1724930495000 | 1 | None | None | Other Works | ConstructionofprocessingshedinSWM site inboragaonTP | 4597615.2 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3879983 | 148973 | 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the Work Depth exceeding 1.5 m, but not exceeding 3 mPWD Common DSR 2023-24 Volume 1 (P No: 9 I.No:1.15.2) | Cum | 446.25 | 446.25 | 136.22 | False | None | None | False | None | False | 60788.175 | 0 | 3879984 | 148973 | None | code02 | 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 | 67.5 | False | None | None | False | None | False | 7441.875 | 0 | 3879985 | 148973 | None | code03 | Providing and laying in position 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.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 15 I.No:2.1.2) | Cum | 5947.2 | 5947.2 | 9.504 | False | None | None | False | None | False | 56522.1888 | 0 | 3879986 | 148973 | None | code04 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)PWD Common SR 2023-24 VOl.2(Page No.9, I.No.5.2) | Cum | 6948.9 | 6948.9 | 60.777 | False | None | None | False | None | False | 422333.2953 | 0 | 3879987 | 148973 | None | code05 | Providing and laying in position 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.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD Common DSR 2023-24 Volume 1 (P No: 16 I.No:2.5.2) | Cum | 7185.15 | 7185.15 | 101.388 | False | None | None | False | None | False | 728487.9882 | 0 | 3879988 | 148973 | None | code06 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For Foundation upto Plinth All other types Form Works Consider 3% PWD Common SR 2023-24 Volume 1 (P No: 111 I.No:1) | Cum | 215.55 | 215.55 | 27.648 | False | None | None | False | None | False | 5959.5264 | 0 | 3879989 | 148973 | None | code07 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For RCC Beams, Lintels & Troughs of Aqueducts Form Works Consider 60% PWD Common SR 2023-24 Volume 1 (P No: 111 I.No:14) | Cum | 4311.09 | 4311.09 | 55.575 | False | None | None | False | None | False | 239588.82675 | 0 | 3879990 | 148973 | None | code08 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate For RCC Columns / Shaft (Slip Centering) Form Works Consider 70% PWD Common SR 2023-24 Volume 1 (P No: 111 I.No:9) | Cum | 5029.6 | 5029.6 | 21.87 | False | None | None | False | None | False | 109997.352 | 0 | 3879991 | 148973 | None | code09 | 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 BuildingsPWD Common DSR 2023-24 Volume 1 (P No: 18 I.No:2.11 a) | t | 93929.85 | 93929.85 | 3.88 | False | None | None | False | None | False | 364447.818 | 0 | 3879992 | 148973 | None | code10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. PWD Common DSR 2023-24 Volume 1 (P No:7 I.No:1.9) | Cum | 497.7 | 497.7 | 313.443 | False | None | None | False | None | False | 156000.5811 | 0 | 3879993 | 148973 | None | code11 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i)For Grading -I Material PWD Common DSR 2023-24 Volume3 (P No:23 I.No:4.2) | Cum | 2478.0 | 2478.0 | 30.375 | False | None | None | False | None | False | 75269.25 | 0 | 3879994 | 148973 | None | code12 | 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 KPWD Common DSR 2023-24 Volume 3 (P No: 49 I.No:6.1 ) | Cum | 5166.0 | 5166.0 | 43.5 | False | None | None | False | None | False | 224721.0 | 0 | 3879995 | 148973 | 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 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 PWD Common DSR 2023-24 Volume3 (P No:148 I.No:16.27) | Cum | 6664.35 | 6664.35 | 65.25 | False | None | None | False | None | False | 434848.8375 | 0 | 3879996 | 148973 | None | code14 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (CM SR 2023-24/P.No.82/Vol-2/11.16.1) | Kg | 118.65 | 118.65 | 10979.136 | False | None | None | False | None | False | 1302674.4864 | 0 | 3879997 | 148973 | None | code15 | Providing & fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approvedsteel primer and two coats of approved paint on overlapping of sheets complete as per design drawings (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required as per the direction of Engineer in charge. (CM SR 2023-24/P.No.21/Vol-2/7.1.1) 0.63 mm thick with zinc coating not less than 275 g/ m² | Sqm | 596.4 | 596.4 | 685.0 | False | None | None | False | None | False | 408534.0 | 0 |
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