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| 1 | Construction of tube well from ground level and up to 100 mtr depth and above toaccommodate housing assembly pipe in all type of unconsolidated formation such as pebbles,boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will includelowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe,but excluding cost of the casing pipe. The work would be completed after obtaining sand freewater.2.6.3 Nominal bore 200 mm dia. Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shallbe applicable for only extra depth beyond 100 mtr . |
| 2 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make offollowing sizes2.30.2 80 mm dia |
| 3 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB ,fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phasepreventer, suitable starting capacitors, phase indicators, lighting arrangement etc completesuitable for three phase pump set. The panel should have space for energy meter ( supplied byDISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S.Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand (made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs,each leg s length 18 and double door including in built locking system. The legs should beembedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.2.18.2 Above 10 HP and up to 15 HP |
| 4 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valvesstraight and pocket less body passage of approved make of following Pressure rating & diacomplete, confirfing to IS:14846 (amended up to date) and of following specifications: Body,Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem- AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensionsas per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water)applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS: 1367/ CS/ galvanised steel Insersion rubber of black EPDM 6mm thick . Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.6.1.1 Manually Operated CI Sluice valve of Class PN-1.06.1.1.1 80 mm HW |
| 5 | Construction of tube well from ground level and up to 100 mtr depth and above toaccommodate housing assembly pipe in all type of unconsolidated formation such as pebbles,boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water.2.6.3 Nominal bore 200 mm dia. |
| 6 | Construction of tube well after completion of drilling by rotary /percussion method &upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemedcompleted only after obtaining sand free water. The bore well should have a throughout nominalsize bore beyond casing pipe. 2.3.2 Nominal bore 200 mm dia. Add 30% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 200 mtr and fromground level, rate shall be applicable for only extra depth beyond 200 mtr . |
| 7 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil |
| 8 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanicalmeans using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces notexceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantledmaterials up to a lead of 1000 meters. Measurement for dismantled trench to be made as perstandard trench width specified in tender document and no extra payment shall be made be madefor trench width more than specified, re-handling of material/earth to complete the tasks as pertechnical specification and scope of work. |
| 9 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement :3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. |
| 10 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valvesstraight and pocket less body passage of approved make of following Pressure rating & diacomplete, confirfing to IS:14846 (amended up to date) and of following specifications: Body,Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem- AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensionsas per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water)applied inside and outside, Flanges Drilled as per IS 1538. N IS: 1367/ CS/ galvanised steel Insersion rubber of black EPDM 6mm thick . Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.6.1.1 Manually Operated CI Sluice valve of Class PN-1.06.1.1.2 100 mm HW |
| 11 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valvesstraight and pocket less body passage of approved make of following Pressure rating & diacomplete, confirfing to IS:14846 (amended up to date) and of following specifications: Body,Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem- AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensionsas per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water)applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS: 1367/ CS/ galvanised steel Insersion rubber of black EPDM 6mm thick . Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.6.1.1 Manually Operated CI Sluice valve of Class PN-1.06.1.1.4 150 mm HW |
| 12 | Construction of tube well after completion of drilling by rotary /percussion method &upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemedcompleted only after obtaining sand free water. The bore well should have a throughout nominalsize bore beyond casing pipe.2.3.2 Nominal bore 200 mm dia. Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to200 mtr. |
| 13 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valvesstraight and pocket less body passage of approved make of following Pressure rating & diacomplete, confirfing to IS:14846 (amended up to date) and of following specifications: Body,Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem- AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensionsas per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water)applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS: 1367/ CS/ galvanised steel Insersion rubber of black EPDM 6mm thick . Sluice valvesincluding all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.6.1.1 Manually Operated CI Sluice valve of Class PN-1.06.1.1.9 400 mm with Gear |
| 14 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISImarked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material likemechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes ,transportation and freight charges, inspection charges, loading/ unloading charges, stacking ofpipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulictesting, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.1.4.1 HDPE PE-80 PN-61.4.1.3 90 mm dia |
| 15 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISImarked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material likemechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.1.4.3 HDPE PE-80 PN-101.4.3.2 110 mm dia |
| 16 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing DuctileIron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), withinternal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS:5382-1985 including all taxes (Central and local), transportation and freight charges, inspectioncharges, loading/ unloading charges, including cost of labour and material, specials (Tee, bendetc.) satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technicalspecifications and direction of Engineer-in-charge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.1.1.3 150 mm |
| 17 | Construction of Recharge Shaft in filter pit including Earth work Excavation , liftingexcavated earth with all lift and 50 m lead and centering & shuttering evenever required. Diameter 900 mm |
| 18 | Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with40 mm thickness Diameter 900 mm |
| 19 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening& washing from kachha shift without deduction of voids Size 9 to 12 mm |
| 20 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening& washing from kachha shift without deduction of voids Size 3 to 5 mm |
| 21 | Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, withoutdeduction of voids. |
| 22 | Providing and laying in position cement concretee including curing, compaction etc.complete in specified grade excluding the cost of centering and shuttering - All work up to plinthlevel. M15 grade Nominal Mix1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 23 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISImarked of following sizes, the slotting should be as per IS:8110-1985.2.12.3 200 mm dia nominal bore of 5.4mm thickness |
| 24 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual meansover areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 25 | entering and Shuttering with plywood or steel sheets including strutting, propping bracingboth ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 26 | Providing and laying in position specified grade of cement concretee for all RCCstructural elements upto plinth level including curing, compaction, finishing with rendering incement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost ofplastizers( if required) excluding the cost of centering, shuttering and reinforcement.M20 grade Nominal Mix / Design Mix |
| 27 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.('Original producers' who manufacture billet directly from iron ores and roll the billets to producesteel conforming to IS:1786) Hot rolled deformed bars (IS : 1139). |
| 28 | Maintenance of tubewells which includes complete repairs / rewinding of submersiblepump sets including cost of material components required to repair pumpsets, starters, metersetc. of electric panel of tube wells, Lowering and unlowering of pumpsets complete in all respect,maintenance of Histroy sheet as directed by Engineer-in-charge for tubewell per month.7.2.4 11.0 HP to 12.5 HP |
| 29 | O&M of tube wells for IInd year (5% incremental increase per Year) |
| 30 | O&M of tube wells for IIIrd year (5% incremental increase per Year) |
| 31 | O&M of tube wells for IV th year (5% incremental increase per Year) |
| 32 | O&M of tube wells for V th year (5% incremental increase per Year) |
| 33 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swingtype Non Return Valves (NRV) of approved make of following Pressure rating & dia complete,confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body,Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Boltas per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick.Suitable support structure as per directions of EICincluding jointing & jointing material, labour,testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Each 1 127052 127052.00Note: Rates are exclusive of tail piece/ dismantling joints and earth work.6.3.1 Class PN 1.06.3.1.9 400 mm dia |
| 34 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up todate of following sizes2.11.2 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 35 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swingtype Non Return Valves (NRV) of approved make of following Pressure rating & dia complete,confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body,Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied onbody, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410 ,Hinge Maleable cast iron / SS AISI316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Boltas per IS:1363 and IS: 1367 (galvenised steel) ,Insersion rubber of black EPDM 6mm thick.Suitable support structure as per directions of EICincluding jointing & jointing material, labour,testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.of approved make (IS: 5312 amended upto date) of following Class and dia complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.6.3.1 Class PN 1.06.3.1.7 300 mm dia |
| 36 | SITC of Soft Starters with panel supplied by manufacturer conforming to applicablestandards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.69.6.5 55 KW |
| 37 | Dismantling/ Expansion JointsProviding, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitablefor Sluice valves etc.) as per IS specifications complete of the following sizes including alljointing material, cost of all labour, testing and commissioning Technical Specifications and asper direction of Engineer. Class PN 1.06.17.6 250 mm dia |
| 38 | Dismantling/ Expansion JointsProviding, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitablefor Sluice valves etc.) as per IS specifications complete of the following sizes including alljointing material, cost of all labour, testing and commissioning Technical Specifications and asper direction of Engineer. Class PN 1.06.17.7 300 mm dia |
| 39 | Dismantling/ Expansion JointsProviding, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitablefor Sluice valves etc.) as per IS specifications complete of the following sizes including alljointing material, cost of all labour, testing and commissioning Technical Specifications and asper direction of Engineer. Class PN 1.06.17.9 400 mm dia |
| 40 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mmwide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre ofMS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple havingoutside thread of size 1/2 (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.2.23.3 200 mm dia |
| 41 | Supply & Installation of 3 phase ISI marked submersible motor pump set of three staror better rating of BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or asamended up to date of approved make of following duty condition with required accessoriesincluding making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.2.15.6 9.3 KW (12.5 HP) & head above 120 mtr. |
| 42 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including makingconnection etc.2.19.1 3 core 4.0 Sq.mm |
| 43 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade withaluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Classbricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.2.20.2 16.0 Sq.mm, 4 core |
| 44 | Providing & Lowering in tube well ISI marked GI Pipe medium duty ( B class), Steeltube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.2.24.2 50 mm dia Please Enable Macros to View BoQ information |
