| 1708870525000 | 1 | None | None | Bridges | Construction of Bridge near Okuli Katte road at 2nd block of 3rd Katipalla east ward in MCC limits(15th Finance Fund 2023-24) | 2273762.59 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2806556 | 90361 | 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 kind of soils Depth upto 1.5m (PWD Common SR 2023-24, Volume 1, Pg 5 & item no 1.4.1) | Cum | 271.04 | 271.04 | 39.6 | False | None | None | False | None | False | 10733.184 | 0 | | 2806557 | 90361 | None | code02 | 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. . (Page No. 5 Item No.-1.5 common SR 2021-22 VOLUME-1 ). i) In ordinary/soft rock without blasting Depth exceeding 1.5m, but not exceeding 3 m (Page No. 6 Item No.-1.5.2 common SR 2023-24 VOLUME-1 ). | Cum | 381.92 | 381.92 | 45.6 | False | None | None | False | None | False | 17415.552 | 0 | | 2806558 | 90361 | None | code02 | 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. . (Page No. 5 Item No.-1.5 common SR 2021-22 VOLUME-1 ).ii) Depth exceeding 3m, but not exceeding 4.5 m (Page No. 5 Item No.-1.4.3 common SR 2023-24VOLUME-1 ). | Cum | 506.24 | 506.24 | 24.0 | False | None | None | False | None | False | 12149.76 | 0 | | 2806559 | 90361 | None | code03 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification..A Boulder Laid Dry Without Wire Crates. (Page No. 129 Item No.-14.1 Road & Bridges SR 2023-24 VOLUME-3 ). | Cum | 2141.44 | 2141.44 | 41.6 | False | None | None | False | None | False | 89083.904 | 0 | | 2806560 | 90361 | None | code04 | 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 Using 40 mm nominal size graded crushed coarse aggregates (Page No. 15 Item No.-2.1.3 common SR 2023-24 VOLUME-1 ). | Cum | 6707.68 | 6707.68 | 7.68 | False | None | None | False | None | False | 51514.9824 | 0 | | 2806561 | 90361 | None | code05 | Providing Thermo-Mechanically Treated bars of grade Fe-550D Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Page No.84 Item No.-11.32 Building SR 2023-24 VOLUME-2 ). | Tonne | 88492.32 | 88492.32 | 13.41 | False | None | None | False | None | False | 1186682.0112 | 0 | | 2806562 | 90361 | None | code06 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, 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.-12.1 common SR 2023-24 VOLUME-3 ). | Rmtr | 154.56 | 154.56 | 60.0 | False | None | None | False | None | False | 9273.6 | 0 | | 2806563 | 90361 | None | code07 | 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page No. 16 Item No.2.5.3 common SR 2023-24 VOLUME-1 ). | Cum | 10594.58 | 10594.58 | 67.67 | False | None | None | False | None | False | 716935.2286 | 0 | | 2806564 | 90361 | None | code08 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Page No. 7 Item No.-1.7 common SR 2023-24 VOLUME-1 ). | Cum | 133.28 | 133.28 | 21.6 | False | None | None | False | None | False | 2878.848 | 0 | | 2806565 | 90361 | None | code09 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401(Page No. 23 Item No.-4.1 (i) Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 2786.56 | 2786.56 | 9.0 | False | None | None | False | None | False | 25079.04 | 0 | | 2806566 | 90361 | None | code10 | Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregate conformingto IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 14:1, aggregate gradationafter blending to be as per table 600-1, cement content not to beless 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 | 9.0 | False | None | None | False | None | False | 49593.6 | 0 | | 2806567 | 90361 | None | code11 | 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 (Page No.51 Item No.-6.6 Road and Bridge SR 2023-24 VOLUME-3 ). | Cum | 7586.88 | 7586.88 | 13.5 | False | None | None | False | None | False | 102422.88 | 0 |
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