| 1708678133000 | 0 | None | None | Other Works | Construction of UGD work at ST Community people area in Indira badavane at ward no.5( 2,3 and 4th cross) | 1784850.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2782923 | 88826 | None | Common SR 2023-24, Volume-III, It.No-2.18 II.B Pg | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for Granular Course - By Mechanical Means | Cum | 55.65 | 55.65 | 68.25 | False | None | None | False | None | False | 3798.1125 | 0 | | 2782924 | 88826 | None | Common SR 2023-24, Volume-III, It.No-2.19 Pg.12 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications for Dismanteling of Cement Concrete Pavement | Cum | 591.15 | 591.15 | 159.25 | False | None | None | False | None | False | 94140.6375 | 0 | | 2782925 | 88826 | None | Common SR 2023-24, Volume-I It.No-1.17.1 Pg 10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means 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 wherever 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. - 50% of EWE | Cum | 275.1 | 275.1 | 481.5 | False | None | None | False | None | False | 132460.65 | 0 | | 2782926 | 88826 | None | Common SR 2023-24, Volume-I It.No-1.19.1 Pg 10 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means 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 wherever 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 Ordinary/soft Rock (without requiring blasting) - 20% of EWE | Cum | 476.7 | 476.7 | 192.6 | False | None | None | False | None | False | 91812.42 | 0 | | 2782927 | 88826 | None | Common SR 2023-24, Volume-I It.No-1.21.5 Pg 11 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means 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 wherever 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 Hard Rock (Blasting Prohibited) - 30% of EWE | Cum | 1064.7 | 1064.7 | 288.9 | False | None | None | False | None | False | 307591.83 | 0 | | 2782928 | 88826 | None | Common SR 2023-24, Volume-I, It.No-2.1.6 Pg 15 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6555.15 | 6555.15 | 5.4 | False | None | None | False | None | False | 35397.81 | 0 | | 2782929 | 88826 | None | Common SR 2023-24 Volume-V, It.No-10.2.8 Pg 114 | 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:110 mm dia SN 8 for HSC connection | Mtr | 364.35 | 364.35 | 1500.0 | False | None | None | False | None | False | 546525.0 | 0 | | 2782930 | 88826 | None | Common SR 2023-24 Volume-I, It.No-1.10 Pg 7 | 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 | 963.0 | False | None | None | False | None | False | 161784.0 | 0 | | 2782931 | 88826 | None | Common SR 2023-24 Volume-5, It.No-10.11.8 Pg 118 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendment:110mm dia PVC Bend | Each | 516.6 | 516.6 | 288.0 | False | None | None | False | None | False | 148780.8 | 0 | | 2782932 | 88826 | None | Common SR 2023-24 Volume-5, It.No-10.10.8 Pg 117 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments:110mm dia PVC Tee | Each | 263.55 | 263.55 | 288.0 | False | None | None | False | None | False | 75902.4 | 0 | | 2782933 | 88826 | None | Common SR 2023-24 Volume-5, It.No-10.13.8 Pg 119 | Supply and delivery at site special moulded variety 110 mm dia PVC REDUCER as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments:110mm dia PVC REDUCER | Each | 274.05 | 274.05 | 288.0 | False | None | None | False | None | False | 78926.4 | 0 | | 2782934 | 88826 | None | Common SR 2023-24 Volume-5, It.No-10.8.8 Pg 116 | Supplying of special moulded variety PVC couplers as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark and with its latest amendments to walk site etc. complete:110mm dia PVC couplers | Each | 179.55 | 179.55 | 288.0 | False | None | None | False | None | False | 51710.4 | 0 | | 2782935 | 88826 | None | Common SR 2023-24 Volume-1, It.No-1.8 Pg 7 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling,water,all materials,usage& all other appurtenaces required
to complete the work. | Cum | 497.7 | 497.7 | 9.0 | False | None | None | False | None | False | 4479.3 | 0 | | 2782936 | 88826 | None | Common SR 2023-24 Volume-V, It.No-16.28 Pg 198 | Repairs to machineholes for different depths including removal of debris,levelling the brickmasonary , construction of brick masonary upto ground level,providing CC coping alround the Machinehole cover plstering both inside and outside to the brick masonary and fixing of machine hole frame and cover curing refilling with appurtenances complete. | Each | 17180.1 | 17180.1 | 3.0 | False | None | None | False | None | False | 51540.3 | 0 |
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