1720437151000 | 0 | None | None | Other Works | Development of drain near Sheeya house at Krishnanagara inner road and construction of RCC retaing wall near Shri Mookambika house and development of footpath last cross road of Marakada Krishnanagara Bhajana Mandira road of 14th ward in MCC limits(Corporator Fund) | 347492.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3483096 | 124466 | None | code01 | 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. In all kinds of soil (CSR VOLUME-1-2023-24 Chapter 1 P.No.5, S.No. 1.4.1) | Cum | 271.04 | 271.04 | 43.63 | False | None | None | False | None | False | 11825.4752 | 0 | 3483097 | 124466 | None | code02 | 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 nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.2 common SR 2023-24 VOLUME-1 ). | Cum | 6343.68 | 6343.68 | 3.39 | False | None | None | False | None | False | 21505.0752 | 0 | 3483098 | 124466 | None | code03 | 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 (Page No. 18 Item No.2.11-h COMMON SR 2023-24 VOLUME-1 ). | Kg | 88492.32 | 88492.32 | 1.12 | False | None | None | False | None | False | 99111.3984 | 0 | 3483099 | 124466 | None | code04 | 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 (Page No. 16 Item No.-2.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 7789.94 | 7789.94 | 13.23 | False | None | None | False | None | False | 103060.9062 | 0 | 3483100 | 124466 | None | code05 | 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 (Page No. 16 Item No.-2.4.2 common SR 2023-24 VOLUME-1 ). | Cum | 9560.38 | 9560.38 | 6.6 | False | None | None | False | None | False | 63098.508 | 0 | 3483101 | 124466 | None | code06 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Page No.117 Item No.12 .2 Road and Bridge Work SR 2023-24 Volume-3 ) | No | 267.68 | 267.68 | 8.0 | False | None | None | False | None | False | 2141.44 | 0 | 3483102 | 124466 | None | code07 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (Page No. 7 Item No.-1.9 common SR 2023-24 VOLUME-1 ). | Cum | 297.92 | 297.92 | 16.24 | False | None | None | False | None | False | 4838.2208 | 0 | 3483103 | 124466 | None | code08 | 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.(Page No. 49 Item No.-6.1 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 5510.4 | 5510.4 | 3.2 | False | None | None | False | None | False | 17633.28 | 0 | 3483104 | 124466 | None | code09 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24) | Cum | 7586.88 | 7586.88 | 3.2 | False | None | None | False | None | False | 24278.016 | 0 |
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