| 1719916796000 | 0 | None | None | Water supply/sewage lines | Water Supply Works In Ward No 12,14,16 &15 | 890189.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3435568 | 121779 | None | item_code1 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specifications.All other type of structures | Tonne | 82961.55 | 82961.55 | 0.27 | False | None | None | False | None | False | 22399.6185 | 0 | | 3435569 | 121779 | None | item_code2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6955.3 | 6955.3 | 3.5875 | False | None | None | False | None | False | 24952.13875 | 0 | | 3435570 | 121779 | None | item_code3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 2.1 | False | None | None | False | None | False | 12489.12 | 0 | | 3435571 | 121779 | None | item_code4 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. | Sqm | 1717.8 | 1717.8 | 14.0 | False | None | None | False | None | False | 24049.2 | 0 | | 3435572 | 121779 | None | item_code5 | Compacting Original Ground Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 517.65 | 517.65 | 7.64 | False | None | None | False | None | False | 3954.846 | 0 | | 3435573 | 121779 | None | item_code6 | Construction of sub-grade and earthen shoulders withapproved material obtained from borrow pits with all lifts &leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 433.65 | 433.65 | 5.1 | False | None | None | False | None | False | 2211.615 | 0 | | 3435574 | 121779 | None | item_code7 | Wet Mix Macadam (Plant Mix Method) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2686.95 | 2686.95 | 7.64 | False | None | None | False | None | False | 20528.298 | 0 | | 3435575 | 121779 | None | item_code8 | Precast Cement Concrete Interlocking Blocks : Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) | Cum | 1121.4 | 1121.4 | 51.0 | False | None | None | False | None | False | 57191.4 | 0 | | 3435576 | 121779 | None | item_code9 | Kerb Stones : Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. The cost of PCC shall be paid extra) 300 x 250 x 100 mm size | Each | 318.15 | 318.15 | 135.0 | False | None | None | False | None | False | 42950.25 | 0 | | 3435577 | 121779 | None | item_code10 | Geophysical investigation at site for sinking borewells for supplyi drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner orSchlumbergers’s method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. | Each | 5398.05 | 5398.05 | 1.0 | False | None | None | False | None | False | 5398.05 | 0 | | 3435578 | 121779 | None | item_code11 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 00 To 50.00 Mtr Depth | Mtr | 304.5 | 304.5 | 50.0 | False | None | None | False | None | False | 15225.0 | 0 | | 3435579 | 121779 | None | item_code12 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap withn necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimumworking of compressor for one hour (Excluding cost of casing pipes,collars, cap etc., complete ) 50To 100.00 Mtr Depth | Mtr | 382.2 | 382.2 | 50.0 | False | None | None | False | None | False | 19110.0 | 0 | | 3435580 | 121779 | None | item_code13 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc. complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., complete ) 100 To 150 Mtr depth | Mtr | 406.35 | 406.35 | 10.0 | False | None | None | False | None | False | 4063.5 | 0 | | 3435581 | 121779 | None | item_code14 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete., 200mm Dia(weight of pipe -6.233 kg) | Mtr | 1148.7 | 1148.7 | 12.0 | False | None | None | False | None | False | 13784.4 | 0 | | 3435582 | 121779 | None | item_code15 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For3.00 HP - 90 LPM @ 66 m = 6 STG Outlet Dia - 2.00” | Each | 33023.55 | 33023.55 | 1.0 | False | None | None | False | None | False | 33023.55 | 0 | | 3435583 | 121779 | None | item_code16 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.,1x 3 C X 4.0 Sq.mm | Each | 173.25 | 173.25 | 80.0 | False | None | None | False | None | False | 13860.0 | 0 | | 3435584 | 121779 | None | item_code17 | Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm | Each | 1338.75 | 1338.75 | 1.0 | False | None | None | False | None | False | 1338.75 | 0 | | 3435585 | 121779 | None | item_code18 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Upto 6 HP pumps | Each | 9975.0 | 9975.0 | 1.0 | False | None | None | False | None | False | 9975.0 | 0 | | 3435586 | 121779 | None | item_code19 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm | Each | 3202.5 | 3202.5 | 12.0 | False | None | None | False | None | False | 38430.0 | 0 | | 3435587 | 121779 | None | item_code20 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6457.5 | 6457.5 | 1.0 | False | None | None | False | None | False | 6457.5 | 0 | | 3435588 | 121779 | None | item_code21 | Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. | Job | 1417.5 | 1417.5 | 1.0 | False | None | None | False | None | False | 1417.5 | 0 | | 3435589 | 121779 | None | item_code22 | Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3 x 10 sqmm (suitable for over head mains) | Mtr | 173.25 | 173.25 | 30.0 | False | None | None | False | None | False | 5197.5 | 0 | | 3435590 | 121779 | None | item_code23 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work.In all kinds of soils. Depth upto 1.50m | Cum | 493.5 | 493.5 | 33.75 | False | None | None | False | None | False | 16655.625 | 0 | | 3435591 | 121779 | None | item_code24 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.90mm(weight of pipe -1.313 kg)6 Kg/m2 | Mtr | 295.05 | 295.05 | 100.0 | False | None | None | False | None | False | 29505.0 | 0 | | 3435592 | 121779 | None | item_code25 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Sqm | 128.1 | 128.1 | 27.0 | False | None | None | False | None | False | 3458.7 | 0 | | 3435593 | 121779 | None | item_code26 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge.
Long pattern W.C Pan of size 580x440 mm | Each | 5635.35 | 5635.35 | 4.0 | False | None | None | False | None | False | 22541.4 | 0 | | 3435594 | 121779 | None | item_code27 | Removing the mosaic tiles in patches in area exceeding 10 tiles and not exceeding 5 sqm including removing old tiles preparing surfaces and laying or setting new or old tiles complete including cost of materials, labour, complete as per specifications. | Each | 1627.5 | 1627.5 | 9.0 | False | None | None | False | None | False | 14647.5 | 0 | | 3435595 | 121779 | None | item_code28 | Repairing door and window frames with available wood to the required size. | Each | 793.8 | 793.8 | 4.9 | False | None | None | False | None | False | 3889.62 | 0 | | 3435596 | 121779 | None | item_code29 | Repairing and fixing shutters (panelled or glazed) to doors, windows, ventilators and cupboards | Sqm | 793.8 | 793.8 | 5.4 | False | None | None | False | None | False | 4286.52 | 0 | | 3435597 | 121779 | None | item_code30 | Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-In- Charge.PN - 16 Pipe, SDR 7.4 -20 mm OD | Mtr | 189.0 | 189.0 | 100.0 | False | None | None | False | None | False | 18900.0 | 0 | | 3435598 | 121779 | None | item_code31 | Providing and fixing 3 layer PP-R (Poly Propylene Random Copolymer) pipes confirming to IS.15801, UV stabilized and anti-microbial fusion welded, having thermal stability for hot and cold water supply, including all PP-R plain and brass threaded polypropylene random fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes testing of
joints complete as per direction of Engineer-In- Charge.PN - 16 Pipe, SDR 7.4 -25 mm OD | Mtr | 238.35 | 238.35 | 50.0 | False | None | None | False | None | False | 11917.5 | 0 | | 3435599 | 121779 | None | item_code32 | Supplying heavy gauge PVC conduit pipe dia mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screws. 25 mm dia 2 mm thick | Mtr | 84.0 | 84.0 | 100.0 | False | None | None | False | None | False | 8400.0 | 0 | | 3435600 | 121779 | None | item_code33 | Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately | Cum | 591.15 | 591.15 | 8.55 | False | None | None | False | None | False | 5054.3325 | 0 | | 3435601 | 121779 | None | item_code34 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm whevere necessary as directed, removal of slumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following Strata,Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m | Cum | 359.1 | 359.1 | 29.03 | False | None | None | False | None | False | 10424.673 | 0 | | 3435602 | 121779 | None | item_code35 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 8, 160mm dia. | Mtr | 731.85 | 731.85 | 50.0 | False | None | None | False | None | False | 36592.5 | 0 | | 3435603 | 121779 | None | item_code36 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete for:Pipes of SN 8, 110mm dia. | Mtr | 364.35 | 364.35 | 45.0 | False | None | None | False | None | False | 16395.75 | 0 | | 3435604 | 121779 | None | item_code37 | Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Providing and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Providing and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, de-watering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia:Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.2 M depth & SFRC cover & frame | Cum | 32938.5 | 32938.5 | 1.0 | False | None | None | False | None | False | 32938.5 | 0 | | 3435605 | 121779 | None | item_code38 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. | Each | 4447.8 | 4447.8 | 15.0 | False | None | None | False | None | False | 66717.0 | 0 | | 3435606 | 121779 | None | item_code39 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete 16.23.2 | Each | 2692.2 | 2692.2 | 15.0 | False | None | None | False | None | False | 40383.0 | 0 | | 3435607 | 121779 | None | item_code40 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 19.24 | False | None | None | False | None | False | 3232.32 | 0 | | 3435608 | 121779 | None | item_code41 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For3.00 HP - 90 LPM @ 66 m = 10 STG Outlet Dia - 2.00 | Set | 29518.65 | 29518.65 | 2.0 | False | None | None | False | None | False | 59037.3 | 0 | | 3435609 | 121779 | None | item_code42 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments.,1x 3 C X 4.0 Sq.mm | Mtr | 141.75 | 141.75 | 160.0 | False | None | None | False | None | False | 22680.0 | 0 | | 3435610 | 121779 | None | item_code43 | Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor typ e NOTE: 1) DOLDirect Online Starter 2) S-D- Star Delta Starter Upto 3 HP pumps | Each | 6825.0 | 6825.0 | 2.0 | False | None | None | False | None | False | 13650.0 | 0 | | 3435611 | 121779 | None | item_code44 | Supply and delivery of galvanized mild steel tubes of 6mtr standard length heavy duty (C Class) as per IS 1239 (Part-I) 1990 with latest amendments with ISI Mark (one end fitted with Heavy Duty collar and other end fitted with protective cover) 50 mm | Each | 3202.5 | 3202.5 | 20.0 | False | None | None | False | None | False | 64050.0 | 0 | | 3435612 | 121779 | None | item_code45 | Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. | Job | 6825.0 | 6825.0 | 1.0 | False | None | None | False | None | False | 6825.0 | 0 |
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