| 1725105937000 | 0 | None | None | Other Works | Construction of C C Road and Drain in ward no 20 Bujangeswara Badavande 3rd Cross at Chamarajanagara CMC Limits. | 442359.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3896561 | 149960 | None | 1.16.2 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. (Common SR-2023-24, Vol-1, Page no-9, I.No-1.16.2) | Cum | 489.25 | 489.25 | 50.05 | False | None | None | False | None | False | 24486.9625 | 0 | | 3896562 | 149960 | None | 2.1.3 | 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. (Common SR-2023-24, Vol-1, Page no-15, I.No-2.1.3) | Cum | 6168.67 | 6168.67 | 7.7 | False | None | None | False | None | False | 47498.759 | 0 | | 3896563 | 149960 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR-2023-24, Vol-1, Page no-16, I.No-2.4.2) | Cum | 8725.74 | 8725.74 | 17.6 | False | None | None | False | None | False | 153573.024 | 0 | | 3896564 | 149960 | None | 2.11H | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Common SR-2023-24, Vol-1, Page no-18, I.No-2.11H) | MT | 81381.33 | 81381.33 | 0.88 | False | None | None | False | None | False | 71615.5704 | 0 | | 3896565 | 149960 | None | 1.19.1 | Earth work excavation for pipeline trenches 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 and all other appurtenances to complete in the following strata.Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m (Common SR-2023-24, Vol-1, Page no-10, I.No-1.19.1) | Cum | 467.62 | 467.62 | 61.92 | False | None | None | False | None | False | 28955.0304 | 0 | | 3896566 | 149960 | None | 16.15.6 | 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. for 1.2mm Constructing Brick Masonry Circular Machinehole 1.2 m internal dia. , 1.5M depth frc cover & frame. (Common SR-2023-24, Vol-5, Page no-192, I.No-16.15.6 | Each | 39532.43 | 39532.43 | 2.0 | False | None | None | False | None | False | 79064.86 | 0 | | 3896567 | 149960 | None | 10.2.10 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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. complete for:Pipes of SN 8, 160mm dia.( Common SR-2023-24,vol-5 Page no-114, I.No-10.2.10) | Mtr | 423.33 | 423.33 | 50.0 | False | None | None | False | None | False | 21166.5 | 0 | | 3896568 | 149960 | None | 1.1 | 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 (I.No.1.1 P.No.8) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. I | Cum | 164.8 | 164.8 | 97.08 | False | None | None | False | None | False | 15998.784 | 0 |
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