| 1727334348000 | 0 | None | None | Water supply/sewage lines | Work of P/L 300mm dia NP3 RCC pipeline inplace of fully damaged/silted 230mm dia SW line with construction of new manholes and reconstruction of damaged manholes From 11th Main Road, Vasanthanagar to linking 8th Main Road, Vasanthanagar coming under HGR S/stn of AEEC-1-1 sub-dvn | 1437446.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4080241 | 158805 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials
separatel a. Bituminous cours | Cum | 322.0 | 322.0 | 60.8 | False | None | None | False | None | False | 19577.6 | 0 | | 4080242 | 158805 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm (Depth upto 1.50m not exceeding 1.5m in width ) trench width as per drawing and technical pecifications, 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 | 243.19 | False | None | None | False | None | False | 63715.78 | 0 | | 4080243 | 158805 | None | code03 | 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 1.50m to 3m | Cum | 311.0 | 311.0 | 157.81 | False | None | None | False | None | False | 49078.91 | 0 | | 4080244 | 158805 | None | code04 | Providing 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 300mm dia | Mtr | 1332.0 | 1332.0 | 210.5 | False | None | None | False | None | False | 280386.0 | 0 | | 4080245 | 158805 | 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 | 369.93 | False | None | None | False | None | False | 59188.8 | 0 | | 4080246 | 158805 | 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 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 | 60.8 | False | None | None | False | None | False | 155587.2 | 0 | | 4080247 | 158805 | None | code07 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means | Sqm | 53.0 | 53.0 | 162.13 | False | None | None | False | None | False | 8592.89 | 0 | | 4080248 | 158805 | None | code08 | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously
prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and
501.7 to achieve the desired compaction | Cum | 7735.0 | 7735.0 | 10.54 | False | None | None | False | None | False | 81526.9 | 0 | | 4080249 | 158805 | None | code09 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared
bituminous surface cleaned with mechanical broom. Tack coat on Bituminous surface | Sqm | 12.0 | 12.0 | 162.13 | False | None | None | False | None | False | 1945.56 | 0 | | 4080250 | 158805 | None | code10 | Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of
specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work
site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MORTH specification | Cum | 10705.0 | 10705.0 | 5.67 | False | None | None | False | None | False | 60697.35 | 0 | | 4080251 | 158805 | None | code11 | Providing 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.PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Mtr | 411.0 | 411.0 | 80.0 | False | None | None | False | None | False | 32880.0 | 0 | | 4080252 | 158805 | None | code12 | Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specifications. The existing ring, cover and CC beeding to be used. For 1.2M dia: 1.80 Mtr Depth on the MH 1 | Nos | 28951.6 | 28951.6 | 1.0 | False | None | None | False | None | False | 28951.6 | 0 | | 4080253 | 158805 | None | code13 | 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. 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. Constructing Brick Masonry Circular Machinehole 1.2 m internal dia., 1.0 M depth & SFRC cover & frame. | Nos | 29047.0 | 29047.0 | 1.0 | False | None | None | False | None | False | 29047.0 | 0 | | 4080254 | 158805 | None | code14 | 1.00 to 2.00mtr depth | Nos | 3173.7 | 3173.7 | 1.0 | False | None | None | False | None | False | 3173.7 | 0 | | 4080255 | 158805 | None | code15 | 2.0mtr depth MHs | Nos | 60784.0 | 60784.0 | 8.0 | False | None | None | False | None | False | 486272.0 | 0 | | 4080256 | 158805 | None | code16 | Additional depth 2.0 to 3.0mtr | Nos | 2853.2 | 2853.2 | 26.0 | False | None | None | False | None | False | 74183.2 | 0 | | 4080257 | 158805 | None | code17 | Removal of unserviceable soil with disposal upto a suitable distance as directed by the engineer incharge ofr work: | Cum | 85.0 | 85.0 | 31.08 | False | None | None | False | None | False | 2641.8 | 0 |
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