| 1720108550000 | 0 | None | None | Other Works | Construction of culvert work in ward no 4 Diddadakeri street near Lingaiah master house and CC road work from Charandi Deviramma house to public toilet and Road development work in front of Rajanna house | 423483.33 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3453912 | 122933 | None | 1.12 | 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 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 appurtenances required to complete the work-In all kinds of soils up to 300mm depth (CSR OF 2023-24 Vol-3, Pg-08, I-1.12) ---- As per the directions of the Engineer-in-charge of the work | Cum | 97.85 | 97.85 | 26.4 | False | None | None | False | None | False | 2583.24 | 0 | | 3453913 | 122933 | 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) ---- As per the directions of the Engineer-in-charge of the work | Cum | 249.26 | 249.26 | 22.61 | False | None | None | False | None | False | 5635.7686 | 0 | | 3453914 | 122933 | 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) ---- As per the directions of the Engineer-in-charge of the work | Cum | 87.55 | 87.55 | 49.01 | False | None | None | False | None | False | 4290.8255 | 0 | | 3453915 | 122933 | 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. (2023-24 Volume -4, Page No. 48, Item No. (WRD)3.10) ---- As per the directions of the Engineer-in-charge of the work | Cum | 2163.0 | 2163.0 | 1.2 | False | None | None | False | None | False | 2595.6 | 0 | | 3453916 | 122933 | 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) ---- As per the directions of the Engineer-in-charge of the work | Cum | 488.22 | 488.22 | 55.56 | False | None | None | False | None | False | 27125.5032 | 0 | | 3453917 | 122933 | 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) ---- As per the directions of the Engineer-in-charge of the work | Cum | 6006.96 | 6006.96 | 3.2 | False | None | None | False | None | False | 19222.272 | 0 | | 3453918 | 122933 | 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) ---- As per the directions of the Engineer-in-charge of the work | Cum | 7171.43 | 7171.43 | 20.87 | False | None | None | False | None | False | 149667.7441 | 0 | | 3453919 | 122933 | None | 2.11a | 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. Buildings (PWD Vol-1 SR 2023-24, Item No. 2.11a, Page No. 18) ---- As per the directions of the Engineer-in-charge of the work | Tonne | 92140.71 | 92140.71 | 0.51 | False | None | None | False | None | False | 46991.7621 | 0 | | 3453920 | 122933 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. (PWD SR 2023-24 Vol:3 P.NO.49 I.No:6.1) ---- As per the directions of the Engineer-in-charge of the work | Cum | 5067.6 | 5067.6 | 13.2 | False | None | None | False | None | False | 66892.32 | 0 | | 3453921 | 122933 | None | 6.27 | 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-3 OF 2023-24, Pg-148, I-16.27) ---- As per the directions of the Engineer-in-charge of the work | Cum | 6565.22 | 6565.22 | 15.0 | False | None | None | False | None | False | 98478.3 | 0 |
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