| 1722248829000 | 0 | None | None | Water /sewage treatment tanks | Construction of Alterantive under gound Sewarge water tank for public of BN Reddy layout at TMC Bommasandra Limits. | 1058397.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3638503 | 132433 | None | 001 | Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). (P.No. 48, I.No. 3.3 of CSR 2023-24 Volume 5) | Cum | 1191.71 | 1191.71 | 23.6 | False | None | None | False | None | False | 28124.356 | 0 | | 3638504 | 132433 | None | 002 | 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 (P.No. 06, I.No. 1.6.1 of CSR 2023-24 Volume 1) | Cum | 498.52 | 498.52 | 46.8 | False | None | None | False | None | False | 23330.736 | 0 | | 3638505 | 132433 | None | 003 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (P.No. 10, I.No. 1.17.1 of CSR 2023-24 Volume 1) | Cum | 105.06 | 105.06 | 110.63 | False | None | None | False | None | False | 11622.7878 | 0 | | 3638506 | 132433 | None | 004 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of workl (P.No. 17, I.No. 3.1 of CSR 2023-24 Volume 3) | Cum | 87.55 | 87.55 | 181.03 | False | None | None | False | None | False | 15849.1765 | 0 | | 3638507 | 132433 | None | 005 | 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, 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 ecifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (P.No. 15, It.No. 2.1.3 of CSR 2023-24 Volume 1) | Cum | 6168.67 | 6168.67 | 6.75 | False | None | None | False | None | False | 41638.5225 | 0 | | 3638508 | 132433 | None | 006 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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 steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No. 16, It.No. 2.4.2 of CSR 2023-24 Volume 3) | Cum | 6512.69 | 6512.69 | 33.12 | False | None | None | False | None | False | 215700.2928 | 0 | | 3638509 | 132433 | None | 007 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. Well foundation consider 20% (as per specification. PWD CSR 2023-24 Vol:1 P.NO.111 I.No: 6) | Cum | 1302.54 | 1302.54 | 33.12 | False | None | None | False | None | False | 43140.1248 | 0 | | 3638510 | 132433 | None | 008 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (P.No. 7, It.No. 1.9 of CSR 2023-24 Volume 1) | Cum | 273.98 | 273.98 | 19.8 | False | None | None | False | None | False | 5424.804 | 0 | | 3638511 | 132433 | None | 009 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (P.No. 18, It.No. 2.11.H of CSR 2023-24 Volume 1) | MT | 81381.33 | 81381.33 | 3.312 | False | None | None | False | None | False | 269534.96496 | 0 | | 3638512 | 132433 | None | 010 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (P.No. 177, It.No. 17.14 of CSR 2023-24 Volume 2) | Sqm | 1205.1 | 1205.1 | 54.0 | False | None | None | False | None | False | 65075.4 | 0 | | 3638513 | 132433 | None | 011 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying 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 including 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 specials 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. HDPE Grade PE80-PN16.0, 63mm dia Note: Upto 110mm dia Coil shall be used. (P.No. 95, It.No. 9.5.1 of CSR 2023-24 Volume 5) | Mtr | 336.81 | 336.81 | 130.0 | False | None | None | False | None | False | 43785.3 | 0 | | 3638514 | 132433 | None | 012 | Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work. For 5.00 HP - 90 LPM @ 110 m = 15 STG Outlet Dia - 2.00" (P151/Ino: 13.11.1) | Each | 33101.11 | 33101.11 | 1.0 | False | None | None | False | None | False | 33101.11 | 0 | | 3638515 | 132433 | None | 013 | Wet Mix Macadam (Plant mix method): 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 (PWD SR 2021-22 VOL:3 P.NO.24 I.NO:4.27) | Cum | 2465.82 | 2465.82 | 19.95 | False | None | None | False | None | False | 49193.109 | 0 | | 3638516 | 132433 | None | 014 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. PWD SR 2021-22 VOL:3 P.NO.139 I.NO:20.29 (Rate as per 2nd Quarter issue rate on 7-7-2022) | Cum | 6707.36 | 6707.36 | 19.95 | False | None | None | False | None | False | 133811.832 | 0 | | 3638517 | 132433 | None | 015 | 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, dewatering, 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. 1.5M depth & SFRC cover & frame (Page No.192, Item No. 16.15.6 Water supply and UGD Common SR 2023-24) | Each | 39532.43 | 39532.43 | 2.0 | False | None | None | False | None | False | 79064.86 | 0 |
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