| 1709806627000 | 0 | None | None | Roads | Construction of CC Roads and Drains in Janatha Colony in Ward No.17 TSP Works (13o 0356.2 N 77o 31 07.4E) | 2017559.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2958950 | 97806 | None | Approved data rates | Removing and resetting of footpath slab | Sqm | 235.0 | 235.0 | 252.0 | False | None | None | False | None | False | 59220.0 | 0 | | 2958951 | 97806 | None | PWD,CSR 2023_24. Vol -1, Pg No-5, I. No-1.4.1 | Earth work excavation by manual means for drains,canals and similar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, re- moval of stumps and other deleterious matter, excavated surface lev- eled and sides neatly dressed disposing off the excavated stuff or sort- ing & 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.In all kinds of soils Depth upto 1.5 m | Cum | 266.2 | 266.2 | 267.04 | False | None | None | False | None | False | 71086.048 | 0 | | 2958952 | 97806 | None | PWD,CSR 2023_24. Vol_1, Pg No_15, I. No-2.1.2 | 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 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 20.4 | False | None | None | False | None | False | 127100.16 | 0 | | 2958953 | 97806 | None | PWD,CSR 2023_24. Vol_1, Pg No_16, I. No 2.4.2 | 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 aggregates as 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. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 6955.3 | 6955.3 | 65.52 | False | None | None | False | None | False | 455711.256 | 0 | | 2958954 | 97806 | None | PWD,CSR 2023_24. Vol_1, Pg No_115, I. No_2 | Additionalities for Formwork, Centering & Scaffolding
2.Foundation, Sub structure of Cross drainages 5% | Cum | 347.77 | 347.77 | 65.52 | False | None | None | False | None | False | 22785.8904 | 0 | | 2958955 | 97806 | None | PWD,CSR 2023_24. Vol_1, Pg No_18, I. No_2.11f | Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, ending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification | MT | 99011.0 | 99011.0 | 3.2749 | False | None | None | False | None | False | 324251.1239 | 0 | | 2958956 | 97806 | None | Approved data rates | Providing and laying 230mm thick pre-cast cover slabs over Existing Drain using M20 concrete reinforced slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including: of labour, materials, machinery,lead and lift charges etc, Complete. | Sqm | 5037.0 | 5037.0 | 115.2 | False | None | None | False | None | False | 580262.4 | 0 | | 2958957 | 97806 | None | Approved data rates | Providing and laying 100mm thick pre-cast cover slabs over Existing Drain using M20 concrete reinforced slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including: of labour, materials, machinery,lead and lift charges etc, Complete. | Sqm | 2072.0 | 2072.0 | 60.48 | False | None | None | False | None | False | 125314.56 | 0 | | 2958958 | 97806 | None | PWD,CSR 2023_24. Vol _3, Pg No_5, I. No_1.1.b | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum. (Tipper 10 m3) complete as per directions of Engineer-in-charge. | Cum | 130.9 | 130.9 | 267.04 | False | None | None | False | None | False | 34955.536 | 0 | | 2958959 | 97806 | None | PWD,CSR 2023_24. Vol_3, Pg No_3, I. No_1.4A | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road (Taking output 10 tonnes load and lead 10 km = 100 t.km) complete as per directions of Engineer-in-charge. | T.Km | 13.2 | 13.2 | 3418.08 | False | None | None | False | None | False | 45118.656 | 0 | | 2958960 | 97806 | None | PWD,CSR 2023_24. Vol_3, Pg No_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 in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | Cum | 2814.9 | 2814.9 | 13.8 | False | None | None | False | None | False | 38845.62 | 0 | | 2958961 | 97806 | None | PWD,CSR 2023_24. Vol_3, Pg No_49, I. No_6.1 12 | Dry Lean Cement Concrete Sub- base 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. | Cum | 5412.0 | 5412.0 | 10.35 | False | None | None | False | None | False | 56014.2 | 0 | | 2958962 | 97806 | None | PWD,CSR 2023_24. Vol_3, Pg No_141, I. No_16.28 | Cement concrete pavement 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. | Cum | 7429.4 | 7429.4 | 10.35 | False | None | None | False | None | False | 76894.29 | 0 |
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