| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1706077856000 | 1 | None | None | Water supply/sewage lines | Pump House | 36091.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2281405 | 67047 | None | code01 | Pump House :Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 levelling the excavated earth or sorting & stacking the selected earth for reuse all lead and lift included, including cost of labour, tools, usage of machinery & other appurtenances required to complete the work (All Kind of Soil) | Cum | 81.76 | 81.76 | 1.01 | False | None | None | False | None | False | 82.5776 | 0 | | 2281406 | 67047 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) | Cum | 6007.68 | 6007.68 | 0.33 | False | None | None | False | None | False | 1982.5344 | 0 | | 2281407 | 67047 | None | code03 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as specification as per IS 3620/1979 having compressive strength not less than 3.5n/mm2 for saturated dry sample- For foundation in C.M 1;6 | Cum | 6265.28 | 6265.28 | 1.575 | False | None | None | False | None | False | 9867.816 | 0 | | 2281408 | 67047 | None | code04 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6007.68 | 6007.68 | 0.225 | False | None | None | False | None | False | 1351.728 | 0 | | 2281409 | 67047 | None | code05 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 334.88 | 334.88 | 2.7 | False | None | None | False | None | False | 904.176 | 0 | | 2281410 | 67047 | None | code06 | RCC hume pipe Circular pump house: Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings - Internal dia Mtr. 1200 mm & height of 2.5 Mtr. With Wall thickness 65mm | No | 18369.12 | 18369.12 | 1.0 | False | None | None | False | None | False | 18369.12 | 0 | | 2281411 | 67047 | None | code07 | Erection and positioning of RCC Hume pipe pump house/Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools ,plants and materials etc.,complete as directed by the Engineer in charge of the work. | No | 2107.84 | 2107.84 | 1.0 | False | None | None | False | None | False | 2107.84 | 0 | | 2281412 | 67047 | None | code08 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: | Cum | 151.2 | 151.2 | 9.43 | False | None | None | False | None | False | 1425.816 | 0 |
| | 1706077856000 | 0 | None | None | Water supply/sewage lines | Pumping Machinery for water pumping | 81804.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2281413 | 67048 | None | code01 | Pumping Machinery for water pumping: 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. 3.00 HP - 300 LPM @ 26 m = 2 STG Outlet Dia - 2.50” | No | 28968.8 | 28968.8 | 1.0 | False | None | None | False | None | False | 28968.8 | 0 | | 2281414 | 67048 | None | code02 | 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. | Mtr | 184.8 | 184.8 | 40.0 | False | None | None | False | None | False | 7392.0 | 0 | | 2281415 | 67048 | None | code03 | Supply and delivery at site of brand new best make gate valve as per IS 778/1984 with ISI Mark and as per its latest amendments | No | 1400.0 | 1400.0 | 1.0 | False | None | None | False | None | False | 1400.0 | 0 | | 2281416 | 67048 | None | code04 | 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 | No | 1428.0 | 1428.0 | 1.0 | False | None | None | False | None | False | 1428.0 | 0 | | 2281417 | 67048 | None | code05 | Supply and delivery at site 50mm(2”) dia heavy duty unplasticized PVC Column pipes with heavy duty collars,rubber profile ring,vibration control profile ring,freezing and turbulence free leak proof EPDM ring with ISI mark with its latest amendment | Mtr | 644.0 | 644.0 | 6.0 | False | None | None | False | None | False | 3864.0 | 0 | | 2281418 | 67048 | None | code06 | 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 type NOTE: 1) DOL-Direct Online Starter 2)S-D- Star Delta Starter. Up TO 6 HP | No | 10640.0 | 10640.0 | 1.0 | False | None | None | False | None | False | 10640.0 | 0 | | 2281419 | 67048 | None | code07 | Labour charges for Erection, Electrification and commissioning of Pumpsets, 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 andequipments 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.. | No | 6888.0 | 6888.0 | 1.0 | False | None | None | False | None | False | 6888.0 | 0 | | 2281420 | 67048 | None | code08 | Earthing: Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. | No | 4200.0 | 4200.0 | 1.0 | False | None | None | False | None | False | 4200.0 | 0 | | 2281421 | 67048 | None | code09 | Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments | No | 504.0 | 504.0 | 1.0 | False | None | None | False | None | False | 504.0 | 0 | | 2281422 | 67048 | None | code10 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit.cable in new trench as per IS 1554/ 1988 with latest amendments with ISI mark from KPTCL pole to meter board unit. | Mtr | 151.2 | 151.2 | 100.0 | False | None | None | False | None | False | 15120.0 | 0 | | 2281423 | 67048 | None | code11 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation/bed etc,complete as per specification, with testing of as per instructions of engineer incharge of work. | No | 1400.0 | 1400.0 | 1.0 | False | None | None | False | None | False | 1400.0 | 0 |
| | 1706077856000 | 0 | None | None | Water supply/sewage lines | Construction of Sump (5000 liter) | 48706.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2281424 | 67049 | None | code01 | Construction of Sump (5000 liter):Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 levelling the excavated earth or sorting & stacking the selected earth for reuse all lift and lead included including cost of labour, tools, usage of machinery & other appurtenances required to complete the work (All Kind of Soil) | Cum | 81.76 | 81.76 | 7.67 | False | None | None | False | None | False | 627.0992 | 0 | | 2281425 | 67049 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) M10 Design Mix Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6007.68 | 6007.68 | 0.6 | False | None | None | False | None | False | 3604.608 | 0 | | 2281426 | 67049 | None | code03 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6656.16 | 6656.16 | 0.6 | False | None | None | False | None | False | 3993.696 | 0 | | 2281427 | 67049 | None | code04 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7352.58 | 7352.58 | 1.54 | False | None | None | False | None | False | 11322.9732 | 0 | | 2281428 | 67049 | None | code05 | PProviding Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for fLC.C. work including straightening, cut:ting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Kg | 107.52 | 107.52 | 171.17 | False | None | None | False | None | False | 18404.1984 | 0 | | 2281429 | 67049 | None | code06 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2“O“ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: | No | 8974.56 | 8974.56 | 1.0 | False | None | None | False | None | False | 8974.56 | 0 | | 2281430 | 67049 | None | code07 | Providing two coats of water proof cement painting with approved colour and shade over one coat of primer including necessary scaffolding and scrapping of old paint and stain with wire brushes and cleaning of paint stains etc. wherever necessary for old RCC over head tanks with all lead and lifts etc. complete for: | Sqm | 151.2 | 151.2 | 11.77 | False | None | None | False | None | False | 1779.624 | 0 |
| | 1706077856000 | 0 | None | None | Water supply/sewage lines | Distribution network | 3067348.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2281431 | 67050 | None | code01 | Distribution Network: 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 . 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 all lift and lead included including cost of labour, tools, usage& other appurtenances required to complete the work. In Ordinary soil | Cum | 415.52 | 415.52 | 539.23 | False | None | None | False | None | False | 224060.8496 | 0 | | 2281432 | 67050 | None | code02 | 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 | 217.28 | 217.28 | 2156.93 | False | None | None | False | None | False | 468657.7504 | 0 | | 2281433 | 67050 | None | code03 | Cutting of road surface for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the following classification. Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface. | Cum | 997.92 | 997.92 | 19.33 | False | None | None | False | None | False | 19289.7936 | 0 | | 2281434 | 67050 | None | code04 | Macadam Road | Cum | 913.92 | 913.92 | 48.34 | False | None | None | False | None | False | 44178.8928 | 0 | | 2281435 | 67050 | None | code05 | Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface | Cum | 1065.12 | 1065.12 | 19.33 | False | None | None | False | None | False | 20588.7696 | 0 | | 2281436 | 67050 | None | code06 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0, 63 mm dia | Mtr | 214.61 | 214.61 | 7121.0 | False | None | None | False | None | False | 1528237.81 | 0 | | 2281437 | 67050 | None | code07 | HDPE Grade PE80-PN6.0, 75 mm dia | Mtr | 276.15 | 276.15 | 40.0 | False | None | None | False | None | False | 11046.0 | 0 | | 2281438 | 67050 | None | code08 | Cost of Specials (10%) | No | 153931.5 | 153931.5 | 1.0 | False | None | None | False | None | False | 153931.5 | 0 | | 2281439 | 67050 | None | code09 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) For PN-10: For Suilce Valve of PN -10.0 and 50mm | No | 5044.48 | 5044.48 | 2.0 | False | None | None | False | None | False | 10088.96 | 0 | | 2281440 | 67050 | None | code10 | For Suilce Valve of PN -10.0 and 80mm | No | 8974.56 | 8974.56 | 1.0 | False | None | None | False | None | False | 8974.56 | 0 | | 2281441 | 67050 | None | code11 | Surface Box H4057 MD-KU | No | 2250.0 | 2250.0 | 3.0 | False | None | None | False | None | False | 6750.0 | 0 | | 2281442 | 67050 | None | code12 | 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 | 136.64 | 136.64 | 2156.928 | False | None | None | False | None | False | 294722.64192 | 0 | | 2281443 | 67050 | None | code13 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. Mix 1:3:6 (M20) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6656.16 | 6656.16 | 38.66 | False | None | None | False | None | False | 257327.1456 | 0 | | 2281444 | 67050 | None | code14 | SUB ESTIMATE FOR RCC VALVE CHAMBER 0.50x0.50: Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse all lift and lead included including cost of labour, tools & other appurtenaces required to complete the work | Cum | 208.32 | 208.32 | 4.05 | False | None | None | False | None | False | 843.696 | 0 | | 2281445 | 67050 | None | code15 | Providing and laying in position plain 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, plywood / steel formwork, cost of all materials of quality, labour, Usage charges of machineries, curing and all the other appurtenances required to complete the work as per technical specifications. ( The cost of steel reinforcement shall be paid separately). P&L PCC 1:1.5:3 (20mm aggregates) in foundations incld. shutter, compaction, curing etc.. | Cum | 6220.48 | 6220.48 | 0.12 | False | None | None | False | None | False | 746.4576 | 0 | | 2281446 | 67050 | None | code16 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). RCC M25 Design Mix with 20mm aggregate | Cum | 6855.84 | 6855.84 | 1.2 | False | None | None | False | None | False | 8227.008 | 0 | | 2281447 | 67050 | None | code17 | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for fLC.C. work including straightening, cut:ting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Tonne | 107520.0 | 107520.0 | 0.09 | False | None | None | False | None | False | 9676.8 | 0 |
| | 1706077856000 | 0 | None | None | Water supply/sewage lines | Functional Houehold Tap Connection | 998638.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2281448 | 67051 | None | code01 | SUB ESTIMATE FOR NEW HOUSE HOLD: 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 . 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 andall lift and lead included including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 415.52 | 415.52 | 68.58 | False | None | None | False | None | False | 28496.3616 | 0 | | 2281449 | 67051 | None | code02 | Approved make electro fusion saddle comply with BS EN 12201-3:2011. PN-12.5 rating and food grade raw mateial as per BS 6920 for effect on water qualityintended for human consumpution material of conmstrcution: PE 80 or PE 100 and color of fitting- Blue or Black for water applications, EF taping Saddle is V- Regualted type designed to fuse at a fusion voltage of 40V AC. EF tapping saddel shall have molded SS/ Brass metal female threaded outlet. EF tapping saddle is fused by using a top loading pillar type pressure exerting 1500N (150 kilograms approx.) top load on EF Saddle. Fusion time is 170 secs and cooling time is10mins, Exerted pressure should be removed after completing the 10mins cooling time. 63x20, 75x20, 90x20, 110x20, 140x20(Approved Rate) | No | 392.0 | 392.0 | 127.0 | False | None | None | False | None | False | 49784.0 | 0 | | 2281450 | 67051 | None | code03 | Suppling MDPE Pipe grade PE80 6kg/cm2, 5,3mm thick Complete as per Specification | Mtr | 142.0 | 142.0 | 1270.0 | False | None | None | False | None | False | 180340.0 | 0 | | 2281451 | 67051 | None | code04 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe: Class-B (MEDIUM) For Meter Box to Tap | Mtr | 237.54 | 237.54 | 190.5 | False | None | None | False | None | False | 45251.37 | 0 | | 2281452 | 67051 | None | code05 | For crossing drain 32mm dia | Mtr | 445.21 | 445.21 | 63.5 | False | None | None | False | None | False | 28270.835 | 0 | | 2281453 | 67051 | None | code06 | Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI elbow confirming to IS 1239- II, 1991 with latest amendments if any | No | 53.76 | 53.76 | 254.0 | False | None | None | False | None | False | 13655.04 | 0 | | 2281454 | 67051 | None | code07 | Providing wrought mild steel (galvanized) 15 mm dia GI collar confirming to IS 1239-II, 1991 with latest amendments if any. | No | 53.76 | 53.76 | 254.0 | False | None | None | False | None | False | 13655.04 | 0 | | 2281455 | 67051 | None | code08 | Supply and delivery at site wrought middle steel (galvanized) GI union confirming to IS 1239-II, 1991 with latest amendments if any. | No | 77.28 | 77.28 | 127.0 | False | None | None | False | None | False | 9814.56 | 0 | | 2281456 | 67051 | None | code09 | Flow control valve 5 LPM/10LPM/ 15 LPM Providing, & fixing Flow control Valve Using food Grade materials SS 316 ball /1/2"[15mm]including cost of all materias labourcharges, HOM and testing complete as per following specification. | No | 285.6 | 285.6 | 127.0 | False | None | None | False | None | False | 36271.2 | 0 | | 2281457 | 67051 | None | code10 | Providing and fixing PTMT stop cock of approved quality and colour 15 mm nominal bore, 86 mm long, weighing not less than 88 g | No | 159.04 | 159.04 | 127.0 | False | None | None | False | None | False | 20198.08 | 0 | | 2281458 | 67051 | None | code11 | Supplying and fixing Multijet class B inferential type, AMR compatible water meters with IP 68 protection totalizer confoming to IS 779 withits latest amendments of following size to service connections including conveying and fixing of necessary G.I. specials with appurtenances. complete, with all lead and lift. | No | 1846.88 | 1846.88 | 127.0 | False | None | None | False | None | False | 234553.76 | 0 | | 2281459 | 67051 | None | code12 | Supply and fixing of HDPE water meter box with locking arrangement to protect the water meter of Class ‘B’ Multijet type of size 15 to 32 mm including HDPE box with base dia 300mm x lid dia 200mm x height 250mm with openable lid and the cover is buried below GL with lid flush with GL including earth work excavation for 600mm x 600mm and base sand filling for 100mm thick over which the cover is placed and enclosed by PCC 1:2:4 using 12-20mm BG jelly for an height of 150mm and refilling with excavated earth for balance 100mm height, disposal of excess earth with all lead and lifts with appurtenances complete as per drawing enclosed. | No | 570.08 | 570.08 | 127.0 | False | None | None | False | None | False | 72400.16 | 0 | | 2281460 | 67051 | None | code13 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore | No | 365.12 | 365.12 | 127.0 | False | None | None | False | None | False | 46370.24 | 0 | | 2281461 | 67051 | None | code14 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant ,curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc.,complete. as per thedirections of the Engineer-in-charge of the work. | Cum | 6890.24 | 6890.24 | 3.91 | False | None | None | False | None | False | 26940.8384 | 0 | | 2281462 | 67051 | None | code15 | Providing stand post to FHTC :Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse all lift and lead included including cost of labour, tools, usage & other appurtenances required to complete the work. | Cum | 256.48 | 256.48 | 8.57 | False | None | None | False | None | False | 2198.0336 | 0 | | 2281463 | 67051 | None | code16 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges ofmachinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6656.16 | 6656.16 | 8.57 | False | None | None | False | None | False | 57043.2912 | 0 | | 2281464 | 67051 | None | code17 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes , labour, strutting, plywood / steel form work , Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) (Minimum cement content: 340 kgs (6.80 bags)). RCC M25 Design Mix with 20mm aggregate | Cum | 7006.72 | 7006.72 | 10.88 | False | None | None | False | None | False | 76233.1136 | 0 | | 2281465 | 67051 | None | code18 | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for fLC.C. work including straightening, cut:ting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Tonne | 107520.0 | 107520.0 | 0.2794 | False | None | None | False | None | False | 30041.088 | 0 | | 2281466 | 67051 | None | code19 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Centimeter | 3.36 | 3.36 | 6350.0 | False | None | None | False | None | False | 21336.0 | 0 | | 2281467 | 67051 | None | code20 | Providing and fixing of typical Logo board as perspecifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted withMS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will bewelded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Gradeof 600*600*600 mm, 450 mm below ground level.RetroReflecting Sheet as per IRC:67 made of encapsulatedlens type reflective sheeting vide Clause 1701.2.3 fixedover aluminium sheeting.All sections of steel tube will bepainted with primer and two coats of epoxy paint as perdrawing. | No | 5785.65 | 5785.65 | 1.0 | False | None | None | False | None | False | 5785.65 | 0 |
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