1724758193000 | 0 | None | None | Roads | Packge1. Construction of CC Road Drain and other development work in various wards at Chitguppa Town | 4035642.67 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3866486 | 148090 | None | code01 | 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 SR 2023-24 Vol -3, It No. 3.7, P.No. 17) | Cum | 110.25 | 110.25 | 141.6 | False | None | None | False | None | False | 15611.4 | 0 | 3866487 | 148090 | None | code02 | 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 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 SR 2023-24 V -3, item Code 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 118.029 | False | None | None | False | None | False | 317138.02155 | 0 | 3866488 | 148090 | None | code03 | 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, 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 (PWD Vol 3 Item Code 16.28 P. No. 149) | Cum | 7091.7 | 7091.7 | 119.03 | False | None | None | False | None | False | 844125.051 | 0 | 3866489 | 148090 | None | code04 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth PWD SR 2023-24 vol 1, item Code 1.5.1 P.No. 6 | Cum | 313.95 | 313.95 | 231.52 | False | None | None | False | None | False | 72685.704 | 0 | 3866490 | 148090 | None | code05 | 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 aggregate. PWD SR 2023-24 vol 1, item Code 2.1.3 P.No. 15) | Cum | 6288.45 | 6288.45 | 39.37 | False | None | None | False | None | False | 247576.2765 | 0 | 3866491 | 148090 | None | code06 | Providing 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 aggregatesas 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. 2.3.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. PWD SR 2023-24 vol 1, item Code 1.5.1 P.No. 6 PWD SR 2023-24 vol 1, item Code 2.4.2 P.No. 16 | Cum | 8962.84 | 8962.84 | 154.77 | False | None | None | False | None | False | 1387178.7468 | 0 | 3866492 | 148090 | 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.Buildings PWD SR 2023-24 Vol - 1 Page No. 18 Item No. 2.11h | Tonne | 82961.55 | 82961.55 | 7.3519 | False | None | None | False | None | False | 609925.019445 | 0 | 3866493 | 148090 | None | code08 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for
saturated dry samples - - For Basement in CM 1:6.(PWD vol II, item Code 5.6 P.No. 09) | Cum | 6770.4 | 6770.4 | 13.48 | False | None | None | False | None | False | 91264.992 | 0 | 3866494 | 148090 | None | code09 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for
saturated dry samples - For Foundation in CM 1:6 (PWD vol II , item Code 5.5 P.No. 09) | Cum | 6692.7 | 6692.7 | 29.29 | False | None | None | False | None | False | 196029.183 | 0 | 3866495 | 148090 | None | code10 | Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm(PWD vol 2, item Code 9.12.1 P.No. 60) | Sqm | 1136.1 | 1136.1 | 46.8 | False | None | None | False | None | False | 53169.48 | 0 | 3866496 | 148090 | None | code11 | Finishing walls with textured exterior paint of required shade :New work (Two coats applied @ 3.28 L/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(PWD SR vol 2, item Code 8.28 P.No. 45) | Sqm | 297.15 | 297.15 | 494.63 | False | None | None | False | None | False | 146979.3045 | 0 | 3866497 | 148090 | None | code12 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle, Aluminium snap
beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in charge. (Glazing, paneling and dash fasteners to be paid for separately) :For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required Powder coated aluminium (minimum thickness of powder coating 50 micron) including cost of materials, labour, usage charges of machinery complete as per specifications.(PWD SR 2023-2024 vol 2, item Code 11.35.2.2 P.No. 88) | Kg | 599.55 | 599.55 | 90.0 | False | None | None | False | None | False | 53959.5 | 0 |
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