| 1722507912000 | 0 | None | None | Water supply/sewage lines | Work of providing and laying 300mm dia NP3 RCC SW line construction new manholes along Narayanpalli Street coming under Coles Park S/stn of AEEC-1-1 sub-dvn(Reserved For SC) | 2040852.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3667077 | 133896 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately | Cum | 322.0 | 322.0 | 141.88 | False | None | None | False | None | False | 45685.36 | 0 | | 3667078 | 133896 | None | code02 | 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 depth upto 1.50m | Cum | 262.0 | 262.0 | 509.35 | False | None | None | False | None | False | 133449.7 | 0 | | 3667079 | 133896 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600mm (Depth upto 1.50m not exceeding 1.5m in width ) 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 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 depth 1.50m to 3.0m | Cum | 331.0 | 331.0 | 4.17 | False | None | None | False | None | False | 1380.27 | 0 | | 3667080 | 133896 | None | code04 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 300 mm dia | Mtr | 1332.0 | 1332.0 | 489.6 | False | None | None | False | None | False | 652147.2 | 0 | | 3667081 | 133896 | None | code05 | 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 | Mtr | 160.0 | 160.0 | 478.93 | False | None | None | False | None | False | 76628.8 | 0 | | 3667082 | 133896 | None | code06 | 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 m3 2,394.00 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 | 2559.0 | 2559.0 | 141.88 | False | None | None | False | None | False | 363070.92 | 0 | | 3667083 | 133896 | None | code07 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, conical in shape at top, with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15M alround the chamber. 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. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying 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 diaCirc. B M.H(BWSSB SR 2023-24, Vol-5, Pg no 191, code 16.15) | Nos | 41568.0 | 41568.0 | 2.0 | False | None | None | False | None | False | 83136.0 | 0 | | 3667084 | 133896 | None | code08 | 1.50mtr Depth on the line NM3,4,5,6, | Nos | 38381.0 | 38381.0 | 4.0 | False | None | None | False | None | False | 153524.0 | 0 | | 3667085 | 133896 | None | code09 | 1.40mtr Depth on the line NMH 7,8,9 | Nos | 36535.0 | 36535.0 | 3.0 | False | None | None | False | None | False | 109605.0 | 0 | | 3667086 | 133896 | None | code10 | 1.30 mtr Depth on the line N NMH10,11,12,13,14 | Nos | 34689.0 | 34689.0 | 5.0 | False | None | None | False | None | False | 173445.0 | 0 | | 3667087 | 133896 | None | code11 | 1.20mtr Depth on the line NMH15,16,17,1 | Nos | 31370.0 | 31370.0 | 4.0 | False | None | None | False | None | False | 125480.0 | 0 | | 3667088 | 133896 | None | code12 | Supplying PVC ringtite pipe confirming to IS 4985-2000 with latest amendments and conveying to worksite, rolling & lowering into trenches, laying true to line and perfect linking at joints, testing and commisioning including loading unloading at both destinations and cuts of pipes wherever necessary including jionting of PVC pipe and specials ( excluding cost of specials) with jointing of approved type. with all labour with all lead & lift inciuding encasing the pipe alround to a depth of not less than 15 cms with soft gravel or selected earth available from the excavation ets. complete and giving necessary hydrallic test to the reqired pressure as per ISS (sontractor will make his own arrangements for provuring water for testing) etc. for BWSSB (sR 2021-22, S No 1.9 code M0101. Page no-134 ( 26./.to be incresed over existing finished rates in BWSSB SR 2021-22)PVC pipes 110mm dia, 6kg/sqcm & class 3 | Mtr | 411.0 | 411.0 | 300.0 | False | None | None | False | None | False | 123300.0 | 0 |
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