clauses 808, 300, 1500, 1700 & 1900. 304 toll booth at tollplaza 305 barrier gates at tollplaza for 3.2 m wide toll lane 306 barrier gates at tollplaza for 4.5 m wide toll lane 307 canopy 308 canopy lights halide lamps 150 watt 309 canopy lights halogen lamps 1000 watt 310 loading unloading platform 311 traffic aid post at toll plaza 312 medical aid post at toll plaza 313 vehicle rescue post at toll plaza 314 ambulances at toll plaza 315 cranesat toll plaza 316 electronic toll connection ( etc lanes ) at toll plaza 317 intercom facility at toll plaza 318 weigh bridge 319 car parking area 320 generator room 321 base maintainance camp 322 toll plaza equipment 323 electrification and air conditioning for toll booth and toll plaza 324 bull nose crash barrier 325 standby generator at toll plaza 326 cctv camera installed at each booth 327 t1 for toll road start 328 t2 for toll gate 1 km 329 t3 for toll gate 500 m and toll rates 330 t4 for exempt vehicles at toll plaza 331 t5 for pictorial description of toll rates 332 t6 for over size vehicle lane direction sign at toll plaza 333 t7 near the toll booths displaying toll rates, exempt vehicles and complaint telephone number & address 334 t8 for toll road end 335 picnic area at rest area 336 petrol pump & pepairing shop at rest area 337 buffer zone at rest area 338 traffic blinker signal ( l.e.d. ) 339 pvc roof sheet at fob 340 cost of water quality monitoring 341 cost of soil quality monitoring 342 cost of ambient air quality 343 cost of ambient noise monitoring 24 hour continuous 344 consent to establish ( cte ) 345 consent to operate ( cto ) 346 compliance submission for consent to establish ( cte ) 347 compliance submission for consent to operate ( cto ) 348 cost of environmental workshop...
32601293 bids are invited for 1 auto guarage 1 providing and fixing precoated iron profile sheet (size shape and pitch of corrugation as approved by engineeri in charge ) 0.05mm (plus 0.05 percent) total coated thickness with zink coating 120 grams per sqm as per is 277, in 240mpa steel grade,5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns. sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as directed by engineer in charge.the sheet shall be fixed using self drilling/ self tapping screw of size (5.5x55 mm) with epdm seal, complete up to any pitch in horizontal/vertical or curved surface, excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required. 2 auto guarage 2 providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (plus 0.05 percent) total cated thickness, zink coating 120 grams per sqm as per is 277 in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling/self tapping screws complete.ridge plain (500 600mm),barge board(up to 300 mm) 3 auto guarage 3 providing and fixing precoated galvanised steel sheet roofing accessories 0.50mm (plus 0.05 percent) total cated thickness, zink coating 120 grams per sqm as per is 277 in 240 mpa steel grade, 5 7 microns epoxy primer on both side of the sheet and polyester top coat 15 18 microns using self drilling/self tapping screws complete.ridge plain (500 600mm) 4 auto guarage 4 structural steel work in single section, fixed with or without connecting plate, including cutting,hoisting, fixinf in position and applying apriming coat of approved steel primer all complete. 5 auto guarage 5 providing and applying two or more coats of(all around) exterior acrylic emulsion paint of approved brand and manufacturer to exterior surface of cocrete, masonry,plastered surface etc. at all elevations including preparation of surfaces by scraping and completeincluding cost of all labour tools and tackles etc. complete as per drawing, tools and tackies etc.complete as per drawings, specifications and directon of the engineer in charge 6 auto guarage 6 dismentling roofing including ridge,hips,valley and gutters etc. and stacking the material within 50 meters lead of asbestos sheet 7 auto guarage 7 providing and fixing on wall face unplasticed rigid pvc rain water pipes conforming tois 13592 type a, including jointing with seal ring conforming to is 5382, laving 10 mm gap for tharmal expansion,( i ) singke socketed pipes. 8 mines office 1 earth work in excavation in foundation trenches. pits or drains not exceeding 1.5 mtr. in depth, 2mtr in which as well as 10 sq.m on plan including clearing of bushes and shrubs from ground level including trimming dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including dewatering getting out the excavated soil and disposal of surplus excavated soil within a lead of 100 m including cost of labour, tools and tackles etc. as per drawing, specifications and directions of the engineer in charge.a) ordinary/dense soil mixed with gravels / rock fragments/ loose waste. 9 mines office 2 earth work in back filling with available eath including wateing and campaction at all elevations around foundations, wall, wells, tunnels, pits, culverts trenches, road approaches and in plinth filling and area filling as per specifications and drawings and as directed by the engineer in charge with selected spoils within a lead of 100 mtr including cost of labours, tools and tackles etc. 10 mines office 3 supply, mix place in position compact & cure cement concrete 1 3 6 (1 cement, 3 coarse sand, 6 graded stone aggregate 20mm nominal size) below foundations walls, wells, pits, trenches etc. as per specifications, drawings and directions of the engineer in charge including cost of all materials, labours tools and tackles etc. but excluding cost of cement,centering and shuttering. 11 mines office 4 supply , place in position compact & cure including testing of concrete specifications,drawing and direction and direction of the engineer with nominal mix 1 1.5 3 (1 cement,1.5 coarse sand ,3 graded stone aggregate 20 mm nominal size ) including cost of all materials, labours but excluding cost of shuttring,cement & reinforcement. 12 mines office 5 providing dismantling and removing the form work of approved quality including from suspended floors, roofs, landing, balconies and acess platform etc scffolding including required staging and supporting etc and necesarry rendering of concrete surface after expouser at all elevations for all types of work with plywood shuttering including cost of all materials, labours, tools and tackles etc. completer as per specifictions, drawing & directions of eic. 13 mines office 6 supply, bend bind and place the reinforcement on all types of rcc work at all elevations,including cleaning straightening, cutting,bending and binding with 18 swg annealed wire or with welding such as tack, lap but etc wwith approved electrodes, providing concrete cover blocks, pins,chains,nail,supports of reeinforement etc inclusive of all maerials, labour,tools and tackles etc. complete as er drawings, specifications and directions of the engineer in charge but excluding cost of reinforcement steel with chains only. mild steel/hysd bars 14 mines office 7 supply and laying in position brick work with designation 75 bricks ( compreeive strength not less than 75 kg/sq.cm) in foundationand plinth at various elevations in cement coarse sand mortar (1 6) including mixing mortar, laying bricks, raking joints curing etc complete with all materials and labour but excluding cost of cement as per drawings and specifications. 15 mines office 8 supply and laying in position brick work with designation 75 bricks ( compreeive strength not less than 75 kg/sq.cm) in super structure at various elevations in cement coarse sand mortar(1 6) including mixing mortar,laying bricks,raking joints,curing etc complete with all materials and, labour,tools and tackles etc but excluding cost of cement. complete as per drawings, specifications. 16 mines office 9 6mm cement plaster of mix 1 3 (1 cement, 3 fine sand) for ceiling etc, including scarping the surface with wire brush, including of all material, labour, tools and tackles etc completer but excluding cost of cement. 17 mines office 10 12 mm thick (minimum) plastering with 1 4 (1 cement, 4 fine sand) to walls, channels in roof and other structure at various elevations including demolishing old plaster (if require),scraping the surface with wire brush, mixing,laying,finishing,curing and necessary scaffolding work complete as as per drawings, specifications and instructions of the engineer with all materials, labour, tools and tackles etc. complete but excluding cost of cement. 18 mines office 11 15 mm thick (minimum) plastering on the rough sde of single or half brick work with 1 4 cement mortor (1 cement, 4 fine sand) to walls, channels in roof and other structure at various elevations including demolishing old plaster (if require),scraping the surface with wire brush, mixing,laying,finishing,curing and necessary scaffolding work complete as as per drawings, specifications and instructions of the engineer with all materials, labour, tools and tackles etc. complete but excluding cost of cement. 19 mines office 12 providing and applying plaster of pairs putty of 2mm thickness over plastered surfce to prepare the surface even and smooth complete rubbing by sand paper no.240 of rquired as per direction of eic 20 mines office 13 providing and applyingtwo or more coat of cement primer of approved brand and manufacure on wall surface with cement primer as per the direction of eic. om new/old work. 21 mines office 14 providing and applying wall painting with plastic emulsion paint of approved brand and amnufacture to give an even shade two or more coats on new/old work as per direction of eic 22 mines office 15 providing and fixing 30 mm thick flush door shutter non decorative tyoe, core block board construction withframe of 1st class hard wood and well frame of 1st class hard wood and well matched commericial 3 ply veneering with vertical grains or cross bands and fce veneers on both fces of shutters as per the direction of e.i.c. 23 mines office 16 painting with approved brand polyurethane emnamel paint (jenson & nicholson make) in all shade to give an even shade including cost ofall materials and labour on new work (two ormore coats) as per direction of eic 24 mines office 17 providing and applying two or more coats of (all around) exterior acrylic emulsion paint of approved brand and manufacture to exterior surfaces of concrete, masonary,plastered surfaces etc. at all elevations including preparation of surfaces by scraping and complete including cost of all albour, tools and tackles etc. complete as per drawings, specifications and directions of the engineer in charge ,application of paint should be made as per manufactures specifications). 25 mines office 18 providing and laying vittified floor tiles in 50 x 50 cm ( thickness to be specified by the manufacture) with water absorptions less than 0.08 percent and conforming to is 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1 4 (1 cement , 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete as per the direction of eic. make kejaria / somani 26 mines office 19 providing and fixing steel glazed windows and ventilators of standard rolled steel sections joints mitred and welded with 15x3 mm lugs, 10cm long, embeded in mortar (1 cement, 1.5 coarse sand , 3 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes 4 mm tick frosted/ clear glass with glazzing clips and special metal sash putty of approved, fan light catch or pivots etc as required and to the satishfication of the engineer in charge and including a coat of primer etc but excluding cost of cement includig cost of all materials, labours , tools and tackles etc. complete as per specification and direction of the e.i.c. 27 mines office 20 making plinth protection 50 mm thick of cement concrete 1 3 6 ( 1 cement, 3 coarse sand, 6 graded stone aggregate 12 mm nominal size) over 75 mm (compacted thickness) bed of dry brick ballast (40 mm nominal size) mixed with surkhi/moorum in the ration of (6 1), well rammed and consolidated and fininshing the top smoooth including cost of all materials, labours, tools and tackles etc as per direction of the engineer in charge but excluding cost of cement. 28 mines office 21 taking delivery of raw materials (from owners stores), fabricate, transport and erect structural steel work of t. angle palte, pipe joist etc. including all necessary connectio materials and connections ( including weilding and bolting, nuts, washer,gussets etc complete) with 2 coats of 1st quality synthetics enamel paint over a coat of approved steel priner (ready mixed paint conforming to is 2074) as per drawings, specifications and directions of the engineer in charge including cost of all albour,tolls and tackles etc. 29 mines office 22 providing & fixing renewing on wall face unplasticised rigid pvc rain water pipes conforming to is 13592 type a including jointingwith seal ring conforming to is 5382 leaving 10mm gap for thermal expansion (i) single socketed pipes with 110mm diameter as per the direction of eic. 30 mines office 23 brick edge floorig with bricks of class designation 75 including cement slurry etc. complete in cement mortar with f.p.s bricks 1 6 (1 cement, 6 coarse sand) 31 mines office 24 providing and fixing sand iron of self cleansing design with sand cast iron screwed down or hinged grafting with or without vent arm, complete, including cost of cutting and making good the walls and floors with 100 mm inlet and 100 mm outlet. 32 mines office 25 providing and fixing white viterous china wash basin with c.i/m brackets,15 mm c. p brass pillar taps,32 mm c.p brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls. flat back wash basin 550 x 400 mm with single 15 mm c.p brass pillar tap. 33 mines office 26 providing and fixing 600 x 450 mm beveled ege mirror of superior glass ( of approved quality) complete with 6 mm thick hard board ground fixed cleates with c.p brass screws and washers. make modi glass 34 mines office 27 providing and fixing pvc waste pipe for sink or wash basin including pvc waste fittings as per the direction of engineer in charge. 35 mines office 28 taking delivery of g.i pipe (from owners stores) laying & fixing with medium grade (internal & external) complete with g.i fittings lik bend. (t) union etc clamps including making chase in walls and making good the wall after housig g.i pipes or trenching and refillings as necessary, apply a coat of zinis chromate promer for cancealed pipes and two coats of synthetic enamel paint over a coat of zinic chromate primer for exposed pipes below g.i to be painted two coats of anti corrosive bitumens paints of approved brand and manufacture and necessary hydrostatic tests etc complete as per specification and the direction of the engineer in charge g.i pipes and fitting shall be supplied by dept. free of cost). for a) 25mm nominal bore 36 mines office 29 taking delivery of g.i pipe (from owners stores) laying & fixing with medium grade (internal & external) complete with g.i fittings lik bend. (t) union etc clamps including making chase in walls and making good the wall after housig g.i pipes or trenching and refillings as necessary, apply a coat of zinis chromate promer for cancealed pipes and two coats of synthetic enamel paint over a coat of zinic chromate primer for exposed pipes below g.i to be painted two coats of anti corrosive bitumens paints of approved brand and manufacture and necessary hydrostatic tests etc complete as per specification and the direction of the engineer in charge g.i pipes and fitting shall be supplied by dept. free of cost). for b) 50mm nominal bore 37 mines office 30 making plinth protection 50 mm thick of cement concrete 1 3 6 (1 cement, 3 coarse sand ,6 stone aggregate 12 mm nominal size) over 75 mm ( compacted thickness) bed of dry brick ballast (40 mm nominal size) mixed with surkhi/moorm in the ratio of (6 1) well rammed and consolidated and finishing the top smooth with near cement including cost of all materials, labour , tools and tackles etc. as per direction engineer in charge but excluding cost of cement. 38 mines office 31 providing and applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on steel galvanised iron/steel works as per direction of the eic 39 mines office 32 providing and applying priming coat with ready mixed red oxide zinic chromate primer of approved brand and amnufacture on steel galvanised iron/steel works as per direction of the eic 40 mines office 33 randam rubble with hard stone in foundation and plinth including levelling up with cement concrete 1 6 12 (1 cement,6 coarse sand,12 graded stone aggregate 20 mm nominal size ) at plinth level with cement mortar 1 6 (1 cement ,6 coarse sand)as per eic ,but excluding cement. 41 mines office 34 a) providing applying painting with oil type wild oreservature if aorived brand and manufacture new work (two or more coats as per direction of eic. 42 mines office 35 b) providing applying fininshing with epoxy paint (two or more coats) at all location prepared and applied as per manufactures specification including appropriate priming coat,preparation pf surface etc. complete on steel work. renovation and repairing of auto garage and mines office at total quantity : 3649...
32583965 cutting and trimming of tree branches, bushes or shrubs along with over head lines ( swg gvp feeder, 3.3kv colony feeder, 3.3kv ug feeder, 440v over head lines of different colonies and 550v fan feeder and 220v overhead lines etc of govindpur project ) ...
32564070 annual contract for garbage grass shrubs cleaning of road surface, septic tank, inspection chamber, drain and jungle/grass cutting in d type outside area of mpi building shopping complex and 20 seater at urjanager colony under rajmahal area....
32563241 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 at dumma boarder to nearsaheb yadaw ( plant no. 01near plant no. 03 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 01 1 a. water supply & sanitation 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 providing designation 75 a brick work in c.m. ( 1:4 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 7 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 8 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 9 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 10 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 11 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 12 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 13 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 14 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 15 ( i ) 25 mm dia pvc pipe. 16 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 15 mm dia pvc pipe 17 ( i ) 20 mm dia pvc pipe 18 ( ii ) 25 mm dia dia pvc pipe 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. grade ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 24 25 mm diapvc pipe . ( rate of pvc pipe + laying cost charge ) 25 15 mm diapvcpipe . ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvc elbow 29 32 mm dia u / s pvc 30 25 mm dia u / s pvc 31 25 x 25 x 15 mm dia reducing tee pvc 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm diapvc coupler 37 32 mm diapvc coupler 38 15 mm pvc shower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 b. sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room ( wall ) 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia fta 55 15 mm dia fta 56 25 mm dia pvc elbow 57 15 mm diapvc elbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 60 supplying of following materialsmug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 66 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 67 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 68 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 69 laying & jointing gi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) a. 32 mm dia. pipe 70 b.25 mm dia. pipe 71 supplying and fixing gifittings of approved make all complete as per specification and direction e / i.. 32 mm u / s 72 25 mm socket 73 32 x 25 r.s. 74 32 x 25 elbow 75 25 mm u / s 76 32 mm tee 77 electric welding of 15 mm dianipple in 25 mm dia gi pipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 78 in 15 mm dia. gi nipple 79 cost of 15 mm dia. gi. socket 80 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1 nox 9:0am to 5:00pm ) gr. ii 81 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 82 d. peyaoo 83 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 84 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 85 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 86 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 87 e. spreading water over laid sand 88 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 89 b ) labour charge for 1 place x 30 dasys ( unskiled labour ) 90 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 91 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 92 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete.bricks up to 15 k.m. 93 sand up to 15 k.m. 94 stone chips up to 15 k.m. 95 cement up to 15 k.m. 96 add gst @ 12% 97 add 1 % labour cess...
32563234 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 atsaheb yadaw to near udaypura ( plant no. 03 to nearplant no. 05 ) under d.w & s. division, deoghar for the year 2022 23group no. sm d 02 2 cleaning of site, cutting bushes dressing and leveling do etc all complete as per direction of e / i 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 7 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 8 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 9 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 10 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 11 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 12 ( i ) 25 mm dia pvc pipe. 13 laying of pvc pipes of approved make on wall and roof with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) 14 ( i ) 15 mm dia pvc pipe 15 ( i ) 20 mm dia pvc pipe 16 ( ii ) 25 mm dia dia pvc pipe 17 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 18 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumber gr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 24 25 mm dia pvcpipe. ( rate of pvc pipe + laying cost charge ) 25 15 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvcelbow 29 32 mm dia u / s 30 25 mm dia u / s 31 25 x 25 x 15 mm diareducing tee 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm dia pvc coupler 37 32 mm dia pvc coupler 38 15 mmpvcshower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. quantity same as item no. 23 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm diapvcpipe ( rate of pvc pipe + laying cost charge ) 49 15 mm dia pvcpipe ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mmpvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia pvc fta 55 15 mm dia pvc fta 56 25 mm dia pvc elbow 57 15 mm diapvcelbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 60 supplying of following materials. mug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 indravarsha 66 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 67 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. as per item no. 35 68 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 69 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 70 laying & jointinggi / pvcpipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . a. 32 mm dia. pipe 71 b. 25 mm dia. pipe 72 supplying and fixing gifittings of approved make all complete as per specification and direction e / i. 32 mm elbow 73 32 mm nipple 74 32 mm u / s 75 25 mm plug 76 25 mm socket 77 32 x 25 r.s. 78 32 x 25 elbow 79 25 mm u / s 80 32 mm tee 81 electric welding of 15 mm dia x nipple in 25 mm dia gipipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 82 cost of 15 mm dia. gi. socket 83 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1no. x 30 days 9:00am to 5:00pm ) gr. ii 84 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 85 peyaoo 86 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, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 87 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 including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . 88 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. 89 providing p.c.c.m 150 in nominal mix of ( 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 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. 90 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15 mm depth, curing, taxes and royality all complete as per building specification and direction of e / i. 91 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 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i 92 reinforced cement concrete work in beams, suspended floor, roofs, having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded aggregate 20mm nominal size ) 93 providing tor steel reinforcement of 8 mm 10 mm dia bars as per approved design and drawing cutting, bending and binding with annealed wire including the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. ( a ) 8 mm & 10 mm 94 providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. 95 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 96 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 97 providing pump operatorfor operating motor for supplying water forpeyaoo. ( 1no.x 30 days gr. ii 98 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 99 providing two coat of snowmen of approved shade and makes over a coat of cement primer on new surface including prepering the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of e / i. 100 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including f / fixing bib cock, stop cock, gi nipple, tee, elbow, socket, r.socket, union socket, plug, gun metal full way valve, pvc sch 80 pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 101 spreading water over laid sand 102 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela.a ) cost of flexible pvc pipe 103 b ) labour charge for 1 place x 30 dasys ( unskild labour ) 104 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 105 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 106 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 107 sand up to 15 k.m. 108 stone chips up to 15 k.m. 109 cement up to 15 k.m. 110 steel up to 15 k.m. 111 add gst @ 12% 112 add 1 % labour cess...
32533280 annual contract for garbage grass shrubs cleaning of road surface, septic tank, inspection chamber, drain and jungle / grass cutting in d type outside area of mpi building shopping complex and 20 seater at urjanager colony under rajmahal area. ...
32408422 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 at dhawaghat to nearbank prashashnik bhawan ( plant no. 09 to near plant no 11 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 05 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 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, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 4 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 including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . 5 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. 6 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 7 supplying materials and construction of brick masonry drain 150 mm width and 150mm depth with 250mm apron on both sides over 50mm thick p.c.c ( 1:3:6 ) over a brick flat soling, apron laying brick work in c.m ( 1:6 ) . 12mm cement plaster ( 1:3 ) with punning on exposed surface all complete job as per specification and direction of e / lnear plant no. 02 8 dewatering the existing well in kamariya path desilting the rubbish accumulate and disposal of spoils to a safe distance providing alum & bleaching powder etc. all complete as per direction of e / i.a. dewatering: 5 h.p diesel pump 8 hrs. per day 9 b.supplying equipment and labour for desilting the well all complete as per specification and direction of e / i. 10 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 11 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 12 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 13 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 14 supplying all materials labour doing repairing of jet pump etc. all complete including replacement of water seal etc. all complete. 15 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 16 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 17 cost towards fittingfixing jet pump on angle fixed in walls of well, cutting and making good the same as per direction of e / i. ( with clamp ) 18 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 19 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 20 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 32 mm dia pvc pipe. ( 2 x 10.00 mtr. = 20.00 mtr. ) 21 ( ii ) 25 mm dia pvc pipe. ( 2 x 9.00 mtr. = 20.00 mtr. ) 22 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe – 23 ( i ) 20 mm dia pvc pipe – 24 ( ii ) 25 mm dia dia pvc pipe – 25 cost towards engaging pump opratar gr.iicum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 26 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 27 electric mistrygr. ii 28 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 29 25 mm dia pvc pipe ( rate of pvc pipe + laying cost charge ) 30 15 mm dia pvcpipe ( rate of pvc pipe + laying cost charge ) 31 15 mm dia pvc elbow 32 32 mm dia pvc u / s 33 25 mm dia pvc u / s 34 25 x 25 x 15 mm dia pvc tee 35 15 mm dia pvc fta 36 15 mm dia pvc coupler 37 25 mm diapvc coupler 38 32 mm diapvc coupler 39 15 mm pvc shower 40 15 mm p.v.c bib cock 41 32 x 32 x 25 mm dia tee pvc 42 sanitary installation 43 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 44 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 45 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 46 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 47 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 15 mm dia fta 55 25 mm dia pvc elbow 56 15 mm diapvc elbow 57 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 58 providing one coat of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 59 supplying of following materials. mug 60 plasticbucket 61 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm 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 ) . 62 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. 63 dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 64 providing r.c.c. with nominal mix of ( 1:1.5:3 ) in stiffeners 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 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 specification and direction of e / i. 65 providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including 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. 66 providing 12 mm cement plaster ( 1:3 ) with clean coarse sand of f.m. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. 67 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 68 indravarsha 69 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 70 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 71 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same. ( 2 x 132.00 mtr. ) 72 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 73 laying & jointing gi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . a. 32 mm dia.pipe 74 b. 25 mm dia. pipe 75 supplying and fixing gi fittings of approved make all complete as per specification and direction e / i. 32 mm u / s 76 25 mm socket 77 32 x 25 r.s. 78 32 x 25 elbow 79 25 mm u / s 80 32 mm tee 81 electric welding of 15 mm dia x nipple in 25 mm dia gipipe after making hole of 20 mm dia including cost ofnipple.in 32 mm dia. pipe 82 in 15 mm dia. gi nipple 83 cost of 15 mm dia. gi. socket 84 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 85 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. gr. ii ( 1 no.x 30 days ) 9:00 am to 5:00pm 86 peyaoo 87 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 88 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 89 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 90 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 91 spreading water over laid sand 92 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 93 b ) labour charge for1 place x 30 dasys ( unskild labour ) 94 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 95 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 96 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 97 sand up to 15 k.m. 98 stone chips up to 15 k.m. 99 cement up to 15 k.m. 100 steel up to 15 k.m. 101 add gst @ 12% 102 add 1 % labour cess...
32408413 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela atbank prashashnik bhawanto near sarasani ( plant no. 11 to near plant no 13 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 06 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 column of bank plantearth 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, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 4 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 including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. 5 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. 6 reinforced cement concree work in walls ( any thickness ) including attached pilasters, buttresses plinth and tring course, fillets, columns, pillars, piers, abutment, posts and struts etc. above plinth level up to floor five level excluding cost of centring, shutteringfinishing and reinforcement. :1.5:3 ( 3 graded stone aggregate 20mm nominal size ) 7 providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including 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. 8 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 9 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 10 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 11 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 12 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 13 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 14 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 15 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 16 cost towards fittingfixing jet pump on angle fixed in walls of well, cutting and making good the same as per direction of e / i. ( with clamp ) 17 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 18 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 19 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost and taken out the same after mela ) . ( i ) 32 mm dia pvc pipe. ( 2 x 20.00 mtr. = 40 mtr. ) 20 ( ii ) 25 mm dia pvc pipe. ( 2 x 15.00 mtr. = 30 mtr. ) 21 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe ( 2 x 15.00 mtr. = 30 mtr. ) 22 ( i ) 20 mm dia pvc pipe ( 2 x 10.00 mtr. = 20 mtr. ) 23 ( ii ) 25 mm dia dia pvc pipe ( 2 x 3.00 mtr. = 30 mtr. ) 24 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 25 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumber gr. ii 26 electric mistrygr. ii 27 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 28 25 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 29 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 30 32 mm dia pvc elbow 31 25 mm dia pvcelbow 32 15 mm dia pvc elbow 33 32 mm dia u / s pvc 34 25 mm dia u / s pvc 35 25 x 25 x 15 mm dia reducing tee pvc 36 15 mm dia pvc fta 37 15 mm dia pvc coupler 38 25 mm diapvc coupler 39 32 mm diapvc coupler 40 15 mm pvc shower 41 15 mm p.v.c bib cock 42 32 x 32 x 25 mm dia tee pvc 43 sanitary installation 44 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 45 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 46 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 47 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia fta 55 15 mm dia fta 56 25 mm dia pvc elbow 57 15 mm diapvc elbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 59 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 60 supplying of following materials.mug 61 plasticbucket 62 supplying and filling stone dust around urinal and bathing area ls 63 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 64 indravarsha 65 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 66 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 67 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same. ( 2 x 236.00 mtr. ) 68 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 69 laying & jointinggi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) .a. 32 mm dia.pipe 70 b. 25 mm dia. pipe 71 supplying and fixing gifittings of approved make all complete as per specification and direction e / i. 32 mm elbow 72 32 mm u / s 73 25 mm plug 74 25 mm socket 75 32 x 25 r.s. 76 32 x 25 elbow 77 25 mm u / s 78 32 mm tee 79 electric welding of 15 mm dia x nipple in 25 mm diagipipe after making hole of 20 mm dia including cost ofnipple. in 25mm dia. pipe 80 in 15 mm dia. gi nipple 81 cost of 15 mm dia. gi. socket 82 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 83 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. gr. ii ( 01 no. x 30 days ) 9:00am to 5:00pm 84 peyaoo04 no. 85 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 86 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 87 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 88 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 6 x 1000 litr.= 6000 ltr. 89 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 90 spreading water over laid sand 91 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 92 b ) labour charge for 1no. 30 dasys ( 9:00am to 5:00pm ) 93 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 94 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 95 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 96 sand up to 15 k.m. 97 stone chips up to 15 k.m. 98 cement up to 15 k.m. 99 steel up to 15 k.m. 100 add gst @ 12% 101 add 1 % labour cess...
32408393 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani melaat sarasani 1 to sarasani 2 ( plant no. 13 toplant no. 14 ) under d.w & s. division , deoghar in the year 2022 23 for the year 2022 23group no. sm d 07 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 7 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 8 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 9 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 10 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 11 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 12 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 32 mm dia pvc pipe. ( 2 x 21.00 mtr. ) 13 ( i ) 25 mm dia pvc pipe. ( 2 x 5.00 mtr. ) 14 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe ( 2 x 15.00 mtr. ) 15 ( i ) 20 mm dia pvc pipe ( 2 x 10.00 mtr. ) 16 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 17 cost towards engagingplumberelectric mistry one including contractor profit. ( 10% ) plumbergr. ii 18 electric mistry gr. ii 19 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 20 25 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 21 15 mm diapvcpipe. ( rate of pvc pipe + laying cost charge ) 22 32 mm dia pvc elbow 23 25 mm dia pvcelbow 24 15 mm dia pvc elbow 25 32 mm dia u / s pvc 26 25 mm dia u / s pvc 27 25 x 25 x 15 mm dia reducing tee pvc 28 32 mm dia pvc fta 29 25 mm dia pvc fta 30 15 mm dia pvc fta 31 15 mm dia pvc coupler 32 25 mm diapvc coupler 33 32 mm diapvc coupler 34 15 mm pvc shower 35 15 mm p.v.c bib cock 36 32 x 32 x 25 mm dia tee pvc 37 sanitary installation 38 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 39 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i.as per item no 16 40 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 41 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 42 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 43 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 44 25 x 25 x 15 mm pvc tee 45 25 mm dia pvc coupler 46 15 mm dia pvc coupler 47 25 mm dia pvc u / socket 48 25 mm dia fta 49 15 mm dia fta 50 25 mm dia pvc elbow 51 15 mm diapvc elbow 52 15 mm dia pvc plug 53 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 54 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 55 supplying of following materials. mug 56 plasticbucket 57 providing designation 75 a brick work in c.m. ( 1:6 ) in s / s with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15 mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 58 supplying materials and labours for constructing inspection chamber of designation class 75b bricks size 750 mm deep, 600 x 450 mm internal dimension having 250 mm wall thickness in cement mortar ( 1:6 ) including 12 mm cement plaster ( 1:4 ) with punning on inside and cement plaster ( 1:6 ) with 600 x 475 mm g.i. cover with frame ( weight not less than 36kg. ) alongwith earth work in excavation and 80 mm thick p.c.c. ( 1:3:6 ) in foundation and refilling all complete as per specification and direction of e / i. 59 earthwork in trench cutting in ordinarysoil as earthen drain size 750 mm wide and 600 mm deep ( vide classification of soil item a ) for drain out over flow water of soak pit to a safe distance ) all complete as per directionofe / i. 60 providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm 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. 61 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. 62 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 63 indravarsha 64 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 65 earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i.as per item no. 27 66 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same ( 2 x 9.00 mtr. ) 67 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 68 laying & jointing pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . 32 mm dia. pipe ( 2x 24 mtr. ) 69 25 mm dia. pipe ( 2 x 18 mtr. ) 70 supplying and fixing pvc fittings of approved make all complete as per specification and direction e / i.. 32 mm nipple 71 32 mm elbow 72 32 mm u / s 73 25 mm plug 74 25 mm socket 75 32 x 25 r.s. 76 32 x 25 elbow 77 25 mm u / s 78 32 mm tee 79 electric welding of 15 mm dianipple in 25 mm dia pvc pipe after making hole of 20 mm dia including cost ofnipple. in 25 mm dia. pipe 80 in 15 mm dia. gi nipple 81 cost of 15 mm dia. gi. socket 82 peyaoo 83 peyaoo wall column 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, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 84 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 including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. 85 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. 86 reinforced cement concree work in walls ( any thickness ) including attached pilasters, buttresses plinth and tring course, fillets, columns, pillars, piers, abutment, posts and struts etc. above plinth level up to floor five level excluding cost of centring, shutteringfinishing and reinforcement. :1.5:3 ( 3 graded stone aggregate 20mm nominal size ) 87 providing t.m.t steel reinforcement of different dia rods as per approved design and drawing including 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. 88 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 89 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 90 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 91 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 92 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 93 spreading water over laid sand 94 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 95 b ) labour charge for 1no. x 30 days = ( unskild labour ) 96 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 97 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 98 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 99 sand up to 15 k.m. 100 stone chips up to 15 k.m. 101 cement up to 15 k.m. 102 steel up to 15 k.m. 103 add gst @ 12% 104 add 1 % labour cess...
32408387 supplying of materials, tools, plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani melaat near sarasani 2 tokhijuriya school ( near plant no. 14 toplant no. 16 ) under d.w & s. division , deoghar in the year 2022 23 for the year 2022 23group no. sm d 08 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 supplying and filling stone dust around urinal and bathing area at khijuriya plant 4 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 5 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 6 dismantling r.c.c. work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i.. 7 reinforced cement concrete work in beams, suspended floor, roofs, having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded aggregate 20mm nominal size ) 8 providing tor steel reinforcement of 8 mm 10 mm dia bars as per approved design and drawing cutting, bending and binding with annealed wire including the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. ( a ) 8 mm & 10 mm 9 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 10 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 11 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 12 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 13 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 14 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 15 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 16 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 32 mm dia pvc pipe. ( 2 x 15. mtr. ) 17 ( i ) 25 mm dia pvc pipe. ( 2 x 15 mtr. ) 18 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) . ( i ) 15 mm dia pvc pipe ( 2 x 15 mtr. ) 19 ( i ) 20 mm dia pvc pipe ( 2 x 10 mtr. ) 20 ( ii ) 25 mm dia dia pvc pipe ( 2 x 6 mtr. ) 21 cost towards engaging pump operatar cum water spreader on laid sand for operating and spreading water on sand etc.all complete job gr. ii. 22 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 23 electric mistry gr. ii 24 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 25 25 mm diapvc pipe . ( rate of pvc pipe + laying cost charge ) 26 15 mm diapvcpipe . ( rate of pvc pipe + laying cost charge ) 27 25 mm dia pvcelbow 28 15 mm dia pvc elbow 29 32 mm dia u / s pvc 30 25 mm dia u / s pvc 31 25 x 25 x 15 mm dia reducing tee pvc 32 15 mm dia pvc fta 33 15 mm dia pvc coupler 34 25 mm diapvc coupler 35 32 mm diapvc coupler 36 15 mm pvc shower 37 15 mm p.v.c bib cock 38 32 x 32 x 25 mm dia tee pvc 39 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning and preparing the wall etc. all complete. 40 providing one coats of oil bound distemper of approved shade and make over old surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 41 sanitary installation 42 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 43 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room.25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 47 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 48 25 x 25 x 15 mm pvc tee 49 25 mm dia pvc coupler 50 15 mm dia pvc coupler 51 25 mm dia pvc u / socket 52 25 mm dia fta 53 15 mm dia fta 54 25 mm dia pvc elbow 55 15 mm diapvc elbow 56 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i.. 57 providing one coat of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 58 supplying of following materials .mug 59 balti –plastic 60 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 61 providing 150 mm wide brick drain in cement mortar ( 1:6 ) with av 150 mm clear depth and 125 mm apron including cost of e / w involved, with 75 mm cement concrete ( 1:4:8 ) over one brick designation 100 a flat soling in proper grade and slope at the base, the drain duly plastered in c.m ( 1:3 ) with punning over exposed surface all complete asper building specification direction of e / i. 62 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 63 indravarsha 64 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 65 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 66 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same ( 2 x 147.00 mtr. ) 67 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 68 laying & jointing pvc pipe in hanging position ovar support and taking out the same after end of shrawani mela ( pipe supplied departmentally free of cost ) ( a ) 32 mm dia. pvc pipe ( 2 x 351.00 mtr. ) 69 ( b ) 25 mmdia. hanging pvc pipe ( 2x 198.00 mtr. ) 70 supplying and fixing gi fittings of approved make all complete as per specification and direction e / i. 32 mm elbow 71 32 mm u / s 72 25 mm plug 73 25 mm socket 74 32 x 25 r.s. 75 32 x 25 elbow 76 25 mm u / s 77 32 mm tee 78 electric welding of 15 mm dianipple in 25 mm dia pvc pipe after making hole of 20 mm dia including cost ofnipple. in 25 mm dia. pipe 79 in 15 mm dia. gi nipple 80 cost of 15 mm dia. gi. socket 81 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 82 providing pump operatorfor operating motor for supplying water forindra varsha. 83 peyaoo 84 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 85 providing two coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 86 providingtwocoat of snowmen of approved shade and makes over a coat of cement primer on new surface including prepering the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of e / i. 87 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including f / fixing bib cock, stop cock, gi nipple, tee, elbow, socket, r.socket, union socket, plug, gun metal full way valve, pvc sch 80 pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 88 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 89 spreading water over laid sand 90 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. from 9a.mto 5p.m a ) cost offlexiblepvcpipe 91 b ) labour charge for 1 nos x 30 days 92 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 93 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 94 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete.bricks up to 15 k.m. 95 sand up to 15 k.m. 96 stone chips up to 15 k.m. 97 cement up to 15 k.m. 98 steel up to 15 k.m. 99 add gst @ 12% 100 add 1 % labour cess...
32408351 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 at dumma boarder to nearsaheb yadaw ( plant no. 01near plant no. 03 ) under d.w & s. division , deoghar for the year 2022 23group no. sm d 01 1 a. water supply & sanitation 2 jungal clearence including weeding out shrubs and small trees up to 150 mm dia girth and there removalas per specification and direction of e / i. 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 providing designation 75 a brick work in c.m. ( 1:4 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 7 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 8 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 9 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 10 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 11 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 12 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 13 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 14 laying of pvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 15 ( i ) 25 mm dia pvc pipe. 16 laying of pvc pipes of approved make on walland roofwith red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete in wallas per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 15 mm dia pvc pipe 17 ( i ) 20 mm dia pvc pipe 18 ( ii ) 25 mm dia dia pvc pipe 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. grade ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumbergr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches32 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 24 25 mm diapvc pipe . ( rate of pvc pipe + laying cost charge ) 25 15 mm diapvcpipe . ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvc elbow 29 32 mm dia u / s pvc 30 25 mm dia u / s pvc 31 25 x 25 x 15 mm dia reducing tee pvc 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm diapvc coupler 37 32 mm diapvc coupler 38 15 mm pvc shower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 b. sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room ( wall ) 25 mm dia pvc pipe . ( rate of pvc pipe + laying cost charge ) 49 15 mm diapvc pipe. ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mm pvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia fta 55 15 mm dia fta 56 25 mm dia pvc elbow 57 15 mm diapvc elbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoat of oil bound distemper of approved shade and make over old surface including washing, cleaning and papering the walls, scaffolding, washing of floors and taxes all complete as per building specification and direction of e / i. 60 supplying of following materialsmug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 66 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 67 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 68 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 69 laying & jointing gi / pvc pipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) a. 32 mm dia. pipe 70 b.25 mm dia. pipe 71 supplying and fixing gifittings of approved make all complete as per specification and direction e / i.. 32 mm u / s 72 25 mm socket 73 32 x 25 r.s. 74 32 x 25 elbow 75 25 mm u / s 76 32 mm tee 77 electric welding of 15 mm dianipple in 25 mm dia gi pipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 78 in 15 mm dia. gi nipple 79 cost of 15 mm dia. gi. socket 80 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1 nox 9:0am to 5:00pm ) gr. ii 81 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 82 d. peyaoo 83 providing two coats of oil bound distemper of approved shade and make over old surface including washing, cleaning and prepairing the wall, scaffolding washing of floors and taxes all complete as per building specification and direction of e / i. 84 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 85 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 86 providing and f / fixing water supply arrangement from gi / hdpe tank to peyaoo andbathing palatform as per site condition including required fittings and pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 87 e. spreading water over laid sand 88 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela. a ) cost of flexible pvc pipe 89 b ) labour charge for 1 place x 30 dasys ( unskiled labour ) 90 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 91 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 92 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete.bricks up to 15 k.m. 93 sand up to 15 k.m. 94 stone chips up to 15 k.m. 95 cement up to 15 k.m. 96 add gst @ 12% 97 add 1 % labour cess...
32408346 supplying of materials, tools , plants and skilled and unskilled man power for repairing and maintenance of existing structure and fitting, fixing all works with operation & maintenance the entire works during shrawani mela 2022 atsaheb yadaw to near udaypura ( plant no. 03 to nearplant no. 05 ) under d.w & s. division, deoghar for the year 2022 23group no. sm d 02 2 cleaning of site, cutting bushes dressing and leveling do etc all complete as per direction of e / i 3 dismantling patent stone flooring including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all leads all complete as per direction of e / i. 4 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 5 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1 5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 6 supplying all materials, labour, writing name of department, male & female directionon the wall after making box by good quality of paint as per direction of e / i. 160 mm high letter 7 cost towards painting and writing slogan on board 4’ x 3’ size with good quality paint carrying and fitting fixing on each site including minor repair of board taking back after mela as per direction of e / i. ( 150 mm high letter ) 8 cost towards transportation ofsubmersible pump, pipe fittings etc. from store to work site including carriage water tank etc. all complete. 9 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2 h.p to 7.5h.p and taking out after ending mela and deposited in departmental store deoghar. 10 cost towards dismantling after mela and taking back to work site from store including carriage of all materials and pump, water tank etc. all complete. 11 laying ofpvc pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) ( i ) 32 mm dia pvc pipe. 12 ( i ) 25 mm dia pvc pipe. 13 laying of pvc pipes of approved make on wall and roof with red lead and yarn with socket and screw joints and cutting pipe so size and threading ends where necessary etc. all complete as per specification and direction e / i. ( pipes to be supplied departmentally free of cost ) 14 ( i ) 15 mm dia pvc pipe 15 ( i ) 20 mm dia pvc pipe 16 ( ii ) 25 mm dia dia pvc pipe 17 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela. 18 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. 19 cost towards engaging pump operatarcum water spreader on laid sand for operating and spreading water on sand etc.all complete job. gr. ii 20 cost towardscleaning the rcc water storage tank over pump house having size 3 m x 3 m x 2 m including the cost of bleaching powder, jute, sacfolding etc. all complete. 21 cost towards engagingplumber andelectric mistryduring mela periodincluding contractor profit. plumber gr. ii 22 electric mistry gr. ii 23 cost towards extra materials due to damages during taking out damage cut pieces including laboaur cost as per direction of e / i. in walls / trenches. 32 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 24 25 mm dia pvcpipe. ( rate of pvc pipe + laying cost charge ) 25 15 mm dia pvc pipe. ( rate of pvc pipe + laying cost charge ) 26 32 mm dia pvc elbow 27 25 mm dia pvcelbow 28 15 mm dia pvcelbow 29 32 mm dia u / s 30 25 mm dia u / s 31 25 x 25 x 15 mm diareducing tee 32 32 mm dia pvc fta 33 25 mm dia pvc fta 34 15 mm dia pvc fta 35 15 mm dia pvc coupler 36 25 mm dia pvc coupler 37 32 mm dia pvc coupler 38 15 mmpvcshower 39 15 mm p.v.c bib cock 40 32 x 32 x 25 mm dia tee pvc 41 providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall, scaffolding, curing and taxes all complete as per building specification & direction of e / i. 42 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including required fittings and pvc pipe all completeincluding installation ofhdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 43 sanitary installation 44 providing 12 mm, cement plaster ( 1:6 ) with clean coarse sand of f.m 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction e / i. 45 providing designation 75 a brick work in c. m. ( 1:6 ) in different places in sewer line with approved quality of clean coarse sand of f. m. 2 to 2.5 including do…..do…….all complete as per building specification and direction of e / i. 46 labour for scrapping old paint with paint remoter and below lamp as required on wooden or steel surface including cost of all labour and materials and scaffolding all complete as per balding specification and direction of e / i. 47 providing one coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface toughly, scaffolding and taxes all complete as per building specification and direction of e / i. quantity same as item no. 23 48 providing supplying, fitting and fixing of the followingmaterials in connection of latrine room. 25 mm diapvcpipe ( rate of pvc pipe + laying cost charge ) 49 15 mm dia pvcpipe ( rate of pvc pipe + laying cost charge ) 50 25 x 25 x 15 mmpvc tee 51 25 mm dia pvc coupler 52 15 mm dia pvc coupler 53 25 mm dia pvc u / socket 54 25 mm dia pvc fta 55 15 mm dia pvc fta 56 25 mm dia pvc elbow 57 15 mm diapvcelbow 58 providing and fixing 15 mm dia male ended c.i. bodybrass spindle valve and seat bib clock of approved quality ( wt not less than 400 gms. ) with extra socket all complete as per specification and direction e / i. 59 providing onecoats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing month with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 60 supplying of following materials. mug 61 plasticbucket 62 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10mm think mortar joints, cost of screening materials, raking out joints of 15mm depth, curing taxes and royalty all complete as per building specification and direction of e / i 63 supplying labour tools and fitting fixing steel door in toilet complex all complete. 64 supplying, fitting and fixing 20 gauge g.c.i sheet gate fitted on m.s angle frame of size60*60*6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in c / c ( 1:2:4 ) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of e / i 65 indravarsha 66 earth work in excavation for laying of pipe so as to give one meter ( avg. ) cover over the socket of pipe and back filling the trenches after laying of pipe, again a / w in excavation and taking out the laid pipeand back filling the same after the end ofshrawani mela 67 earth work in back filling the trenches fatter laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction e / i. as per item no. 35 68 laying of 32 mm dia gi / pvc pipe in trenches and taking out the same 69 supplying of 32 mm dia pvc pipe with socket in 3 m length do do all complete. 70 laying & jointinggi / pvcpipe in hanging position ovar support and taking out the same after and of shrawani mela ( pipe supplied departmentally free of cost ) . a. 32 mm dia. pipe 71 b. 25 mm dia. pipe 72 supplying and fixing gifittings of approved make all complete as per specification and direction e / i. 32 mm elbow 73 32 mm nipple 74 32 mm u / s 75 25 mm plug 76 25 mm socket 77 32 x 25 r.s. 78 32 x 25 elbow 79 25 mm u / s 80 32 mm tee 81 electric welding of 15 mm dia x nipple in 25 mm dia gipipe after making hole of 20 mm dia including cost ofnipple. in 32 mm dia. pipe 82 cost of 15 mm dia. gi. socket 83 providing pump operator cum water spreaderfor operating motor and spreading water on laid sand. ( 1no. x 30 days 9:00am to 5:00pm ) gr. ii 84 cost towards fitting & fixing submersible pump with clamp etc. all complete including lowering of pvc pipe. 2h.p to 7.5 h.p and taking out after ending mela and deposited in departmental store deoghar. 85 peyaoo 86 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, levelling, ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of e / i. 87 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 including cost of materials, labours, royalityand taxes all complete as per building specification and direction of e / i. ( mode of measurement compacted volume ) . 88 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. 89 providing p.c.c.m 150 in nominal mix of ( 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 including screening, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of e / i. 90 providing designation 75 a brick work in c.m. ( 1:6 ) in foundation and plinth with approved quality of clean coarse sand of f.m. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, scaffolding, raking out joints to 15 mm depth, curing, taxes and royality all complete as per building specification and direction of e / i. 91 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 10mm thick mortar joints, cost of screening, scaffolding, raking out joints 15mm depth, curing, taxes and royalty all complete as per bldg. specification and direction of e / i 92 reinforced cement concrete work in beams, suspended floor, roofs, having slope up to 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 ( 1 cement : 1.5 coarse sand ( zone iii ) : 3 graded aggregate 20mm nominal size ) 93 providing tor steel reinforcement of 8 mm 10 mm dia bars as per approved design and drawing cutting, bending and binding with annealed wire including the cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of e / i. ( a ) 8 mm & 10 mm 94 providing 12 mm cement plaster ( 1:6 ) with clean coarse sand of f.m. 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of e / i. 95 providing 25 mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19 mm thick ( 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 panels, including cost of curing, finishing the surface smooth by rubbing with carborun dum stone, taxes and royalty all complete as per building specification and direction of e / i. 96 providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over old surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification tionand direction of e / i. 97 providing pump operatorfor operating motor for supplying water forpeyaoo. ( 1no.x 30 days gr. ii 98 providing one coat of plastic emulsion paint of approved shade and make over old surface including washing, cleaning and preparing the walls, scaffolding, washing for floor and taxes all complete as per building specification and direction of e / i. 99 providing two coat of snowmen of approved shade and makes over a coat of cement primer on new surface including prepering the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of e / i. 100 providing and f / fixing water supply arrangement from gi hdpe tank to bathing palatform as per site condition including f / fixing bib cock, stop cock, gi nipple, tee, elbow, socket, r.socket, union socket, plug, gun metal full way valve, pvc sch 80 pipe all complete including installation of hdpe water storage tank including carriage of tank from departmental store to work site. ( hdpe water storage tank will be supplied free of cost departmentally ) 101 spreading water over laid sand 102 providing labour tool and equipmentfor spreading water over laid sand at kanwariya path during shrawani mela.a ) cost of flexible pvc pipe 103 b ) labour charge for 1 place x 30 dasys ( unskild labour ) 104 carriage ofall materials from store to work site and return back to work site to departmental store within a distance of 15km . 105 cost towards electric consumption charge for to be paid to electricity board during shrawani mela .payable jseb 106 carriage of materials fromkiln site or quarry site to work site including contractor profit, loading, unloading, transportation, etc. all complete. bricks up to 15 k.m. 107 sand up to 15 k.m. 108 stone chips up to 15 k.m. 109 cement up to 15 k.m. 110 steel up to 15 k.m. 111 add gst @ 12% 112 add 1 % labour cess...
32318583 basic rate of materials for road construction department, jharkhand 1 m 001 m 004 coarse sand at quarry ( equivalent to koilwar sand ) 2 m 002 m 006 fine sand at quarry 3 m 003 m 007 moorum at quarry 4 m 004 m 021 stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve at quarry 5 m 005 m 034 aggregates 45 mm to 22.4 mm at quarry 6 m 006 m 035 aggregates 53 mm to 2.8 mm at quarry 7 m 007 m 036 aggregates 53 mm to 22.4 mm at quarry 8 m 008 m 038 aggregates 63 mm to 45 mm at quarry 9 m 009 m 039 aggregates 90 mm to 45 mm at quarry 10 m 010 m 040 aggregates 10 mm to 5 mm at quarry 11 m 011 m 043 aggregates 13.2 mm to 5.6 mm at quarry 12 m 012 m 046 aggregates 25 mm to 10 mm at quarry 13 m 016 m 001 stone boulder of size 150 mm and below at quarry 14 m 017 m 002 supply of quarried stone 150 200 mm size for hand broken at quarry 15 m 018 m 003 boulder with minimum size of 300 mm for pitching at quarry 16 m 019 m 008 gravel / quarry spall at quarry 17 m 020 m 009 granular material or hard murrum for gsb works at quarry 18 m 021 m 012 filter media / filter material as per table 300 3 ( mort&h specification ) at quarry 19 m 022 m 013 close graded granular sub base material 53 mm to 9.5 mm at quarry 20 m 023 m 017 close graded granular sub base material 9.5 mm to 2.36 mm at quarry 21 m 024 m 022 coarse graded granular sub base material 2.36 mm & below at quarry 22 m 025 m 024 coarse graded granular sub base material 4.75 mm to 2.36 mm at quarry 23 m 026 m 025 coarse graded granular sub base material 9.5 mm to 4.75 mm at quarry 24 m 027 m 027 coarse graded granular sub base material 26.5 mm to 9.5 mm at quarry 25 m 028 m 030 aggregates below 5.6 mm at quarry 26 m 029 m 031 aggregates 22.4 mm to 2.36 mm at quarry 27 m 030 m 033 aggregates 45 mm to 2.8 mm at quarry 28 m 031 m 037 aggregates 63 mm to 2.8 mm at quarry 29 m 032 m 041 aggregates 11.2 mm to 0.09 mm at quarry 30 m 033 m 042 aggregates 13.2 mm to 0.09 mm at quarry 31 m 034 m 044 aggregates 13.2 mm to 10 mm at quarry 32 m 035 m 045 aggregates 20 mm to 10 mm at quarry 33 m 036 m 048 aggregates 37.5 mm to 19 mm at quarry 34 m 037 m 049 aggregates 37.5 mm to 25 mm at quarry 35 m 038 m 050 aggregates 6 mm nominal size at quarry 36 m 039 m 051 aggregates 10 mm nominal size at quarry 37 m 040 m 052 aggregates 13.2 / 12.5 mm nominal size at quarry 38 m 041 m 053 aggregates 20 mm nominal size at quarry 39 m 042 m 055 aggregates 40 mm nominal size at quarry 40 m 043 m 056 ac pipe 100 mm dia 41 m 045 m 061 aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc.and signs as applicable 42 m 046 m 062 road studs 100 x 100 mm fitted with lense reflectors vide clause 804.2 of morth ( 5th revision ) 43 m 047 m 066 bearing ( elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanisation, ) 44 m 052 m 084 compressible fibre board ( 20mm thick ) 45 m 053 m 086 copper plate ( 12m long x 250mmwide ) 46 m 055 m 090 curing compound 47 m 056 m 092 earth cost or compensation for earth taken from private land 48 m 057 m 093 elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of irc: 83 ( part ii ) , 49 m 058 m 094 electric detonators @ 1 detonator for 1 / 2 gelatin stick of 125 gms each 50 m 065 m 132 pavement marking paint 51 m 066 m 144 pre moulded asphalt filler board 52 m 071 m 162 seeds 53 m 072 m 164 separation membrane of impermeable plastic sheeting 125 micron thick 54 m 073 m 167 sludge / farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing 55 m 076 m 180 super plastisizer admixture is marked as per 9103 1999 56 m 077 m 186 traffic cones with 150 mm reflective sleeve 57 m 080 m 011 fly ash conforming to is: 3812 ( part ii & i ) at source 58 m 081 m 014 close graded granular sub base material 37.5 mm to 9.5 mm at quarry 59 m 082 m 015 close graded granular sub base material 26.5 mm to 9.5 mm at quarry 60 m 083 m 016 close graded granular sub base material 9.5 mm to 4.75 mm at quarry 61 m 084 m 018 close graded granular sub base material 4.75mm to 2.36 mm at quarry 62 m 085 m 019 close graded granular sub base material 4.75mm to 75 micron mm at quarry 63 m 086 m 020 close graded granular sub base material 2.36 mm at quarry 64 m 087 m 023 coarse graded granular sub base material 4.75mm to 75 micron mm at quarry 65 m 088 m 026 coarse graded granular sub base material 26.5 mm to 4.75 mm at quarry 66 m 089 m 028 coarse graded granular sub base material 37.5 mm to 9.5 mm at quarry 67 m 090 m 029 coarse graded granular sub base material 53 mm to 26 .5 mm at quarry 68 m 091 m 032 aggregates 22.4 mm to 5.6 mm at quarry 69 m 092 m 047 aggregates 19 mm to 6 mm at quarry 70 m 093 m 054 aggregates 25 mm nominal size at quarry 71 m 094 m 057 acrylic polymer bonding coat 72 m 095 m 058 alluminium paint 73 m 096 m 059 aluminium alloy plate 2mm thick 74 m 097 m 064 bearing ( cost of parts ) 75 m 098 m 065 bearing ( cast steel rocker bearing assembly of 250 tonne ) 76 m 099 m 067 bearing ( forged steel roller bearing of 250 tonne ) 77 m 100 m 068 bearing ( pot type bearing assembly consisting of a metal piston supported by a disc, ptfe pads providing sliding surfaces against stainless steel mating together with cast steel assemblies / fabricated structural steel assemblies duly painted with all components 78 m 101 m 069 bearing ( ptfe sliding plate bearing assembly of 80 tonnes ) 79 m 102 m 070 bearing ( supply of sliding plate bearing of 80 tonne ) 80 m 103 m 071 bentonite 81 m 108 m 085 connectors / staples 82 m 110 m 091 delineators from isi certified firm as per the standard drawing given in irc 79 83 m 111 m 095 epoxy compound with accessories for preparing epoxy mortar 84 m 112 m 096 epoxy mortar 85 m 113 m 097 epoxy primer 86 m 114 m 098 epoxy resin hardner mix for prime coat 87 m 115 m 099 flag of red color cloth 600 x 600 mm 88 m 116 m 100 flowering plants 89 m 120 m 105 geo grids 90 m 121 m 106 geomembrane 91 m 122 m 107 geonets 92 m 123 m 108 geotextile 93 m 124 m 109 geotextile filter fabric 94 m 127 m 112 grass ( doob ) 95 m 128 m 113 grass ( fine ) 96 m 131 m 116 hedge plants 97 m 133 m 118 hot applied thermoplastic compound ( sp. gravity 2.10 ) 98 m 135 m 120 joint sealant compound 99 m 136 m 122 ldo for steam curing 100 m 139 m 127 modular strip / box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm assembly comprising of edge beams, central beam, 2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 101 m 140 m 128 modular strip / box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm box / box seal joint assembly containing 3 modules / cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorised representative 102 m 142 m 133 paving fabric 103 m 143 m 134 perforated geosynthetic pipe 150 mm dia 104 m 144 m 135 perforated pipe of cement concrete, internal dia 100 mm 105 m 145 m 136 pesticide 106 m 146 m 137 pipes 200 mm dia, 2.5 m long for drainage 107 m 147 m 138 plastic sheath, 1.25 mm thick for dowel bars 108 m 149 m 140 polymer braids 109 m 150 m 141 pre moulded joint filler, 25 mm thick for expansion joint. 110 m 151 m 142 pre coated stone chips of 13.2 mm nominal size 111 m 152 m 143 preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanised in a single operation for the full length of a joint to ensure water tightness. 112 m 153 m 145 pre packed cement based polymer concrete of strength 45 mpa at 28 days 113 m 155 m 147 quick setting compound 114 m 157 m 152 reflectorising glass beads 115 m 162 m 157 reinforcement strips 60 mm wide 5 mm thick as per clause 3102. aluminium strips ) 116 m 163 m 158 rivets 117 m 164 m 160 sapling 2 m high 25 mm dia 118 m 165 m 161 scrap tyres of size 900 x 20 119 m 166 m 163 selected earth ( including royality @ rs. 24.0 per cum & compensation @ rs. 1.10 per cum ) 120 m 167 m 165 sheathing duct 121 m 168 m 166 shrubs 122 m 172 m 172 steel drum 300 mm dia 1.2 m high / empty bitumen drum 123 m 177 m 178 strip seal expansion joint 124 m 179 m 181 synthetic geogrids as per clause 3102.8 and approved design and specifications. 125 m 234 bitumen paint 126 m 339 aggregate size 45 mm to 2.36mm 127 m 340 m 034 aggregate size 45 mm to 22.4 mm 128 m 341 aggregate size 2.36mm to .075 mm 129 m 342 m 032 aggregate size 22.4 mm to 5.6 mm 130 m 343 m 038 aggregate size 63 mm to 45 mm 131 m 344 aggregate size below 5.0 mm 132 m 404 well graded granular sub base material 53 mm to 9.5 mm 133 m 405 well graded granular sub base material 26.5 mm to 9.5 mm 134 m 406 well graded granular sub base material 26.5 mm to 4.75 mm 135 m 407 well graded granular sub base material 9.5 mm to 4.75 mm 136 m 408 well graded granular sub base material 9.5 mm to 2.36 mm 137 m 409 well graded granular sub base material 4.75mm to 2.36 mm 138 m 410 well graded granular sub base material 2.36 mm below 139 m 411 stone chips 12 mm size 140 m 412 crushed stone chipping 6.7 mm size 100% passing 9.5 mm and retained on 2.36 mm 141 m 1068 ( i ) 6.7 mm size ( passing through 11.2 mm and retained on 2.8 mm ) chips. 142 ( ii ) stone metal for 75 mm bm ( sieve designation 45 mm to 19 mm ) 143 ( iii ) stone metal for 50 mm b.m. ( sieve designation 26.5 mm to 19mm ) 144 ( iv ) screening type a ( 13.2 mm ) 145 ( v ) screening type b ( 11.2 mm ) 146 ( vi ) key aggreagate for bsg ( sieve designation 22.4 mm to 2.8 mm ) 147 m 1069 key aggregate for bpm 75 mm thick ( sieve designation 22.4 mm to2.8 mm ) 148 m 1070 stone aggregate for dense bituminous ( sieve designation 22.4 mm to 2.8 mm ) 149 m 1071 stone aggregate for seal coat 150 m 1072 ( i ) seal coat type a ( sieve designation 11.2 mm to 2.36 mm ) 151 ( ii ) seal coat type b ( sieve designation 2.36 mm to .018 mm ) 152 ( iii ) stone aggregate for semidenes bituminous concrete grade i ( sieve designation 19.0 mm to 0.075 mm ) 153 ( iv ) stone aggregate for semidenes bituminous concrete grade ii ( sieve designation 11.2 mm to 0.075 mm ) 154 m 1073 stone aggregate for bituminous concrete ( sieve designation 19 mm to .075 mm ) ...