| 1721631276000 | 0 | None | None | Other Works | Construction of Nala with RCC wall ,Cement Concrete road, asphalt road with RCC drain works at ward No.78 of Eshwar Nagar & ward No.73 of Hanafi town Hubballi | 103713094.19 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3575434 | 129978 | None | SC01 | Clearing and grubbing land including uprooting rank vegetable grass, bushes, shrubs, saplings and trees upto 300mm girth by manual means, in areas of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials from road boundary etc. including cost of labour charges, all lead and lifts, etc. complete as directed by Engineer incharge. (Common Schedule of Rates-2023-24 for Water Supply and Sewerage Works Vol-5, Pg No.200 I.No.16.36) | Sqm | 18.9 | 18.9 | 7080.0 | False | None | None | False | None | False | 133812.0 | 0 | | 3575435 | 129978 | None | SC02 | 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. (ii) By Mechanical Means Cement Concrete Grade M-15 & M-20. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.10 I.No.2.8a) | Cum | 754.95 | 754.95 | 236.22 | False | None | None | False | None | False | 178334.289 | 0 | | 3575436 | 129978 | None | SC03 | Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.10 I.No.2.11 A) | Cum | 189.0 | 189.0 | 312.75 | False | None | None | False | None | False | 59109.75 | 0 | | 3575437 | 129978 | None | SC04 | Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and lead and stacking the serviceable and unserviceable material separately. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.13 I.No.2.7) | Nos | 355.95 | 355.95 | 4.0 | False | None | None | False | None | False | 1423.8 | 0 | | 3575438 | 129978 | None | SC05 | Desilting of sewer lines by mechanical (Jetting, Sucking, Grabber, Scrap per etc.,) means, setting up the over pumping arrangements, rodding and dislodging of accumulative silt from the pipeline, removal of silt by mechanical means to the ground including barricading, cleaning of sewers and machinhole, disposal of removed silt upto a distance of 20 Kms, necessary all complete as per the instructions of the Engineer-incharge. above 1000mm dia. (Common Schedule of Rates-2023-24 for Water Supply and Sewerage Works Vol-5, Pg No.207 I.No.16.57.4) | Mtr | 772.8 | 772.8 | 1260.0 | False | None | None | False | None | False | 973728.0 | 0 | | 3575439 | 129978 | None | SC06 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.17 I.No.3.5) | Sqm | 6.3 | 6.3 | 3300.0 | False | None | None | False | None | False | 20790.0 | 0 | | 3575440 | 129978 | None | SC07 | 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 up to 3m.(PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.8 I.No.1.14.1) | Cum | 107.1 | 107.1 | 1188.5 | False | None | None | False | None | False | 127288.35 | 0 | | 3575441 | 129978 | None | SC08 | Earth work excavation for Foundation by mechanical means for all works & depth upto 6 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 3m to 6m. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.8 I.No.1.14.2) | Cum | 122.85 | 122.85 | 4950.0 | False | None | None | False | None | False | 608107.5 | 0 | | 3575442 | 129978 | None | SC09 | 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 Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.8 I.No.1.12) | Cum | 99.75 | 99.75 | 2368.5 | False | None | None | False | None | False | 236257.875 | 0 | | 3575443 | 129978 | None | SC10 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.17 I.No.3.7) | Cum | 110.25 | 110.25 | 1184.25 | False | None | None | False | None | False | 130563.5625 | 0 | | 3575444 | 129978 | None | SC11 | Dewatering the sewage / storm water by using reqired HP submersible pump for the diversion of storm / sewage during the execution of work. Considering for one Pump.5 hp pump. (Common Schedule of Rates-2023-24 for Water Supply and Sewerage Works Vol-5, Pg No.206 I.No.16.55.1) | hr | 325.5 | 325.5 | 4000.0 | False | None | None | False | None | False | 1302000.0 | 0 | | 3575445 | 129978 | None | SC12 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 10 m3). (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.5 I.No.1.1 b) | Cum | 124.95 | 124.95 | 10023.78 | False | None | None | False | None | False | 1252471.311 | 0 | | 3575446 | 129978 | None | SC13 | Cost of Haulage Excluding Loading and Unloading, Taking output 10 t load and lead 10 km = 100 t.km. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.5 I.No.1.4.(i) a) | T.Km | 12.6 | 12.6 | 10023.78 | False | None | None | False | None | False | 126299.628 | 0 | | 3575447 | 129978 | None | SC14 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.11 I.No.1.23) | Cum | 2816.1 | 2816.1 | 1100.0 | False | None | None | False | None | False | 3097710.0 | 0 | | 3575448 | 129978 | None | SC15 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.15 I.No.2.1.2) | Cum | 5947.2 | 5947.2 | 676.0 | False | None | None | False | None | False | 4020307.2 | 0 | | 3575449 | 129978 | None | SC16 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.16 I.No.2.4.2) | Cum | 6639.15 | 6639.15 | 323.1 | False | None | None | False | None | False | 2145109.365 | 0 | | 3575450 | 129978 | None | SC17 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.16 I.No.2.4.3) | Cum | 6652.8 | 6652.8 | 129.85 | False | None | None | False | None | False | 863866.08 | 0 | | 3575451 | 129978 | None | SC18 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.16 I.No.2.3.2) | Cum | 6804.0 | 6804.0 | 2921.94 | False | None | None | False | None | False | 19880879.76 | 0 | | 3575452 | 129978 | None | SC19 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111) Solid Slab Super Structure-20% | Percentage | 1360.8 | 1360.8 | 75.0 | False | None | None | False | None | False | 102060.0 | 0 | | 3575453 | 129978 | None | SC20 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111) Cement Concrete Drain Walls-35% | Percentage | 2381.4 | 2381.4 | 1863.45 | False | None | None | False | None | False | 4437619.83 | 0 | | 3575454 | 129978 | None | SC21 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111)Foundation, Sub structure of Cross drainages-5% | Percentage | 340.2 | 340.2 | 949.74 | False | None | None | False | None | False | 323101.548 | 0 | | 3575455 | 129978 | None | SC22 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111)Foundation Upto plinth b. All other types-3% | Percentage | 178.41 | 178.41 | 549.0 | False | None | None | False | None | False | 97947.09 | 0 | | 3575456 | 129978 | None | SC23 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111) Culverts (Head walls)-8% | Percentage | 544.32 | 544.32 | 33.75 | False | None | None | False | None | False | 18370.8 | 0 | | 3575457 | 129978 | None | SC24 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111) Shuttering/Form work-10% | Percentage | 594.72 | 594.72 | 121.84 | False | None | None | False | None | False | 72460.6848 | 0 | | 3575458 | 129978 | None | SC25 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111) Solid Slab Super Structure-20% | Percentage | 1330.56 | 1330.56 | 129.85 | False | None | None | False | None | False | 172773.216 | 0 | | 3575459 | 129978 | None | SC26 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111) Cement Concrete Drain Walls-35% | Percentage | 2323.7 | 2323.7 | 174.0 | False | None | None | False | None | False | 404323.8 | 0 | | 3575460 | 129978 | None | SC27 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111) Foundation, Sub structure of Cross drainages-5% | Percentage | 331.95 | 331.95 | 149.1 | False | None | None | False | None | False | 49493.745 | 0 | | 3575461 | 129978 | None | SC28 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below Percentage on finished rate of concrete per m3 (The cost of steel reinforcement & formwork to be paid separately) Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.111)Foundation Upto plinth b. All other types-3% | Percentage | 178.42 | 178.42 | 127.0 | False | None | None | False | None | False | 22659.34 | 0 | | 3575462 | 129978 | None | SC29 | 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. h. All other type of structures. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.18 I.No.2.11 h) | Tonne | 82961.55 | 82961.55 | 377.12 | False | None | None | False | None | False | 31286459.736 | 0 | | 3575463 | 129978 | None | SC30 | 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. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.117 I.No.12.2) | Nos | 250.95 | 250.95 | 1090.0 | False | None | None | False | None | False | 273535.5 | 0 | | 3575464 | 129978 | None | SC31 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts 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 Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.7 I.No.1.8) | Cum | 497.7 | 497.7 | 1650.0 | False | None | None | False | None | False | 821205.0 | 0 | | 3575465 | 129978 | None | SC32 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm). (PWD Schedule of Rates-2023-24 for BUILDINGS Works Vol-2, Pg No.95 I.No.11.58) | Sqm | 843.15 | 843.15 | 2520.0 | False | None | None | False | None | False | 2124738.0 | 0 | | 3575466 | 129978 | None | SC33 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD Schedule of Rates-2023-24 for BUILDINGS Works Vol-2, Pg No.82 I.No.11.16.1) | Kg | 142.8 | 142.8 | 23657.2 | False | None | None | False | None | False | 3378248.16 | 0 | | 3575467 | 129978 | None | SC34 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD Schedule of Rates-2023-24 for BUILDINGS Works Vol-2, Pg No.47 I.No.8.33.3) | Sqm | 145.95 | 145.95 | 5460.0 | False | None | None | False | None | False | 796887.0 | 0 | | 3575468 | 129978 | None | SC35 | 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 600 mm dia. (Common Schedule of Rates-2023-24 for Water Supply and Sewerage Works Vol-5, Pg No.188 I.No.16.3.7) | Mtr | 3297.0 | 3297.0 | 100.0 | False | None | None | False | None | False | 329700.0 | 0 | | 3575469 | 129978 | None | SC36 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.7 I.No.1.8) | Cum | 168.0 | 168.0 | 268.0 | False | None | None | False | None | False | 45024.0 | 0 | | 3575470 | 129978 | None | SC37 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 500X700 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay (non modular) bricks of class designation 3.5 (PWD Schedule of Rates-2023-24 for BUILDINGS Works Vol-2, Pg No.126 I.No.13.54) | Each | 6591.9 | 6591.9 | 15.0 | False | None | None | False | None | False | 98878.5 | 0 | | 3575471 | 129978 | None | SC38 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.17 I.No.3.6) | Cum | 460.95 | 460.95 | 135.0 | False | None | None | False | None | False | 62228.25 | 0 | | 3575472 | 129978 | None | SC39 | 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 -V Material. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.23 I.No.4.1 V) | Cum | 2611.35 | 2611.35 | 1579.0 | False | None | None | False | None | False | 4123321.65 | 0 | | 3575473 | 129978 | None | SC40 | 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. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.26 I.No.4.17) | Cum | 2686.95 | 2686.95 | 723.75 | False | None | None | False | None | False | 1944680.0625 | 0 | | 3575474 | 129978 | None | SC41 | 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. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.49 I.No.6.1) | Cum | 5166.0 | 5166.0 | 750.0 | False | None | None | False | None | False | 3874500.0 | 0 | | 3575475 | 129978 | None | SC42 | Plain Cement Pavement Quality M30 grade Concrete (RMC) onstruction 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.with OPC & GGBS laid without Paver. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.51 I.No.6.6) | Cum | 7112.7 | 7112.7 | 1000.0 | False | None | None | False | None | False | 7112700.0 | 0 | | 3575476 | 129978 | None | SC43 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.163 I.No.17-C-4 MoRTH 602.6.3) | Mtr | 73.5 | 73.5 | 1285.72 | False | None | None | False | None | False | 94500.42 | 0 | | 3575477 | 129978 | None | SC44 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.51 I.No.6.8.2) | Sqm | 1219.05 | 1219.05 | 2500.0 | False | None | None | False | None | False | 3047625.0 | 0 | | 3575478 | 129978 | None | SC45 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (PWD Common Schedule of Rates-2023-24 for ENGINEERING DEPARTMENTS Works Vol-1, Pg No.16 I.No.2.3.1) | Cum | 6639.15 | 6639.15 | 106.31 | False | None | None | False | None | False | 705808.0365 | 0 | | 3575479 | 129978 | None | SC46 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.31 I.No.5.1) | Sqm | 43.05 | 43.05 | 1540.0 | False | None | None | False | None | False | 66297.0 | 0 | | 3575480 | 129978 | None | SC47 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.31 I.No.5.32) | Sqm | 12.6 | 12.6 | 770.0 | False | None | None | False | None | False | 9702.0 | 0 | | 3575481 | 129978 | None | SC48 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Gr-II (50 mm to 75 mm) with 4.5 % VG-30 Bitumen. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.35 I.No.5.12-C) | Cum | 9921.45 | 9921.45 | 46.2 | False | None | None | False | None | False | 458370.99 | 0 | | 3575482 | 129978 | None | SC49 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, Level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Gr-II (30 mm to 45 mm) with 5.4 % VG-30 Bitumen. (PWD Schedule of Rates-2023-24 for ROAD AND BRIDGE Works Vol-3, Pg No.38 I.No.5.16-C) | Cum | 11501.7 | 11501.7 | 30.8 | False | None | None | False | None | False | 354252.36 | 0 | | 3575483 | 129978 | None | SC50 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium Duty cover and frame.For 1.2m dia. onstructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 3.0 M depth & Medium duty SFRC cover & frame. (Common Schedule of Rates-2023-24 for Water Supply and Sewerage Works Vol-5, Pg No.202 I.No.16.42.3) | Each | 88739.7 | 88739.7 | 20.0 | False | None | None | False | None | False | 1774794.0 | 0 | | 3575484 | 129978 | None | SC51 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.75mm nominal dia pipes. (PWD Schedule of Rates-2023-24 for BUILDINGS Works Vol-2, Pg No.128 I.No.13.64.1) | Mtr | 303.45 | 303.45 | 100.0 | False | None | None | False | None | False | 30345.0 | 0 | | 3575485 | 129978 | None | SC52 | Providing and fixing Sewer (SWR) pipes, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.110mm nominal dia pipes. (PWD Schedule of Rates-2023-24 for BUILDINGS Works Vol-2, Pg No.128 I.No.13.64.2) | Mtr | 404.25 | 404.25 | 100.0 | False | None | None | False | None | False | 40425.0 | 0 |
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