| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1708582296000 | 0 | None | None | Water supply/sewage lines | RISING MAIN | 871052.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2749022 | 87511 | None | code01 | 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 as per direction of the Engineer-in-charge of the work | Cum | 463.75 | 463.75 | 42.43 | False | None | None | False | None | False | 19676.9125 | 0 | | 2749023 | 87511 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m complete as per direction of the Engineer-in-charge of the work | Cum | 242.5 | 242.5 | 387.96 | False | None | None | False | None | False | 94080.3 | 0 | | 2749024 | 87511 | None | code03 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for Cutting in Cement concrete road surface complete as per direction of the Engineer-in-charge of the work | Cum | 951.0 | 951.0 | 0.68 | False | None | None | False | None | False | 646.68 | 0 | | 2749025 | 87511 | None | code04 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and onveying 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 ncluding 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 pecials 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, 110mm dia complete as per direction of the Engineer-in-charge of the work | Rmtr | 452.4 | 452.4 | 850.0 | False | None | None | False | None | False | 384540.0 | 0 | | 2749026 | 87511 | None | code05 | Providing and installing at site of work P.V.C. pipes including cost ofpipes 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 110mm dia PVC 6KSC complete as per direction of the Engineer-in-charge of the work | Rmtr | 496.44 | 496.44 | 250.0 | False | None | None | False | None | False | 124110.0 | 0 | | 2749027 | 87511 | None | code06 | Attending to leaking socket / spigots joints in CI / DI pipes in all types of road surfaces including concrete and asphalt roads, with necessary earth work excavation including using of pneumatic breakers and JCB excavator wherever required for jointing DI MJ clamp and its accessories such as rubber gaskets made of SBR / EPDM on the socket face, making the socket / spigot joint water tight at the operating pressure, backfilling with available earth and consolidation and bailing out water wherever necessary etc.complete 110 mm dia complete as per direction of the Engineer-in-charge of the work | No | 722.0 | 722.0 | 13.0 | False | None | None | False | None | False | 9386.0 | 0 | | 2749028 | 87511 | None | code07 | 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 Heavy Duty complete as per direction of the Engineer-in-charge of the work
GI pipe: | No | 886.0 | 886.0 | 60.0 | False | None | None | False | None | False | 53160.0 | 0 | | 2749029 | 87511 | None | code08 | 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 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: complete as per direction of the Engineer-in-charge of the work | No | 22469.0 | 22469.0 | 2.0 | False | None | None | False | None | False | 44938.0 | 0 | | 2749030 | 87511 | None | code09 | Supplying and fixing kinetic AIR VALVE PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside 150 mm dia complete as per direction of the Engineer-in-charge of the work | No | 11840.0 | 11840.0 | 2.0 | False | None | None | False | None | False | 23680.0 | 0 | | 2749031 | 87511 | None | code10 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.. complete as per direction of the Engineer-in-charge of the work | Kg | 136.0 | 136.0 | 828.32 | False | None | None | False | None | False | 112651.52 | 0 | | 2749032 | 87511 | None | code11 | 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. | Cum | 6152.0 | 6152.0 | 0.68 | False | None | None | False | None | False | 4183.36 | 0 |
| | 1708582296000 | 0 | None | None | Water supply/sewage lines | DISTRIBUTION LINE | 569087.53 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2749033 | 87512 | None | code01 | 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 complete as per direction of the Engineer-in-charge of the work | Cum | 463.75 | 463.75 | 585.71 | False | None | None | False | None | False | 271623.0125 | 0 | | 2749034 | 87512 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils 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 & boning rods at every 100 mm whevere necessary as directed, removal of stumps 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 etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m Ordinary soil/Hard soil complete as per direction of the Engineer-in-charge of the work | Cum | 194.0 | 194.0 | 77.58 | False | None | None | False | None | False | 15050.52 | 0 | | 2749035 | 87512 | None | code03 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications forCutting in Cement concrete road surface complete as per direction of the Engineer-in-charge of the work | Cum | 951.0 | 951.0 | 8.0 | False | None | None | False | None | False | 7608.0 | 0 | | 2749036 | 87512 | None | code04 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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. for: 63mm - 4 Kg /Cm2 PVC complete as per direction of the Engineer-in-charge of the work | Rmtr | 121.0 | 121.0 | 1542.0 | False | None | None | False | None | False | 186582.0 | 0 | | 2749037 | 87512 | None | code05 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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) etc75mm - 4 Kg /Cm2 PVC complete as per direction of the Engineer-in-charge of the work | Rmtr | 168.0 | 168.0 | 132.0 | False | None | None | False | None | False | 22176.0 | 0 | | 2749038 | 87512 | None | code06 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 90mm - 4 Kg /Cm2 PVC complete as per direction of the Engineer-in-charge of the work | Rmtr | 219.0 | 219.0 | 50.0 | False | None | None | False | None | False | 10950.0 | 0 | | 2749039 | 87512 | None | code07 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 steelreinforcement, dowel bars & formwork to be paid separately) complete as per direction of the Engineer-in-charge of the work | Cum | 6122.0 | 6122.0 | 9.0 | False | None | None | False | None | False | 55098.0 | 0 |
| | 1708582296000 | 0 | None | None | Water supply/sewage lines | Functional Household Tap Connection | 169057.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2749040 | 87513 | None | code01 | Earthwork excavation for pipeline trenches including depositing on bank upto a lead of 50 mtrs and depth up to 2.00 mtrs. Including shoring and strutting, danger lighting and using sight rails and boning rods at every 100 mtrs. Wherever necessary as directed in the following strata.For MDPE pipeFor GI pipe & platform (Manual Means) complete as per direction of the Engineer-in-charge of the work | Cum | 275.1 | 275.1 | 62.64 | False | None | None | False | None | False | 17232.264 | 0 | | 2749041 | 87513 | None | code02 | Providing and fixing in position PVC service as per S 7834/1987 and fabrigated as per IG124 /1984 ISI mark with its latest amendment 63 mm complete as per direction of the Engineer-in-charge of the work | Cum | 94.5 | 94.5 | 87.0 | False | None | None | False | None | False | 8221.5 | 0 | | 2749042 | 87513 | None | code03 | Providing and fixing to wall, ceiling and floor, medium density polyethylene pipes 6.00 kgs/sq.cm working pressure of outside diameter with special flange, compression type fittings, wall clips, making good the wall, ceiling and floor including cost of all materials, labour charges, HOM and testing complete as per specifications. complete as per direction of the Engineer-in-charge of the work | Rmtr | 112.35 | 112.35 | 261.0 | False | None | None | False | None | False | 29323.35 | 0 | | 2749043 | 87513 | None | code04 | PP Make Female Threaded Elbow with SS304/ Brass/Plastic inserts suitable for a Pressure Rating PN16 (FTE 90 deg ) 20x15mm ( inch)(market rate) complete as per direction of the Engineer-in-charge of the work | Each | 85.0 | 85.0 | 261.0 | False | None | None | False | None | False | 22185.0 | 0 | | 2749044 | 87513 | None | code05 | Supply and delivery at site wrought middle steel (galvanized) 15 mm dia GI union confirming to IS 1239-II, 1991 with latest amendments if any 15 mm dia GI union complete as per direction of the Engineer-in-charge of the work | Each | 55.0 | 55.0 | 174.0 | False | None | None | False | None | False | 9570.0 | 0 | | 2749045 | 87513 | None | code06 | Supplying,laying,jointing ,testing and commissioning of G.I. Pipes conforming to IS 1239:1990 with latest amendments, including fixing Collars, Elbows, Tees, bends, Glad Cocks and other Fittings (Excluding Cost of Specials) with Cuts and Threads wherever necessary including conveying the materials to workspot, including testing for water tightness with all lead and lifts etc complete (Contractor shall make his own arrangements for procuring water for testing) complete as per direction of the Engineer-in-charge of the work | Rmtr | 132.3 | 132.3 | 104.4 | False | None | None | False | None | False | 13812.12 | 0 | | 2749046 | 87513 | None | code07 | Flow control Valve 10 LPM : Providing, & fixing Flow control valve using food grade materials SS 316 ball / 1/2 " [15mm] including cost of all materials, labour charges, HOM and testing complete as per of following specification. The FCV nominal design is for 10Ltr/Min. Discharges at 0.5 bar pressure loss and should not exceed the flow the range of 7 Lit /Min at 1 bar or more pressure. MOC of valve - Food grade stainless steel SS-316. MOC of Ball stainless steel-316. Flow direction arrow embossed on its outside surface. The Valve should act as flow control valve and non- return valve. complete as per direction of the Engineer-in-charge of the work | No | 280.0 | 280.0 | 40.0 | False | None | None | False | None | False | 11200.0 | 0 | | 2749047 | 87513 | None | code08 | KSRB13-6.1 Providing and fixing in position brass bib cock of approved quality nominal bore including cost of all materials, labour and HOM with all leads complete as per specifications. Specification No.KBS 13.2.2/13.3 complete as per direction of the Engineer-in-charge of the work | Each | 199.5 | 199.5 | 87.0 | False | None | None | False | None | False | 17356.5 | 0 | | 2749048 | 87513 | None | code09 | Refilling the basement and pipeline trenches with selected available earth from trench excavation including watering, Consolidation in layers of 15 cm thick including disposing of the surplus earth with all lead & lifts. (Compacting with vibro roller) complete as per direction of the Engineer-in-charge of the work | Cum | 108.15 | 108.15 | 62.64 | False | None | None | False | None | False | 6774.516 | 0 | | 2749049 | 87513 | None | code10 | Providing and laying in position plain cement concrete of mix M20 with OPC cement @ 300kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.43cum, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation,plinth and cills, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Reconcreting for CC road Reconcreting Asphalt road complete as per direction of the Engineer-in-charge of the work | Cum | 5644.8 | 5644.8 | 4.7 | False | None | None | False | None | False | 26530.56 | 0 | | 2749050 | 87513 | None | code11 | Painting New Letter and Figures of any Shade with synthetic enamel paint black or any other approved colour to give an even shade complete as per specifications. (“i) Hindi (Matras commas and the like not to be measured and paid for half letter shall be counted as half) “ MORTH Specification No. complete as per direction of the Engineer-in-charge of the work | No | 1.05 | 1.05 | 6525.0 | False | None | None | False | None | False | 6851.25 | 0 |
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