tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1707208736000 | 1 | None | None | Bridges/Culverts | Construction of Road & Bridge Box Culvert from NH 150A to SH129 (in between ST Colony) in Santekallur Village. 2)Construction of Drain in ST Colony at Mattur Village in Maski Constituency at Lingasugur Taluka of Raichur District Under KKRDB for the year 2023-24 RCH231924244 TSP | 7568750.79 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2461232 | 74414 | None | PWD CSR VOL-I year 2023-24 I. No. 1.14.1 P.No.8 | 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 | Cum | 122.77 | 122.77 | 1067.17 | False | None | None | False | None | False | 131016.4609 | 0 | 2461233 | 74414 | None | PWD CSR VOL I year 2023-24. I. No. 1.23 P.No. 11 | 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. | Cum | 2816.1 | 2816.1 | 67.15 | False | None | None | False | None | False | 189101.115 | 0 | 2461234 | 74414 | None | PWD CSR VOL I year 2023-24. I. No. 2.1.3 P.No. 15 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6917.29 | 6917.29 | 52.01 | False | None | None | False | None | False | 359768.2529 | 0 | 2461235 | 74414 | None | PWD CSR VOL I year 2023-24. I. No. 2.1.4 P.No. 15 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7180.63 | 7180.63 | 36.49 | False | None | None | False | None | False | 262021.1887 | 0 | 2461236 | 74414 | None | PWD CSR VOL I year 2023-24. I. No. 1.8 P.No. 7 | 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. | Cum | 537.52 | 537.52 | 90.0 | False | None | None | False | None | False | 48376.8 | 0 | 2461237 | 74414 | None | PWD SR VOL III year 2023-24. I No. 16.15,P.No.46 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.. .c. 750mm Dia | Cum | 3501.75 | 3501.75 | 22.5 | False | None | None | False | None | False | 78789.375 | 0 | 2461238 | 74414 | None | PWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16 | 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 | Cum | 7484.4 | 7484.4 | 262.38 | False | None | None | False | None | False | 1963756.872 | 0 | 2461239 | 74414 | None | PWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112 | 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 Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20% | Cum | 1496.88 | 1496.88 | 298.87 | False | None | None | False | None | False | 447372.5256 | 0 | 2461240 | 74414 | None | PWD CSR VOL I year 2023-24. I. No. 2.5.2 P.No. 16 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7903.67 | 7903.67 | 51.82 | False | None | None | False | None | False | 409568.1794 | 0 | 2461241 | 74414 | None | PWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112 | Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20% | Cum | 1580.73 | 1580.73 | 51.82 | False | None | None | False | None | False | 81913.4286 | 0 | 2461242 | 74414 | None | PWD SR VOL III year 2023-24. Sl. No.12.2,P.No.117 | 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 | m | 250.95 | 250.95 | 120.0 | False | None | None | False | None | False | 30114.0 | 0 | 2461243 | 74414 | None | PWD CSR VOL I year 2023-24. It. No. 2.11 P.No. 18 | 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.c.Sub structure of Bridges | Kg | 90754.65 | 90754.65 | 19.68 | False | None | None | False | None | False | 1786051.512 | 0 | 2461244 | 74414 | None | PWD CSR VOL I year 2023-24. It. No. 2.11 P.No. 18 | 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.d.Super structure of Bridges | Kg | 90990.9 | 90990.9 | 3.37 | False | None | None | False | None | False | 306639.333 | 0 | 2461245 | 74414 | None | PWD SR VOL III year 2023-24. Sl. No.13.8,P.No. 121 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 7151.55 | 7151.55 | 10.5 | False | None | None | False | None | False | 75091.275 | 0 | 2461246 | 74414 | None | PWD SR VOL III year 2023-24 Sl. No.13.9 P.No. 122 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 12426.75 | 12426.75 | 21.0 | False | None | None | False | None | False | 260961.75 | 0 | 2461247 | 74414 | None | PWD SR VOL III year 2023-24. Sl. No.13.7 P.No.121 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | Nos | 3434.55 | 3434.55 | 22.0 | False | None | None | False | None | False | 75560.1 | 0 | 2461248 | 74414 | None | PWD SR VOL III year 2023-24 Sl. No. 13.2,P.No.121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) | Cum | 14669.55 | 14669.55 | 18.63 | False | None | None | False | None | False | 273293.7165 | 0 | 2461249 | 74414 | None | PWD SR VOL III year 2023-24. Sl. No. 14.1P.No.129 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. | Cum | 2007.6 | 2007.6 | 97.82 | False | None | None | False | None | False | 196383.432 | 0 | 2461250 | 74414 | None | PWD SR VOL III year 2023-24 Sl. No. 12.3, P.No.117 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.A Granular material | Cum | 1226.4 | 1226.4 | 300.0 | False | None | None | False | None | False | 367920.0 | 0 | 2461251 | 74414 | None | PWD SR VOL III year 2023-24 Sl. No.12.4, P.No. 117 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | Cum | 2810.85 | 2810.85 | 48.0 | False | None | None | False | None | False | 134920.8 | 0 | 2461252 | 74414 | None | PWD SR VOL III year 2023-24 Sl. No. 13.15P.No. 123 | Filler joint(ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. | m | 143.85 | 143.85 | 20.0 | False | None | None | False | None | False | 2877.0 | 0 | 2461253 | 74414 | None | PWD SR VOL III year 2023-24 Sl. No. 13. 4 P.No.121 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | m | 2445.45 | 2445.45 | 35.68 | False | None | None | False | None | False | 87253.656 | 0 |
| 1707208736000 | 1 | None | None | Bridges/Culverts | Pipe Culvert one | 263920.12 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2461254 | 74415 | None | PWD CSR VOL I year 2023-24. I. No. 1.14.1 P.No. 08 | 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 | Cum | 122.77 | 122.77 | 14.88 | False | None | None | False | None | False | 1826.8176 | 0 | 2461255 | 74415 | None | PWD CSR VOL I year 2023-24. I. No. 1.8 P.No. 7 | 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. | Cum | 537.51 | 537.51 | 85.08 | False | None | None | False | None | False | 45731.3508 | 0 | 2461256 | 74415 | None | PWD CSR VOL I year 2023-24. I. No. 2.1.3 P.No. 15 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6917.29 | 6917.29 | 1.75 | False | None | None | False | None | False | 12105.2575 | 0 | 2461257 | 74415 | None | PWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16 | 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 | Cum | 7484.4 | 7484.4 | 14.54 | False | None | None | False | None | False | 108823.176 | 0 | 2461258 | 74415 | None | PWD CSR VOL I year 2023-24. Sl. No. 08 P.No. 111 | Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Culverts (Head walls) 8% | Cum | 598.75 | 598.75 | 14.54 | False | None | None | False | None | False | 8705.825 | 0 | 2461259 | 74415 | None | PWD SR VOL III year 2023-24. Sl. No.16.15,P.No.146 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.. .b. 1000mm Dia | m | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | 2461260 | 74415 | None | PWD CSR VOL I year 2023-24. It. No. 2.11 P.No. 18 | 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.c.Sub structure of Bridges | Kg | 80194.8 | 80194.8 | 0.3 | False | None | None | False | None | False | 24058.44 | 0 |
| 1707208736000 | 1 | None | None | Bridges/Culverts | CC Road and Drain | 3142391.35 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2461261 | 74416 | None | PWD SR of VOL III year 2023-24 (Sl.No.3.7, P.No17) | Compacting Original Ground Compacting original ground supporting embankmentLoosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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. | Cum | 110.25 | 110.25 | 182.25 | False | None | None | False | None | False | 20093.0625 | 0 | 2461262 | 74416 | None | PWD SR of VOL III year 2023-24 (Sl.No.3.6, P.No17) | Construction of Subgrade and Earthen ShouldersConstruction 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 | Cum | 517.65 | 517.65 | 182.25 | False | None | None | False | None | False | 94341.7125 | 0 | 2461263 | 74416 | None | PWD SR of VOL III year 2023-24 (Sl.No.4.1, P.No23) | Granular Sub-BaseA.Plant Mix MethodConstruction 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 (V) For Grading -V Material | Cum | 2611.35 | 2611.35 | 121.5 | False | None | None | False | None | False | 317279.025 | 0 | 2461264 | 74416 | None | PWD SR of VOL III year 2023-24 (Sl.No.4.17, P.No26 | 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. | Cum | 2686.95 | 2686.95 | 91.12 | False | None | None | False | None | False | 244834.884 | 0 | 2461265 | 74416 | None | PWD SR of VOL III year 2023-24 (Sl.No.16.28P.No149 | 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. | Cum | 7091.7 | 7091.7 | 182.25 | False | None | None | False | None | False | 1292462.325 | 0 | 2461266 | 74416 | None | PWD CSR of VOL I year 2023-24 (It No .1.4.1 P.No 5 | 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 | Cum | 195.3 | 195.3 | 124.5 | False | None | None | False | None | False | 24314.85 | 0 | 2461267 | 74416 | None | PWD CSR of VOL I year 2023-24 It No .2.1.3 P.No 15 | 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 ofall 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 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 42.05 | False | None | None | False | None | False | 264429.3225 | 0 | 2461268 | 74416 | None | PWD CSR of VOL I year 2023-24 It No .2.4.2 P.No 17 | 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 | Cum | 6639.15 | 6639.15 | 74.5 | False | None | None | False | None | False | 494616.675 | 0 | 2461269 | 74416 | None | PWD CSR of VOL I year 2023-24 Sl No .04 P.No 111 | 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 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates percentage Additionalities for Form work, Centering & Scaffolding-Cement Concrete Drain Walls | Cum | 2323.7 | 2323.7 | 43.6 | False | None | None | False | None | False | 101313.32 | 0 | 2461270 | 74416 | None | PWD CSR of VOL I year 2023-24 It No .2.1.1 P.No 18 | 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 | Kg | 82961.55 | 82961.55 | 3.48 | False | None | None | False | None | False | 288706.194 | 0 |
| 1707230761000 | 0 | None | None | Bridges/Culverts | Construction of Road & Bridge Box Culvert from NH 150A to SH129 (in between ST Colony) in Santekallur Village. 2)Construction of Drain in ST Colony at Mattur Village in Maski Constituency at Lingasugur Taluka of Raichur District Under KKRDB for the year 2023-24 RCH231924244 TSP | 10975062.26 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2484896 | 74914 | None | PWD SR of VOL III year 2023-24 (Sl.No.3.7, P.No17) | Compacting Original Ground Compacting original ground supporting embankmentLoosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, carified 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. | Cum | 110.25 | 110.25 | 182.25 | False | None | None | False | None | False | 20093.0625 | 0 | 2484867 | 74914 | None | PWD CSR VOL-I year 2023-24 I. No. 1.14.1 P.No.8 | 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 | Cum | 122.77 | 122.77 | 1067.17 | False | None | None | False | None | False | 131016.4609 | 0 | 2484889 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 1.14.1 P.No. 08 | 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 | Cum | 122.77 | 122.77 | 14.88 | False | None | None | False | None | False | 1826.8176 | 0 | 2484897 | 74914 | None | PWD SR of VOL III year 2023-24 (Sl.No.3.6, P.No17) | Construction of Subgrade and Earthen ShouldersConstruction 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 | Cum | 517.65 | 517.65 | 182.25 | False | None | None | False | None | False | 94341.7125 | 0 | 2484868 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 1.23 P.No. 11 | 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. | Cum | 2816.1 | 2816.1 | 67.15 | False | None | None | False | None | False | 189101.115 | 0 | 2484890 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 1.8 P.No. 7 | 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. | Cum | 537.51 | 537.51 | 85.08 | False | None | None | False | None | False | 45731.3508 | 0 | 2484898 | 74914 | None | PWD SR of VOL III year 2023-24 (Sl.No.4.1, P.No23) | Granular Sub-BaseA.Plant Mix MethodConstruction 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 (V) For Grading -V Material | Cum | 2611.35 | 2611.35 | 121.5 | False | None | None | False | None | False | 317279.025 | 0 | 2484869 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 2.1.3 P.No. 15 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6917.29 | 6917.29 | 52.01 | False | None | None | False | None | False | 359768.2529 | 0 | 2484891 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 2.1.3 P.No. 15 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6917.29 | 6917.29 | 1.75 | False | None | None | False | None | False | 12105.2575 | 0 | 2484870 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 2.1.4 P.No. 15 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 7180.63 | 7180.63 | 36.49 | False | None | None | False | None | False | 262021.1887 | 0 | 2484899 | 74914 | None | PWD SR of VOL III year 2023-24 (Sl.No.4.17, P.No26 | 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. | Cum | 2686.95 | 2686.95 | 91.12 | False | None | None | False | None | False | 244834.884 | 0 | 2484892 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16 | 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 | Cum | 7484.4 | 7484.4 | 14.54 | False | None | None | False | None | False | 108823.176 | 0 | 2484900 | 74914 | None | PWD SR of VOL III year 2023-24 (Sl.No.16.28P.No149 | 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. | Cum | 7091.7 | 7091.7 | 182.25 | False | None | None | False | None | False | 1292462.325 | 0 | 2484893 | 74914 | None | PWD CSR VOL I year 2023-24. Sl. No. 08 P.No. 111 | Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Culverts (Head walls) 8% | Cum | 598.75 | 598.75 | 14.54 | False | None | None | False | None | False | 8705.825 | 0 | 2484871 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 1.8 P.No. 7 | 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. | Cum | 537.52 | 537.52 | 90.0 | False | None | None | False | None | False | 48376.8 | 0 | 2484901 | 74914 | None | PWD CSR of VOL I year 2023-24 (It No .1.4.1 P.No 5 | 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 | Cum | 195.3 | 195.3 | 124.5 | False | None | None | False | None | False | 24314.85 | 0 | 2484872 | 74914 | None | PWD SR VOL III year 2023-24. I No. 16.15,P.No.46 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.. .c. 750mm Dia | Cum | 3501.75 | 3501.75 | 22.5 | False | None | None | False | None | False | 78789.375 | 0 | 2484894 | 74914 | None | PWD SR VOL III year 2023-24. Sl. No.16.15,P.No.146 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.6.. .b. 1000mm Dia | m | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | 2484873 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 2.3.2 P.No. 16 | 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 | Cum | 7484.4 | 7484.4 | 262.38 | False | None | None | False | None | False | 1963756.872 | 0 | 2484895 | 74914 | None | PWD CSR VOL I year 2023-24. It. No. 2.11 P.No. 18 | 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.c.Sub structure of Bridges | Kg | 80194.8 | 80194.8 | 0.3 | False | None | None | False | None | False | 24058.44 | 0 | 2484902 | 74914 | None | PWD CSR of VOL I year 2023-24 It No .2.1.3 P.No 15 | 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 ofall 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 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 42.05 | False | None | None | False | None | False | 264429.3225 | 0 | 2484874 | 74914 | None | PWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112 | 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 Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20% | Cum | 1496.88 | 1496.88 | 298.87 | False | None | None | False | None | False | 447372.5256 | 0 | 2484903 | 74914 | None | PWD CSR of VOL I year 2023-24 It No .2.4.2 P.No 17 | 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 | Cum | 6639.15 | 6639.15 | 74.5 | False | None | None | False | None | False | 494616.675 | 0 | 2484875 | 74914 | None | PWD CSR VOL I year 2023-24. I. No. 2.5.2 P.No. 16 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7903.67 | 7903.67 | 51.82 | False | None | None | False | None | False | 409568.1794 | 0 | 2484904 | 74914 | None | PWD CSR of VOL I year 2023-24 Sl No .04 P.No 111 | 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 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates percentage Additionalities for Form work, Centering & Scaffolding-Cement Concrete Drain Walls | Cum | 2323.7 | 2323.7 | 43.6 | False | None | None | False | None | False | 101313.32 | 0 | 2484876 | 74914 | None | PWD CSR VOL I year 2023-24. Sl. No. 06 P.No. 112 | Percentage Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3, Box Culvert 20% | Cum | 1580.73 | 1580.73 | 51.82 | False | None | None | False | None | False | 81913.4286 | 0 | 2484905 | 74914 | None | PWD CSR of VOL I year 2023-24 It No .2.1.1 P.No 18 | 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 | Kg | 82961.55 | 82961.55 | 3.48 | False | None | None | False | None | False | 288706.194 | 0 | 2484877 | 74914 | None | PWD SR VOL III year 2023-24. Sl. No.12.2,P.No.117 | 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 | m | 250.95 | 250.95 | 120.0 | False | None | None | False | None | False | 30114.0 | 0 | 2484878 | 74914 | None | PWD CSR VOL I year 2023-24. It. No. 2.11 P.No. 18 | 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.c.Sub structure of Bridges | Kg | 90754.65 | 90754.65 | 19.68 | False | None | None | False | None | False | 1786051.512 | 0 | 2484879 | 74914 | None | PWD CSR VOL I year 2023-24. It. No. 2.11 P.No. 18 | 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.d.Super structure of Bridges | Kg | 90990.9 | 90990.9 | 3.37 | False | None | None | False | None | False | 306639.333 | 0 | 2484880 | 74914 | None | PWD SR VOL III year 2023-24. Sl. No.13.8,P.No. 121 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 7151.55 | 7151.55 | 10.5 | False | None | None | False | None | False | 75091.275 | 0 | 2484881 | 74914 | None | PWD SR VOL III year 2023-24 Sl. No.13.9 P.No. 122 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 12426.75 | 12426.75 | 21.0 | False | None | None | False | None | False | 260961.75 | 0 | 2484882 | 74914 | None | PWD SR VOL III year 2023-24. Sl. No.13.7 P.No.121 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | Nos | 3434.55 | 3434.55 | 22.0 | False | None | None | False | None | False | 75560.1 | 0 | 2484883 | 74914 | None | PWD SR VOL III year 2023-24 Sl. No. 13.2,P.No.121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) | Cum | 14669.55 | 14669.55 | 18.63 | False | None | None | False | None | False | 273293.7165 | 0 | 2484884 | 74914 | None | PWD SR VOL III year 2023-24. Sl. No. 14.1P.No.129 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. | Cum | 2007.6 | 2007.6 | 97.82 | False | None | None | False | None | False | 196383.432 | 0 | 2484885 | 74914 | None | PWD SR VOL III year 2023-24 Sl. No. 12.3, P.No.117 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification.A Granular material | Cum | 1226.4 | 1226.4 | 300.0 | False | None | None | False | None | False | 367920.0 | 0 | 2484886 | 74914 | None | PWD SR VOL III year 2023-24 Sl. No.12.4, P.No. 117 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. | Cum | 2810.85 | 2810.85 | 48.0 | False | None | None | False | None | False | 134920.8 | 0 | 2484887 | 74914 | None | PWD SR VOL III year 2023-24 Sl. No. 13.15P.No. 123 | Filler joint(ii)Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. | m | 143.85 | 143.85 | 20.0 | False | None | None | False | None | False | 2877.0 | 0 | 2484888 | 74914 | None | PWD SR VOL III year 2023-24 Sl. No. 13. 4 P.No.121 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, c/c spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | m | 2445.45 | 2445.45 | 35.68 | False | None | None | False | None | False | 87253.656 | 0 |
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