1725448629000 | 0 | None | None | Buildings | Construction of SWM Vehicle Shed | 1000490.99 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3917795 | 151186 | 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 PWD CSR 2023-24, Vol-I, P. No. 8, I. No. 1.14.1 | Cum | 117.0 | 117.0 | 18.23 | False | None | None | False | None | False | 2132.91 | 0 | 3917796 | 151186 | None | code02 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.1.3 | Cum | 6288.45 | 6288.45 | 1.5 | False | None | None | False | None | False | 9432.675 | 0 | 3917797 | 151186 | None | code03 | Providing and laying in position Cement Concrete for all Foundation works.The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications,M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD CSR 2023-24, Vol-I, P. No. 15, I. No. 2.2.1 | Cum | 6601.35 | 6601.35 | 3.11 | False | None | None | False | None | False | 20530.1985 | 0 | 3917798 | 151186 | None | code04 | As per ecommondation of Tequnical working grouph, rates of formwork shall be added on percentage basis to the finished concreate iteam rate. For Coloum formworks consider 10% PWD CSR 2023-24, Vol-I, P. No. 16, I. No. 2.6.1 | Sqm | 628.14 | 628.14 | 19.8 | False | None | None | False | None | False | 12437.172 | 0 | 3917799 | 151186 | None | code05 | 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. PWD CSR 2023-24, Vol-I, P. No. 18, I. No. 2.11.a | Nos | 9389.84 | 9389.84 | 1.55 | False | None | None | False | None | False | 14554.252 | 0 | 3917800 | 151186 | None | code06 | 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 PWD CSR 2023-24, Vol-II, P. No. 83, I. No. 11.16.3 | Kg | 128.1 | 128.1 | 1958.0 | False | None | None | False | None | False | 250819.8 | 0 | 3917801 | 151186 | None | code07 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge PWD CSR 2023-24, Vol-II, P. No. 82, I. No. 11.16.2 | Kg | 154.4 | 154.4 | 1500.0 | False | None | None | False | None | False | 231600.0 | 0 | 3917802 | 151186 | None | code08 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto 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 PWD CSR 2023-24, Vol-II, P. No. 26, I. No. 7.38 | Mtr | 596.4 | 596.4 | 255.0 | False | None | None | False | None | False | 152082.0 | 0 | 3917803 | 151186 | None | code09 | 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 CSR 2023-24, Vol-III, P. No. 17, I. No. 3.7 | Cum | 110.25 | 110.25 | 36.24 | False | None | None | False | None | False | 3995.46 | 0 | 3917804 | 151186 | None | code10 | 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 CSR 2023-24, Vol-III, P. No. 26, I. No.4.17 | Cum | 6692.7 | 6692.7 | 33.6 | False | None | None | False | None | False | 224874.72 | 0 | 3917805 | 151186 | None | code11 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. PWD CSR 2023-24, Vol-III, P. No. 26, I. No. 4.17 | Cum | 2686.95 | 2686.95 | 24.0 | False | None | None | False | None | False | 64486.8 | 0 | 3917806 | 151186 | None | code12 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²PWD CSR 2023-24, Vol-II, P. No. 21, I. No. 7.6 | Mtr | 677.25 | 677.25 | 20.0 | False | None | None | False | None | False | 13545.0 | 0 |
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