| 1725254214000 | 0 | None | None | Other Works | Construction of CC Drain in Yelandur Town Balepet 10th Ward Dasegieri Beedhi Hosa Badavane Rangaiah House to Govinda House Puttaraju House to Somaraju House and 5th Ward N H Road Kishore Shop to Yelekeri Beedhi Religieri Ranganayaka House construction of CC Drain adn CC Road Developement in 4th Ward Gowtham Badavane Ramamindara Subbanna Char Land | 627487.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3900025 | 150213 | None | 1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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, tools & other appurtenaces required to complete the work (CSR OF 2023-24, Pg-5, I-1.4.1) | Cum | 249.26 | 249.26 | 122.48 | False | None | None | False | None | False | 30529.3648 | 0 | | 3900026 | 150213 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1) | Cum | 87.55 | 87.55 | 122.48 | False | None | None | False | None | False | 10723.124 | 0 | | 3900027 | 150213 | None | 3.10 | Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming etc.,complete with all lead and all lifts. (CSR vol-4 OF 2021-22, Pg-48, I-3.10) | Cum | 2163.0 | 2163.0 | 1.2 | False | None | None | False | None | False | 2595.6 | 0 | | 3900028 | 150213 | None | 3.1 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD SR 2023-24 Vol:1 P.NO.7 I.No:3.1) | Cum | 488.22 | 488.22 | 21.83 | False | None | None | False | None | False | 10657.8426 | 0 | | 3900029 | 150213 | None | 2.1.2 | 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 specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (CSR vol-1 OF 2023-24, Pg-15, I-2.1.2) | Cum | 6006.96 | 6006.96 | 14.96 | False | None | None | False | None | False | 89864.1216 | 0 | | 3900030 | 150213 | None | 2.4.2 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse
aggregates (CSR VOL-1 OF 2023-24, Pg-16, I-2.4.2) | Cum | 7171.43 | 7171.43 | 38.49 | False | None | None | False | None | False | 276028.3407 | 0 | | 3900031 | 150213 | None | 9.30 | Supplying, Fitting and Placing un-coated TMT Fe 500 & above bar Reinforcement in Foundation / Sub Structure/ super structure complete as per Drawing and Technical Specifications. (Common SR (Volume -3)- 2023-24Item No. 9.30, Page no.71) | Tonne | 92140.71 | 92140.71 | 1.25 | False | None | None | False | None | False | 115175.8875 | 0 | | 3900032 | 150213 | None | 16.27 | 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 M20 (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. (CSR VOL-1 OF 2023-24, Pg-148, I-16.27) | Cum | 6565.22 | 6565.22 | 14.0 | False | None | None | False | None | False | 91913.08 | 0 |
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