| 1726071349000 | 0 | None | None | Water supply/sewage lines | Construction of UGD line and machinehole and providing interlock in 4th cross road in ward no 3 of TMC Bommasandra limits. | 296460.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3962649 | 153539 | None | 001 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 levelling theexcavated 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 appurtenances required to complete the work. (P.No. 8, It.No. 1.12 of CSR 2023-24 Volume 1) | Cum | 97.85 | 97.85 | 28.75 | False | None | None | False | None | False | 2813.1875 | 0 | | 3962650 | 153539 | None | 002 | 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 | 28.75 | False | None | None | False | None | False | 2517.0625 | 0 | | 3962651 | 153539 | None | 003 | 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 2023-24 VOL:3 P.NO.26 I.NO:4.17) | Cum | 2635.77 | 2635.77 | 17.25 | False | None | None | False | None | False | 45467.0325 | 0 | | 3962652 | 153539 | None | 004 | 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:383:2016:, 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.(P.No. 149, It.No. 16.28 of CSR 2023-24 Volume 3) | Cum | 6956.62 | 6956.62 | 2.25 | False | None | None | False | None | False | 15652.395 | 0 | | 3962653 | 153539 | None | 005 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in
required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification).(P.No. 51, It.No. 6.8.2 of CSR 2023-24 Volume 3) | Sqm | 1195.83 | 1195.83 | 100.0 | False | None | None | False | None | False | 119583.0 | 0 | | 3962654 | 153539 | None | 006 | 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 (Page No.6, Item No.1.6.1,PWD SR 2023-24) | Cum | 498.52 | 498.52 | 28.59 | False | None | None | False | None | False | 14252.6868 | 0 | | 3962655 | 153539 | None | 007 | 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. for Constructing Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.0 M depth & SFRC cover & frame (Page No.192, Item No.16.15.1, Water supply and UGD Common SR 2023-24) | Each | 29918.41 | 29918.41 | 2.0 | False | None | None | False | None | False | 59836.82 | 0 | | 3962656 | 153539 | None | 008 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with
all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing. (Page No.187, Item No. 16.1.4 Water supply and UGD Common SR 2023-24) do 230mm | Rmtr | 908.46 | 908.46 | 40.0 | False | None | None | False | None | False | 36338.4 | 0 |
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