| 1720523933000 | 0 | None | None | Roads | Construction of Road and drain in ward no 08,14,15,07 & 09 of boragaon TP | 2381987.64 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3497875 | 124951 | None | code01 | 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. PWD SR Vol 1 P No 8 I No 1.14.1 | Cum | 107.1 | 107.1 | 146.25 | False | None | None | False | None | False | 15663.375 | 0 | | 3497876 | 124951 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR Vol 3 P No 17, I No 3.1 | Cum | 89.25 | 89.25 | 146.25 | False | None | None | False | None | False | 13052.8125 | 0 | | 3497877 | 124951 | None | code03 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. PWD SR Vol 1 P No 15 I No 2.1.3 | Cum | 6288.45 | 6288.45 | 19.5 | False | None | None | False | None | False | 122624.775 | 0 | | 3497878 | 124951 | None | code04 | M20 DrainProviding 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 technicalspecifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(PWD CSR 2021-22 VOL-1 P.NO. 17 I.NO 2.4.2) | Cum | 6639.15 | 6639.15 | 41.25 | False | None | None | False | None | False | 273864.9375 | 0 | | 3497879 | 124951 | None | code05 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 35% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 2323.7 | 2323.7 | 26.4 | False | None | None | False | None | False | 61345.68 | 0 | | 3497880 | 124951 | None | code06 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 20% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 1327.83 | 1327.83 | 1.3499 | False | None | None | False | None | False | 1792.437717 | 0 | | 3497881 | 124951 | None | code07 | 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. PWD SR Vol 1 P No 18, I No 2.11 h | Tonne | 82961.55 | 82961.55 | 2.6118 | False | None | None | False | None | False | 216678.97629 | 0 | | 3497882 | 124951 | None | code08 | Construction of Embankment 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, preading,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 CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 497.7 | 497.7 | 140.6 | False | None | None | False | None | False | 69976.62 | 0 | | 3497883 | 124951 | None | code09 | Compacting original ground supporting embankment: Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. [PWD Common DSR 2023-24 Volume 3, P No: 17 I.No:3.7] | Cum | 110.25 | 110.25 | 116.8 | False | None | None | False | None | False | 12877.2 | 0 | | 3497884 | 124951 | None | code10 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR Vol 3 P No 17, I No 3.1 | Cum | 89.25 | 89.25 | 42.0 | False | None | None | False | None | False | 3748.5 | 0 | | 3497885 | 124951 | None | code11 | Construction of Embankment 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, preading,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 CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 497.7 | 497.7 | 112.2 | False | None | None | False | None | False | 55841.94 | 0 | | 3497886 | 124951 | None | code12 | Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and mpacting with vibratory roller to achieve the desired density, complete as per clause 401 PWD SR 2023-24 Vol 2 P No 23 I NO 4.3 | Cum | 2418.15 | 2418.15 | 124.36 | False | None | None | False | None | False | 300721.134 | 0 | | 3497887 | 124951 | None | code13 | 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 ggregates 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 eration 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 2023-24 VOL-3 P NO-1438 I NO -16.27 | Cum | 6692.7 | 6692.7 | 184.35 | False | None | None | False | None | False | 1233799.245 | 0 |
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