1725469788000 | 0 | None | None | Other Works | Construction of cc drain and RCC Deck Slab and UGD Work at ward no 20 Gopalapura chelavadi colony Chitradurga city | 2542361.53 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3922685 | 151302 | None | ITEM1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (p.no.6.i.no.1.6.1) COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP VOLUME-I | Cum | 498.52 | 498.52 | 151.2 | False | None | None | False | None | False | 75376.224 | 0 | 3922686 | 151302 | None | ITEM2 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 400 mm dia (p.no.188. it.no 16.3.4) 2023-24 WATER SUPPLY AND UGD WORKS COMMON SCHEDULE OF RATES VOLUME-V | m | 2097.08 | 2097.08 | 280.0 | False | None | None | False | None | False | 587182.4 | 0 | 3922687 | 151302 | None | ITEM3 | Constructing brick masonry chamber of internal dimension 600x600mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.. (P.no.119 it. No.16.9) 2023-24 Water Supply and ugd works Common Schedule of Rates Volume-V | Each | 5617.62 | 5617.62 | 20.0 | False | None | None | False | None | False | 112352.4 | 0 | 3922688 | 151302 | None | ITEM4 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts 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. PWD SR 2023-24, Vol-1, P.No. 7, I.No. 1.8 | Cum | 488.22 | 488.22 | 84.0 | False | None | None | False | None | False | 41010.48 | 0 | 3922689 | 151302 | None | ITEM5 | 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 thework as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24, Vol-I, Chapter-1, (P.No. 15, I.No.2.1.2) | Cum | 5833.92 | 5833.92 | 28.0 | False | None | None | False | None | False | 163349.76 | 0 | 3922690 | 151302 | None | ITEM6 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates PWD SR 2023-24, Vol-I, Chapter-1, (P.No. 15, I.No.2.1.6) | Cum | 6430.29 | 6430.29 | 28.0 | False | None | None | False | None | False | 180048.12 | 0 | 3922691 | 151302 | None | ITEM7 | 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 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m PWD SR 2023-24, Vol-I, Chapter-1, P.No. 8, I.No. 1.14.1 | Cum | 105.06 | 105.06 | 82.8 | False | None | None | False | None | False | 8698.968 | 0 | 3922692 | 151302 | None | ITEM8 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 oflabour, tools & other appurtenaces required to complete the work In all kinds of soils Depth upto 1.5 m PWD SR 2023-24, Vol-I, P.No. 5, I.No. 1.4.1 | Cum | 249.26 | 249.26 | 27.6 | False | None | None | False | None | False | 6879.576 | 0 | 3922693 | 151302 | None | ITEM9 | 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 thework as per technical specifications Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24, Vol-I, Chapter-1, (P.No. 15, I.No.2.1.2) | Cum | 5833.92 | 5833.92 | 12.94 | False | None | None | False | None | False | 75490.9248 | 0 | 3922694 | 151302 | None | ITEM10 | 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I,,(P.No. 16, I.No.2.4.2) | Cum | 6838.32 | 6838.32 | 2.94 | False | None | None | False | None | False | 20104.6608 | 0 | 3922695 | 151302 | None | ITEM11 | 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I,(P.No. 16, I.No.2.4.2) | Cum | 6708.07 | 6708.07 | 9.0 | False | None | None | False | None | False | 60372.63 | 0 | 3922696 | 151302 | None | ITEM12 | 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 ppurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWDSR 2023-24, Vol-I (P.No. 16, I.No.2.4.2) | Cum | 8792.13 | 8792.13 | 28.64 | False | None | None | False | None | False | 251806.6032 | 0 | 3922697 | 151302 | None | ITEM13 | 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 PWD SR 2021-22, Vol-I, P.No. 18, I.No. 2.11.h | Tonne | 81381.33 | 81381.33 | 1.7801 | False | None | None | False | None | False | 144866.905533 | 0 | 3922698 | 151302 | None | ITEM14 | Providing and laying 100mm thick pre-cast cover slabs over drains &Rain pit of width not exceeding 800 mm using M20 concrete reinforcedwith Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00kg/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.PWD CSR 2023-24, Vol-II, P. No. 176.I.NO.17.12 | Sqm | 955.84 | 955.84 | 288.0 | False | None | None | False | None | False | 275281.92 | 0 | 3922699 | 151302 | None | ITEM15 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. PWD SR 2023-24, Vol-I, P.No. 5, I.No. 1.1 | Cum | 93.73 | 93.73 | 30.0 | False | None | None | False | None | False | 2811.9 | 0 | 3922700 | 151302 | None | ITEM16 | 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 PWD SR 2023-24, Vol-I, Chapter-1, P.No. 5, I.No. 1.12 | Cum | 97.85 | 97.85 | 90.0 | False | None | None | False | None | False | 8806.5 | 0 | 3922701 | 151302 | None | ITEM17 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts 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. PWD SR 2023-24, Vol-1, P.No. 7, I.No. 1.8 | Cum | 488.22 | 488.22 | 30.0 | False | None | None | False | None | False | 14646.6 | 0 | 3922702 | 151302 | None | ITEM18 | 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 For Grading -I Material KPWD SR 2023-24 Roads and Bridges Volume-III, P.No. 23 I.No. 4.17 | Cum | 2562.64 | 2562.64 | 30.0 | False | None | None | False | None | False | 76879.2 | 0 | 3922703 | 151302 | None | ITEM19 | Wet mix macadam (Plant mix method) 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. KPWD SR 2023-24 Roads and Bridges Volume-III, P.No. 26 I.No. 4.17 | Cum | 2635.77 | 2635.77 | 45.0 | False | None | None | False | None | False | 118609.65 | 0 | 3922704 | 151302 | None | ITEM20 | 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. KPWD SR 2023-24 Roads and Bridges Volume-III, P.No. 51, I.No. 16.28 | Cum | 6956.62 | 6956.62 | 45.0 | False | None | None | False | None | False | 313047.9 | 0 | 3922705 | 151302 | None | ITEM21 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24, Vol-III, Chapter-3, P.No. 17, I.No. 3.1 | Cum | 87.55 | 87.55 | 54.12 | False | None | None | False | None | False | 4738.206 | 0 |
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