| 1727329528000 | 0 | None | None | Water supply/sewage lines | Work of providing and laying of 250mm dia DWC HDPE pipeline with construction of new manholes at Arunachalam Madaliyar Road coming under Coles Park S/stn of AEEC-1-1 sub-dvn | 1694965.69 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4078987 | 158747 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately | Cum | 563.0 | 563.0 | 56.43 | False | None | None | False | None | False | 31770.09 | 0 | | 4078988 | 158747 | 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. 0 to 1.5mtrs depth | Cum | 262.0 | 262.0 | 185.82 | False | None | None | False | None | False | 48684.84 | 0 | | 4078989 | 158747 | None | code03 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water | Mtr | 1129.0 | 1129.0 | 250.8 | False | None | None | False | None | False | 283153.2 | 0 | | 4078990 | 158747 | None | code04 | 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 | 173.51 | False | None | None | False | None | False | 27761.6 | 0 | | 4078991 | 158747 | None | code05 | 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 | 56.43 | False | None | None | False | None | False | 144404.37 | 0 | | 4078992 | 158747 | None | code06 | 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6217.0 | 6217.0 | 20.064 | False | None | None | False | None | False | 124737.888 | 0 | | 4078993 | 158747 | None | code07 | 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 | 90.0 | False | None | None | False | None | False | 36990.0 | 0 | | 4078994 | 158747 | None | code08 | Providing size stone masonry with hard stone in foundation & plinth with cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6389.0 | 6389.0 | 40.5 | False | None | None | False | None | False | 258754.5 | 0 | | 4078995 | 158747 | None | code09 | 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: 1.50 Mtr Depth | No | 23935.0 | 23935.0 | 1.0 | False | None | None | False | None | False | 23935.0 | 0 | | 4078996 | 158747 | None | code10 | Removal of unserviceable soil with desposal upto a suitable distance as directed by the engineer incharge ofr work: | Cum | 85.0 | 85.0 | 17.72 | False | None | None | False | None | False | 1506.2 | 0 | | 4078997 | 158747 | None | code11 | 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 | 18.0 | False | None | None | False | None | False | 522846.0 | 0 | | 4078998 | 158747 | None | code12 | Additional depth 1.0 to 2.0 mtrs in 0.10m decimals | Nos | 3173.7 | 3173.7 | 60.0 | False | None | None | False | None | False | 190422.0 | 0 |
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