| 1717145381000 | 0 | None | None | Roads | Construction of CC Road and Drain in ST Colony of Kunchuru Village, Harapanahalli Taluk, Vijayanagara District. | 2622318.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3210177 | 110484 | None | PWD Common CSR-2023-24 V-3, P-17, I-3.7 | 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 | Cum | 110.25 | 110.25 | 160.88 | False | None | None | False | None | False | 17737.02 | 0 | | 3210178 | 110484 | None | PWD Common CSR-2023-24 V-1, P-7, I-1.8 | 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, spreading, 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. | Cum | 497.7 | 497.7 | 107.25 | False | None | None | False | None | False | 53378.325 | 0 | | 3210179 | 110484 | None | PWD Common CSR-2023-24 V-3, Page-23, I.No. 4.1A(i) | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) 401 - Cement Treated Crushed stone Sub- Base (Plant mix method) Laying using Mechanical Paver. For Grading -I Material | Cum | 2612.4 | 2612.4 | 107.25 | False | None | None | False | None | False | 280179.9 | 0 | | 3210180 | 110484 | None | PWD Common CSR-2023-24 V-3 Page-26, I.No. 4.17 | 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. 406 - Wet Mix Macadam (Plant Mix Method) | Cum | 2686.95 | 2686.95 | 160.88 | False | None | None | False | None | False | 432276.516 | 0 | | 3210181 | 110484 | None | PWD Common CSR-2023-24 V-3, Page-149, I.No. 16.28 | 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:383:2016:, 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 work. | Cum | 7091.7 | 7091.7 | 154.69 | False | None | None | False | None | False | 1097015.073 | 0 | | 3210182 | 110484 | None | PWD Common CSR-2023-24 V-3, Page-17, I.No. 3.6 | 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. 300-2 (305 Construction of Subgrade and Earthen Shoulders) | Cum | 517.65 | 517.65 | 220.0 | False | None | None | False | None | False | 113883.0 | 0 | | 3210183 | 110484 | None | PWD Common CSR-2023-24 V-3, Page-67, I.No. 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 | No | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3210184 | 110484 | None | PWD Common CSR-2023-24 V-1, P-8, I No. 1.14.1 | 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. In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 112.27 | False | None | None | False | None | False | 12024.117 | 0 | | 3210185 | 110484 | None | PWD Common CSR-2023-24 V-1, P-15, I No. 2.1.3 | 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 | Cum | 6288.45 | 6288.45 | 19.81 | False | None | None | False | None | False | 124574.1945 | 0 | | 3210186 | 110484 | None | PWD Common CSR-2023-24 V-1, P-16, I No. 2.4.2 | 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.(The cost of steel reinforcement & formwork to be paid separately) Mix M20 Using 20 mm nominal size graded crushed coarse aggregates - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 10.18 | False | None | None | False | None | False | 67586.547 | 0 | | 3210187 | 110484 | None | PWDCommonCSR AddendumI 2023-24 V-1,P-111,Sno-1b | Add 3% Additionalities for formwork, centring, & scaffolding for raft | Cum | 199.17 | 199.17 | 10.18 | False | None | None | False | None | False | 2027.5506 | 0 | | 3210188 | 110484 | None | PWD Common CSR-2023-24 V-1, P-16, I No. 2.4.2 | 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.(The cost of steel reinforcement & formwork to be paid separately) Mix M20 Using 20 mm nominal size graded crushed coarse aggregates - M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 20.16 | False | None | None | False | None | False | 133845.264 | 0 | | 3210189 | 110484 | None | PWD CommonCSRAddendum I 2023-24 V-1,P-111,SNo-4 | Add 35% Additionalities for formwork, centring, & scaffolding for side walls | Cum | 2323.7 | 2323.7 | 20.16 | False | None | None | False | None | False | 46845.792 | 0 | | 3210190 | 110484 | None | PWD Common CSR-2023-24 V-1, P-16, I No. 2.5.2 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7185.15 | 7185.15 | 2.8 | False | None | None | False | None | False | 20118.42 | 0 | | 3210191 | 110484 | None | PWDCommonCSR Addendum I 2023-24V1,P112,Bridges Sl1 | Add 20% Additionalities for formwork, centring, & scaffolding for deck slab | Cum | 1437.03 | 1437.03 | 2.8 | False | None | None | False | None | False | 4023.684 | 0 | | 3210192 | 110484 | None | PWD Common CSR-2023-24 V-1, P-18, I No. 2.11 h | 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. | t | 82961.55 | 82961.55 | 2.22 | False | None | None | False | None | False | 184174.641 | 0 | | 3210193 | 110484 | None | PWD Common CSR-2023-24 V-3, P-117, I No. 12.3 A c | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and TechnicalSpecification - Granular matERIAL | Cum | 1226.4 | 1226.4 | 18.9 | False | None | None | False | None | False | 23178.96 | 0 |
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