tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1707310725000 | 0 | None | None | Roads | Construction of 1 C.D | 338654.03 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2500393 | 75884 | None | I.N:1.14.1 PN-8,Vol-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 (I.N:1.14.1/PN-8,Vol-1) ---- including cost of all materials, labor ,HOM,l | Cum | 107.1 | 107.1 | 13.3499 | False | None | None | False | None | False | 1429.77429 | 0 | 2500394 | 75884 | None | P No 15 I No 2.1.3 Vol-1 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid eparately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates ---- including cost of all materials, labor ,HOM,l | Cum | 6288.45 | 6288.45 | 1.55 | False | None | None | False | None | False | 9747.0975 | 0 | 2500395 | 75884 | None | P No 16 I NO 2.4.2 Vol-1 | 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 coarseaggregates ---- including cost of all materials, labor ,HOM,l | Cum | 6639.15 | 6639.15 | 24.67 | False | None | None | False | None | False | 163787.8305 | 0 | 2500396 | 75884 | None | Issue Rate | Formwork for CD Headwall at 8% ---- including cost of all materials, labor ,HOM,l | Cum | 531.13 | 531.13 | 24.67 | False | None | None | False | None | False | 13102.9771 | 0 | 2500397 | 75884 | None | P No 18 I No 2.11 d Vol-1 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. ---- including cost of all materials, labor ,HOM,l | Tonne | 90990.9 | 90990.9 | 0.3454 | False | None | None | False | None | False | 31428.25686 | 0 | 2500398 | 75884 | None | P NO 146 I No 16.15 B Vol-3 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. 1000mm dia ---- including cost of all materials, labor ,HOM,l | m | 8355.9 | 8355.9 | 10.0 | False | None | None | False | None | False | 83559.0 | 0 | 2500399 | 75884 | None | P NO 7 I No 1.8 Vol-1 | Construction of Embankment
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. ---- including cost of all materials, labor ,HOM,l | Cum | 497.7 | 497.7 | 71.5272 | False | None | None | False | None | False | 35599.08744 | 0 |
| 1707310725000 | 0 | None | None | Roads | Maintenance of Road | 250651.17 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2500400 | 75885 | None | Issue Rate | Road Maintenance for 3rd year for road with BM+SDBC as wearing coat
Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary. Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance ---- including cost of all materials, labor ,HOM,l | Per Km | 31210.0 | 31210.0 | 1.617 | False | None | None | False | None | False | 50466.57 | 0 | 2500401 | 75885 | None | Issue Rate | Road Maintenance for 4th year for road with BM+SDBC as wearing coat
Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping, deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material/ irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance ---- including cost of all materials, labor ,HOM,l | Per Km | 54730.0 | 54730.0 | 1.617 | False | None | None | False | None | False | 88498.41 | 0 | 2500402 | 75885 | None | Issue Rate | Road Maintenance for 5th year with BM+SDBC coat as wearing coat
Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by clearing, cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss.of material/ irregulanties on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. White washing of parapet walls of CD work and tree trunks, Patching of shallow and deep potholes using prenixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance ---- including cost of all materials, labor ,HOM,l | Per Km | 69070.0 | 69070.0 | 1.617 | False | None | None | False | None | False | 111686.19 | 0 |
| 1707310725000 | 0 | None | None | Roads | Improvements to Kankanawadi Tukanatti road from KM 0.00 to 1.21 and 3.70 to 4.20 (Proposed KM 3.70 to 4.10) in Raibag Taluka of Belagavi District Under HOA 3054-04-337-1-10-200 MDR Maintenance for the Year 2023-24 | 19583552.85 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2500403 | 75886 | None | P No-17 3.5,Vol 3 | 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 (P No-17 / 3.5,Vol 3) ---- including cost of all materials, labor ,HOM,l | Sqm | 6.3 | 6.3 | 5336.1 | False | None | None | False | None | False | 33617.43 | 0 | 2500404 | 75886 | None | P No-18 3.11,Vol 3 | Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. (P No-18 / 3.11,Vol 3) ---- including cost of all materials, labor ,HOM,l | Sqm | 4.2 | 4.2 | 11400.7 | False | None | None | False | None | False | 47882.94 | 0 | 2500405 | 75886 | None | P No-17 3.6,Vol 3 | Construction of Subgrade and Earthen Shoulders
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 slopeand compacted to meet requirement of table No. 300-2 (P No-17/ 3.6,Vol 3) ---- including cost of all materials, labor ,HOM,l | Cum | 517.65 | 517.65 | 1221.32 | False | None | None | False | None | False | 632216.298 | 0 | 2500406 | 75886 | None | P No-7 1.8,Vol 1 | 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.If the height of embankment construction is more than 1.50 m add 5% per cum for every 1.50 m height or part there of Deduct 5% per cum if rollers are not used and tamping is done manually Add 8% per cum for works under foul & sullage situation P No-7/ 1.8,Vol 1 ---- including cost of all materials, labor ,HOM,l | Cum | 497.7 | 497.7 | 2171.81 | False | None | None | False | None | False | 1080909.837 | 0 | 2500407 | 75886 | None | P No-23 4.2 B (V),Vol 3 | Granular Sub-Base-By Mix in Place Method
Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401-For Grading -V Material (P No-23 / 4.2 B (V),Vol 3) ---- including cost of all materials, labor ,HOM,l | Cum | 2476.95 | 2476.95 | 2013.17 | False | None | None | False | None | False | 4986521.4315 | 0 | 2500408 | 75886 | None | P No-26 4.17,Vol 3 | 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.(P No-26 / 4.17,Vol 3) ---- including cost of all materials, labor ,HOM,l | Cum | 2686.95 | 2686.95 | 2223.38 | False | None | None | False | None | False | 5974110.891 | 0 | 2500409 | 75886 | None | P No-31 5.1 A (i),Vol 3 | Prime Coat over WMM/WBM
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..(P No-31 / 5.1 A (i),Vol 3) ---- including cost of all materials, labor ,HOM,l | Sqm | 43.05 | 43.05 | 8893.5 | False | None | None | False | None | False | 382865.175 | 0 | 2500410 | 75886 | None | P No-31 5.4,Vol 3 | Tack coat on Granular surface treated with primer
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on
Granular Surface. (P No-31 / 5.4,Vol 3) ---- including cost of all materials, labor ,HOM,l | Sqm | 14.7 | 14.7 | 8893.5 | False | None | None | False | None | False | 130734.45 | 0 | 2500411 | 75886 | None | P No-31 5.3 A,Vol 3 | Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPHcapacity 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 (P No-31 / 5.3 A,Vol 3) ---- including cost of all materials, labor ,HOM,l | Cum | 7835.1 | 7835.1 | 444.68 | False | None | None | False | None | False | 3484112.268 | 0 | 2500412 | 75886 | None | P No-43 5.31,Vol 3 | Semi Dense Bituminous Concrete
Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. (P No-43 / 5.31,Vol 3) ---- including cost of all materials, labor ,HOM,l | Cum | 10659.6 | 10659.6 | 222.34 | False | None | None | False | None | False | 2370055.464 | 0 | 2500413 | 75886 | None | P No-144 16.8,Vol 3 | Surface Drains in Soil
Construction of unlined surface drains of average crosssectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means (P No-144 / 16.8,Vol 3) ---- including cost of all materials, labor ,HOM,l | m | 26.25 | 26.25 | 808.5 | False | None | None | False | None | False | 21223.125 | 0 | 2500414 | 75886 | None | P No-67 8.15,Vol 3 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.(P No-67 / 8.15,Vol 3) ---- including cost of all materials, labor ,HOM,l | Sqm | 556.5 | 556.5 | 323.4 | False | None | None | False | None | False | 179972.1 | 0 | 2500415 | 75886 | None | P No-74 8.43,Vol 3 | 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. (P No-74/ 8.43,Vol 3) ---- including cost of all materials, labor ,HOM,l | Nos | 383.25 | 383.25 | 180.0 | False | None | None | False | None | False | 68985.0 | 0 | 2500416 | 75886 | None | P No-65 8.8,Vol 3 | Direction and Place Identification Signs more than 0.9 m2 Size Board.
providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2012 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm 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 (P No-65/ 8.8,Vol 3) ---- including cost of all materials, labor ,HOM,l | Sqm | 10187.1 | 10187.1 | 2.16 | False | None | None | False | None | False | 22004.136 | 0 | 2500417 | 75886 | None | P No-71 8.29(ii),Vol 3 | Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Single row for one utility service (P No-71/ 8.29(ii),Vol 3) ---- including cost of all materials, labor ,HOM,l | m | 2322.6 | 2322.6 | 40.0 | False | None | None | False | None | False | 92904.0 | 0 | 2500418 | 75886 | None | P No-64 8.5 A(ii),Vol 3 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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. 90 cm equilateral triangle (P No-64/ 8.5 A(ii),Vol 3) ---- including cost of all materials, labor ,HOM,l | Each | 4918.2 | 4918.2 | 6.0 | False | None | None | False | None | False | 29509.2 | 0 | 2500419 | 75886 | None | P No-64 8.5 A(xii) Vol-3 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 x 45 cm rectangular (P No-64/8.5 A(xii) Vol-3) ---- including cost of all materials, labor ,HOM,l | Each | 4435.2 | 4435.2 | 3.0 | False | None | None | False | None | False | 13305.6 | 0 | 2500420 | 75886 | None | P No-64 8.5 A(vi) ) Vol-3 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 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 90 cm circular (P No-64/8.5 A(vi) ) Vol-3) ---- including cost of all materials, labor ,HOM,l | Each | 6619.2 | 6619.2 | 4.0 | False | None | None | False | None | False | 26476.8 | 0 | 2500421 | 75886 | None | P No-67 8.16(ii) Vol-3 | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
Ordinary kilometer stone (precast) (P No-67/8.16(ii) Vol-3) ---- including cost of all materials, labor ,HOM,l | Nos | 3073.35 | 3073.35 | 2.0 | False | None | None | False | None | False | 6146.7 | 0 |
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