| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1708618827000 | 0 | None | None | Roads | Detailed Estimate of Road | 14945349.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2771503 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 9 SI. No.2.5 (ii) a | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (ii) By Mechanical Means using Dozer (a) In area of light jungle (2023-24 CSR, Volume-3, Pg No. 9/ SI. No.2.5 (ii) (a) ) | Sqm | 4.13 | 4.13 | 2979.0 | False | None | None | False | None | False | 12303.27 | 0 | | 2771504 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 17 SI. No.3.5 | 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 (2023-24 CSR, Volume-3, Pg No. 17/ SI. No.3.5 ) | Sqm | 6.3 | 6.3 | 3555.0 | False | None | None | False | None | False | 22396.5 | 0 | | 2771505 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 17 SI. No.3.7 | 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. (2023-24 CSR, Volume-3, Pg No. 17/ SI. No.3.7 ) | Cum | 110.25 | 110.25 | 888.75 | False | None | None | False | None | False | 97984.6875 | 0 | | 2771506 | 88334 | None | 2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.12 | 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. (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.12 ) | Cum | 99.75 | 99.75 | 964.91 | False | None | None | False | None | False | 96249.7725 | 0 | | 2771507 | 88334 | None | 2023-24 CSR, Volume-1, Pg No. 7 SI. No.1.8 | 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. (2023-24 CSR, Volume-1, Pg No. 7/ SI. No.1.8 ) | Cum | 497.7 | 497.7 | 4227.15 | False | None | None | False | None | False | 2103852.555 | 0 | | 2771508 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 23 SI. No.4.1 (v) | 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 (v) For Grading -V Material (2023-24 CSR, Volume-3, Pg No. 23/ SI. No.4.1 (v) ) | Cum | 2611.35 | 2611.35 | 1079.97 | False | None | None | False | None | False | 2820179.6595 | 0 | | 2771509 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 17 SI. No.3.6 | 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 (2023-24 CSR, Volume-3, Pg No. 17/ SI. No.3.6 ) | Cum | 517.65 | 517.65 | 3060.8 | False | None | None | False | None | False | 1584423.12 | 0 | | 2771510 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 26 SI. No.4.17 | 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 (2023-24 CSR, Volume-3, Pg No. 26/ SI. No.4.17 ) | Cum | 2686.95 | 2686.95 | 1367.55 | False | None | None | False | None | False | 3674538.4725 | 0 | | 2771511 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 31 SI. No.5.1 | 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/m2using mechanical means. (2023-24 CSR, Volume-3, Pg No. 31/ SI. No.5.1 ) | Sqm | 43.05 | 43.05 | 6078.0 | False | None | None | False | None | False | 261657.9 | 0 | | 2771512 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 31 SI. No.5.4 (ii) | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface (2023-24 CSR, Volume-3, Pg No. 31/ SI. No.5.4 (ii) ) | Sqm | 14.7 | 14.7 | 6078.0 | False | None | None | False | None | False | 89346.6 | 0 | | 2771513 | 88334 | None | 2023-24 CSR, Volume-3, Pg No.33 SI. No.5.8 (ii) c | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction Dense Graded Bituminous macadam Grading - i for traffic below 20 msa (2023-24 CSR, Volume-3, Pg No. 33/ SI. No.5.8 (ii) C ) | Cum | 8044.05 | 8044.05 | 303.9 | False | None | None | False | None | False | 2444586.795 | 0 | | 2771514 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 39 SI. No.5.19 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades (2023-24 CSR, Volume-3, Pg No. 39/ SI. No.5.19 ) | Sqm | 156.45 | 156.45 | 6078.0 | False | None | None | False | None | False | 950903.1 | 0 | | 2771515 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 39 SI. No.5.21 (ii) | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 Case - II : Type B Premix Seal coat (2023-24 CSR, Volume-3, Pg No. 39/ SI. No.5.21 (ii) ) | Sqm | 54.6 | 54.6 | 6078.0 | False | None | None | False | None | False | 331858.8 | 0 | | 2771516 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 67 SI. No.8.15 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. (2023-24 CSR, Volume-3, Pg No. 67/ SI. No.8.15) | Sqm | 556.5 | 556.5 | 331.0 | False | None | None | False | None | False | 184201.5 | 0 | | 2771517 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 74 SI. No.8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. (2023-24 CSR, Volume-3, Pg No. 74/ SI. No.8.43) | No | 383.25 | 383.25 | 404.0 | False | None | None | False | None | False | 154833.0 | 0 | | 2771518 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 67 SI. No.8.16 (ii) | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC 8 1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) (2023-24 CSR, Volume-3, Page No. 67/ SI. No.8.16 (ii)) | Each | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 | | 2771519 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 64 SI. No.8.6 (iv) | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 60 cm equilateral triangle (2023-24 CSR, Volume-3, Pg No. 64/ SI. No.8.6 (iv)) | Each | 3784.2 | 3784.2 | 6.0 | False | None | None | False | None | False | 22705.2 | 0 | | 2771520 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 65 SI. No.8.7 | Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing (2023-24 CSR, Volume-3, Pg No. 65/ SI. No.8.7 ) | Sqm | 9460.5 | 9460.5 | 3.6 | False | None | None | False | None | False | 34057.8 | 0 | | 2771521 | 88334 | None | 2023-24 CSR, Volume-3, Pg No. 67 SI. No.8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (2023-24 CSR, Volume-3, Pg No. 67/ SI. No.8.18 ) | Each | 785.4 | 785.4 | 60.0 | False | None | None | False | None | False | 47124.0 | 0 | | 2771522 | 88334 | None | As per Approved Rate | KKRDB Name Board (As per Approved Rate) | Unit | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| | 1708618827000 | 0 | None | None | Roads | Detailed Estimate of Field CD | 454954.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2771523 | 88335 | None | 2023-24 CSR, Volume-1, Pg No. 146 SI. No.16.15 c | 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 1101.6 750 mm dia (2023-24 CSR, Volume-1, Pg No. 146/ SI. No.16.15 (c) ) | Rmtr | 3501.75 | 3501.75 | 60.0 | False | None | None | False | None | False | 210105.0 | 0 | | 2771524 | 88335 | None | 2023-24 CSR, Volume-1, Pg No. 7 SI. No.1.8 | 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. (2023-24 CSR, Volume-1, Pg No. 7/ SI. No.1.8 ) | Cum | 497.7 | 497.7 | 264.0 | False | None | None | False | None | False | 131392.8 | 0 | | 2771525 | 88335 | None | 2023-24 CSR, Volume-1, Pg No. 129 SI. No.14.4 (A) | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder (2023-24 CSR, Volume-1, Pg No. 129/ SI. No.14.4 (A) ) | Cum | 3501.75 | 3501.75 | 32.4 | False | None | None | False | None | False | 113456.7 | 0 |
| | 1708618827000 | 0 | None | None | Roads | Detailed Estimate of Box Culvert at Ch 0.43 Km | 9804104.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2771526 | 88336 | None | 2023-24 CSR, Volume-3, Pg No.10 SI. No.2.8 (ii) a | 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 By Mechanical Means (2023-24 CSR, Volume-3, Pg No. 10/ SI. No.2.8 (ii) a ) | Cum | 754.95 | 754.95 | 241.88 | False | None | None | False | None | False | 182607.306 | 0 | | 2771527 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 11 SI. No.2.17 (ix)B | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works. Above 600 mm to 900 mm dia (2023-24 CSR, Volume-3, Pg No. 11/ SI. No.2.17 (ix) B ) | Rmtr | 1150.8 | 1150.8 | 82.5 | False | None | None | False | None | False | 94941.0 | 0 | | 2771528 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.12 | 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. (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.12 ) | Cum | 99.75 | 99.75 | 964.5 | False | None | None | False | None | False | 96208.875 | 0 | | 2771529 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 8 SI. No.1.14.1 | 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 (2023-24 CSR, Volume-1, Pg No. 8/ SI. No.1.14.1 ) | Cum | 107.1 | 107.1 | 691.73 | False | None | None | False | None | False | 74084.283 | 0 | | 2771530 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 112 SI. No.11.36 | Sand Filling in Wells complete as per Drawing and Technical Specifications.(2023-24 CSR, Volume-3, Pg No. 112/ SI. No.11.36 ) | Cum | 2710.05 | 2710.05 | 168.83 | False | None | None | False | None | False | 457537.7415 | 0 | | 2771531 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 15 SI. No.2.1.3 | 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 (2023-24 CSR, Volume-1, Pg No. 15/ SI. No.2.1.3 ) | Cum | 6288.45 | 6288.45 | 65.4 | False | None | None | False | None | False | 411264.63 | 0 | | 2771532 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.2 | 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.2 ) | Cum | 6639.15 | 6639.15 | 499.81 | False | None | None | False | None | False | 3318313.5615 | 0 | | 2771533 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 112 SI. No.11 | Form work for Earth retaining structures 10% (2023-24 CSR, Volume-1, Pg No. 112/ SI. No.11 ) | Cum | 663.92 | 663.92 | 499.81 | False | None | None | False | None | False | 331833.8552 | 0 | | 2771534 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 16 SI. No.2.4.3 | 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 (2023-24 CSR, Volume-1, Pg No. 16/ SI. No.2.4.3 ) | Cum | 6652.8 | 6652.8 | 205.58 | False | None | None | False | None | False | 1367682.624 | 0 | | 2771535 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 112 SI. No.6 | Form work for Box Culvert 20% (2023-24 CSR, Volume-1, Pg No. 112/ SI. No.6 ) | Cum | 1330.56 | 1330.56 | 205.58 | False | None | None | False | None | False | 273536.5248 | 0 | | 2771536 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 18 SI. No.2.11 c | 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. Sub structure of Bridges (2023-24 CSR, Volume-1, Pg No. 18/ SI. No.2.11 c ) | Tonne | 90754.65 | 90754.65 | 15.29 | False | None | None | False | None | False | 1387638.5985 | 0 | | 2771537 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 121 SI. No.13.7 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification (2023-24 CSR, Volume-3, Pg No. 121/ SI. No.13.7 ) | No | 3434.55 | 3434.55 | 10.0 | False | None | None | False | None | False | 34345.5 | 0 | | 2771538 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 117 SI. No.12.1 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (2023-24 CSR, Volume-3, Pg No. 117/ SI. No.12.1 ) | m | 144.9 | 144.9 | 110.0 | False | None | None | False | None | False | 15939.0 | 0 | | 2771539 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 117 SI. No.12.4 | 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. (2023-24 CSR, Volume-3, Pg No. 117/ SI. No.12.4 ) | Cum | 2810.85 | 2810.85 | 78.45 | False | None | None | False | None | False | 220511.1825 | 0 | | 2771540 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 117 SI. No.12.3 (A) | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification granular material (2023-24 CSR, Volume-3, Pg No. 117/ SI. No.12.3 (A) ) | Cum | 1226.4 | 1226.4 | 194.1 | False | None | None | False | None | False | 238044.24 | 0 | | 2771541 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 121 SI. No.13.4 | 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. (2023-24 CSR, Volume-3, Pg No. 121/ SI. No.13.4 ) | m | 2445.45 | 2445.45 | 68.4 | False | None | None | False | None | False | 167268.78 | 0 | | 2771542 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 125 SI. No.13.20 | Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. (2023-24 CSR, Volume-3, Pg No. 125/ SI. No.13.20 ) | m | 6683.25 | 6683.25 | 15.0 | False | None | None | False | None | False | 100248.75 | 0 | | 2771543 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 121 SI. No.13.2 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) (2023-24 CSR, Volume-3, Pg No. 121/ SI. No.13.2 ) | Cum | 14669.55 | 14669.55 | 10.99 | False | None | None | False | None | False | 161218.3545 | 0 | | 2771544 | 88336 | None | 2023-24 CSR, Volume-1, Pg No. 7 SI. No.1.8 | 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. (2023-24 CSR, Volume-1, Pg No. 7/ SI. No.1.8 ) | Cum | 497.7 | 497.7 | 1125.0 | False | None | None | False | None | False | 559912.5 | 0 | | 2771545 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 122 SI. No.13.9 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) (2023-24 CSR, Volume-3, Pg No. 122/ SI. No.13.9 ) | Cum | 12426.75 | 12426.75 | 23.76 | False | None | None | False | None | False | 295259.58 | 0 | | 2771546 | 88336 | None | 2023-24 CSR, Volume-3, Pg No. 67 SI. No.8.18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting (2023-24 CSR, Volume-3, Pg No. 67/ SI. No.8.18 ) | Each | 785.4 | 785.4 | 20.0 | False | None | None | False | None | False | 15708.0 | 0 |
|
|
|---|