1708081166000 | 0 | None | None | Other Works | Construction of drain and footpath at Binny Cresent cross road, link road Benson town and surrounding area in Ward No 127 Jayamahal | 9894292.85 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2648575 | 82594 | None | code01 | Removing and Resetting of Footpath Slab (Approved Data Rate Excluding GST) Yalahanka Zone | Sqm | 277.3 | 277.3 | 508.41 | False | None | None | False | None | False | 140982.093 | 0 | 2648576 | 82594 | None | code02 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)(P.No.95, Sl.No.10.17) of PWD SR 23-24 Vol-3 | Mtr | 45.43 | 45.43 | 180.0 | False | None | None | False | None | False | 8177.4 | 0 | 2648577 | 82594 | None | code03 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, Lime /Cement Concrete By Mechanical Means Prestressed / RCC grade M-20 & above (KWPD 2023-24, Volume-3, Item No.2.8 (ii) b, Page No.10) | Cum | 1438.18 | 1438.18 | 4.14 | False | None | None | False | None | False | 5954.0652 | 0 | 2648578 | 82594 | None | code04 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry, II By Mechanical means, A Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (P.No.10, Sl.No.2.11 A)of PWD SR 23-24 Vol-3 | Cum | 233.64 | 233.64 | 205.08 | False | None | None | False | None | False | 47914.8912 | 0 | 2648579 | 82594 | None | code05 | 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 soils Depth upto 1.5 m (P.No.5, I.No.1.4.1) of PWD SR 23-24 Vol-1) | Cum | 314.12 | 314.12 | 341.37 | False | None | None | False | None | False | 107231.1444 | 0 | 2648580 | 82594 | None | code06 | 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 (M 7.5) Using 40 mm nominal size graded crushed coarse aggregates (P.No. 15, Sl.No. 2.1.2, Vol-1, 2023-24) | Cum | 7351.87 | 7351.87 | 134.38 | False | None | None | False | None | False | 987944.2906 | 0 | 2648581 | 82594 | None | code07 | 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 nominal size graded crushed coarse aggregates (P.No. 16, Sl.No. 2.4.2, Vol-1, 2023-24) & (Page No.111 Sl.No.4 Vol-1) | Cum | 8617.62 | 8617.62 | 295.39 | False | None | None | False | None | False | 2545558.7718 | 0 | 2648582 | 82594 | None | code08 | 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 (P.No. 18, Sl.No. 2.11 h, Vol-1, 2023-24) | Tonne | 102556.28 | 102556.28 | 18.01 | False | None | None | False | None | False | 1847038.6028 | 0 | 2648583 | 82594 | None | code09 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, 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, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.(P.No. 177, Sl.No. 17.14, Vol-2, 2023-24) | Sqm | 1518.66 | 1518.66 | 388.59 | False | None | None | False | None | False | 590136.0894 | 0 | 2648584 | 82594 | None | code10 | 250mm precast slab (Approved Data Rate Excluding GST) | Sqm | 4295.2 | 4295.2 | 40.5 | False | None | None | False | None | False | 173955.6 | 0 | 2648585 | 82594 | None | code11 | 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 (M10) Using 20 mm nominal size graded crushed coarse aggregates (KWPD 2023-24, V-I, Item No.2.1.4, Page No.15) | Cum | 8069.67 | 8069.67 | 16.23 | False | None | None | False | None | False | 130970.7441 | 0 | 2648586 | 82594 | None | code12 | Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with top and bottom width 114 and 165 mm respectively 400mm in length finished with CM 1:3 Plastering and finishing cutting including formwork, curing, Including cost of materials, labour charges of machinery, loading & unloading, lead and lift, transportation etc.,complete as directed by the Engineer in Charge of the work.(Approved Data Rate Excluding GST) Yalahanka Zone | Nos | 598.26 | 598.26 | 2537.78 | False | None | None | False | None | False | 1518252.2628 | 0 | 2648587 | 82594 | None | code13 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (P.No.12- I.No.2.19) & of PWD SR 23-24 Vol-3 | Cum | 730.77 | 730.77 | 117.2 | False | None | None | False | None | False | 85646.244 | 0 | 2648588 | 82594 | None | code14 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (P.No.8- I.No.1.12) & of PWD SR 23-24 Vol-1 | Cum | 123.31 | 123.31 | 87.9 | False | None | None | False | None | False | 10838.949 | 0 | 2648589 | 82594 | None | code15 | Cost of Haulage Excluding Loading and Unloading Taking output 25t load and lead 10km=100 t.km (V-III Page No.5, Item No.1.4C SR 2023-24) | Cum | 103.84 | 103.84 | 546.47 | False | None | None | False | None | False | 56745.4448 | 0 | 2648590 | 82594 | None | code16 | 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 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 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. (P.No.49- I.No.6.1) & of PWD SR 23-24 Vol-3 | Cum | 6386.16 | 6386.16 | 87.9 | False | None | None | False | None | False | 561343.464 | 0 | 2648591 | 82594 | None | code17 | 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, creed 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. (P.No.149- I.No.16.28) & of PWD SR 23-24 Vol-3 | Cum | 8766.69 | 8766.69 | 70.32 | False | None | None | False | None | False | 616473.6408 | 0 | 2648592 | 82594 | None | code18 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) (P.No.51, I.No.6.8.1 of PWD SR 23-24 Vol-III) | Sqm | 1386.26 | 1386.26 | 187.5 | False | None | None | False | None | False | 259923.75 | 0 | 2648593 | 82594 | None | code19 | Precast Bollards (Data Rate Excluding GST Charges) Yelahanka Zone | Nos | 1866.76 | 1866.76 | 80.0 | False | None | None | False | None | False | 149340.8 | 0 | 2648594 | 82594 | None | code20 | Painting Two Coats on New Concrete Surfaces,Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces (KWPD 2023-24, V-III, Item No.8.10, Page No.66) | Sqm | 141.48 | 141.48 | 352.45 | False | None | None | False | None | False | 49864.626 | 0 |
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