| 1723620722000 | 0 | None | None | Other Works | P2 Construction of drain and Deck slab WN. 05, 13, 14, 15, 18,19. providing shed WN.03, Construction of CC Road WN.05, 08,12,17, 20, and Compound wall WN.16. at Aurad(B) | 2747950.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3775671 | 142409 | None | Code1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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.1.4.1 In all kinds of soils Depth upto 1.5 m PWD DSR 2023-24 VOL-1, P.NO.-3, I.NO-1.4.1 | Cum | 254.1 | 254.1 | 270.43 | False | None | None | False | None | False | 68716.263 | 0 | | 3775672 | 142409 | None | Code2 | 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 DSR 2023-24 VOL-1, P.NO.-15, I.NO-2.1.2 | Cum | 5947.2 | 5947.2 | 52.36 | False | None | None | False | None | False | 311395.392 | 0 | | 3775673 | 142409 | None | Code3 | 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 workPWD DSR 2023-24 VOL-3, P.NO.-148, I.NO-16.27 | Cum | 6955.3 | 6955.3 | 85.49 | False | None | None | False | None | False | 594608.597 | 0 | | 3775674 | 142409 | None | Code4 | 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 Sub structure of Bridges PWD DSR 2023-24 VOL-1, P.NO.-18, I.NO-2.11 C | Tonne | 95076.3 | 95076.3 | 3.89 | False | None | None | False | None | False | 369846.807 | 0 | | 3775675 | 142409 | None | Code5 | Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or
top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. PWD SR 2023-24 Volume 2 Page.No.64 , Item No 9.36 Basic Rate:1650 Add 5% Area Weightage For Kalyan Karnataka: 82.5 Final Rate:1732.5 | Cum | 1732.5 | 1732.5 | 32.12 | False | None | None | False | None | False | 55647.9 | 0 | | 3775676 | 142409 | None | Code6 | 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 Depth exceeding 1.5m, but not exceeding 3 m [pwd dsr vol-I P.NO.5 I.NO-1.4.2] | Cum | 208.95 | 208.95 | 1.728 | False | None | None | False | None | False | 361.0656 | 0 | | 3775677 | 142409 | None | Code7 | 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 necessary, 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.PWD DSR 2023-24 VOL-1, P.NO.-16, I.NO-2.4.2 | Cum | 6639.15 | 6639.15 | 1.44 | False | None | None | False | None | False | 9560.376 | 0 | | 3775678 | 142409 | None | Code8 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe of 50mm dia:-PN10.0, 110 mm (PWD CSR 2021-22 page No. 142 Item No. 817 VOL-5) | Mtr | 573.3 | 573.3 | 28.0 | False | None | None | False | None | False | 16052.4 | 0 | | 3775679 | 142409 | None | Code9 | 7.1 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 approved steel 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. 7.1.1 0.63 mm thick with zinc coating not less than 275 g/ m² (PWD CSR 2021-22 page No. 21 Item No.7.1.1 VOL-2) | Sqm | 922.95 | 922.95 | 148.2 | False | None | None | False | None | False | 136781.19 | 0 | | 3775680 | 142409 | None | Code10 | Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling 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 PWD DSR 2023-24 VOL-1, P.NO.-5, I.NO-1.2 | Cum | 603.75 | 603.75 | 87.3 | False | None | None | False | None | False | 52707.375 | 0 | | 3775681 | 142409 | None | Code11 | Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2PWD DSR 2023-24 VOL-3, P.NO.-17, I.NO-3.6 | Cum | 517.65 | 517.65 | 64.6 | False | None | None | False | None | False | 33440.19 | 0 | | 3775682 | 142409 | None | Code12 | 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[By Mix in Place Method] For Grading -V Material PWD DSR 2023-24 VOL-3, P.NO.-23, I.NO-4.2 | Cum | 2476.95 | 2476.95 | 64.6 | False | None | None | False | None | False | 160010.97 | 0 | | 3775683 | 142409 | 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 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 workPWD DSR 2023-24 VOL-3, P.NO.-148, I.NO-16.27 | Cum | 6692.7 | 6692.7 | 96.92 | False | None | None | False | None | False | 648656.484 | 0 | | 3775684 | 142409 | None | Code14 | 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 DSR 2023-24 VOL-1, P.NO.-15, I.NO-2.1.2 | Cum | 5947.2 | 5947.2 | 9.36 | False | None | None | False | None | False | 55665.792 | 0 | | 3775685 | 142409 | None | Code15 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : PWD DSR 2023-24 VOL-2, P.NO.-9, I.NO-5.1.1 | Cum | 5891.55 | 5891.55 | 14.18 | False | None | None | False | None | False | 83542.179 | 0 | | 3775686 | 142409 | None | Code16 | Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 5.00 N/mm2 table moulded) with lime mortar forbasement and superstructure including
cost of materials, labour charges, scaffolding, curing complete as per specification - Do- in Lime mortar 1:3 Prop : PWD DSR 2023-24 VOL-2, P.NO.-9, I.NO-5.1.1 | Cum | 3511.2 | 3511.2 | 24.15 | False | None | None | False | None | False | 84795.48 | 0 | | 3775687 | 142409 | None | Code17 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD DSR 2023-24 VOL-2, P.NO.-9, I.NO-5.1.1 | Sqm | 267.75 | 267.75 | 121.1 | False | None | None | False | None | False | 32424.525 | 0 | | 3775688 | 142409 | None | Code18 | 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 Depth exceeding 1.5m, but not exceeding 3 m [pwd dsr vol-I P.NO.5 I.NO-1.4.2] | Cum | 208.95 | 208.95 | 2.608 | False | None | None | False | None | False | 544.9416 | 0 | | 3775689 | 142409 | None | Code19 | 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 necessary, 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.PWD DSR 2023-24 VOL-1, P.NO.-16, I.NO-2.4.2 | Cum | 6639.15 | 6639.15 | 0.16 | False | None | None | False | None | False | 1062.264 | 0 | | 3775690 | 142409 | None | Code20 | Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe of 50mm dia:-PN10.0, 110 mm (PWD CSR 2021-22 page No. 142 Item No. 817 VOL-5) | Mtr | 573.3 | 573.3 | 12.0 | False | None | None | False | None | False | 6879.6 | 0 | | 3775691 | 142409 | None | Code21 | 7.1 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 approved steel 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. 7.1.1 0.63 mm thick with zinc coating not less than 275 g/ m² (PWD CSR 2021-22 page No. 21 Item No.7.1.1 VOL-2) | Sqm | 834.75 | 834.75 | 30.25 | False | None | None | False | None | False | 25251.1875 | 0 |
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