| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1718720359000 | 0 | None | None | Roads | Road Work | 11741693.06 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3306956 | 115328 | None | 2.4 ii A Vol-3 | 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. By Mechanical Means using Dozer
| Sqm | 4.13 | 4.13 | 5202.9 | False | None | None | False | None | False | 21487.977 | 0 | | 3306957 | 115328 | None | 3.7 Vol-3 | Loosening, Levelling 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 Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
| Cum | 110.25 | 110.25 | 2456.92 | False | None | None | False | None | False | 270875.43 | 0 | | 3306958 | 115328 | None | 16.8 B Vol- 3 | 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.
| m | 26.25 | 26.25 | 3854.0 | False | None | None | False | None | False | 101167.5 | 0 | | 3306959 | 115328 | None | 1.12 Vol-1 | 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
| Cum | 99.75 | 99.75 | 385.29 | False | None | None | False | None | False | 38432.6775 | 0 | | 3306960 | 115328 | None | 1.7 vol-i | Construction of Embankment : Construction of embankment with approved material obtained Road Way Cutting and excavation from drain and foundation of other structures graded and compacted to meet requriement of Table 300.1 and 300.2 as per Technical Specification Clause 301 & 302
| Cum | 124.95 | 124.95 | 1321.81 | False | None | None | False | None | False | 165160.1595 | 0 | | 3306961 | 115328 | None | 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.
| Cum | 497.7 | 497.7 | 3112.63 | False | None | None | False | None | False | 1549155.951 | 0 | | 3306962 | 115328 | None | 16.10 vol-3 | Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification.
| Cum | 1498.35 | 1498.35 | 1084.06 | False | None | None | False | None | False | 1624301.301 | 0 | | 3306963 | 115328 | None | 4.14 B i-a Vol-3 | Construction of Subgrade and Earthen Shoulders : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
| Cum | 517.69 | 517.69 | 2499.99 | False | None | None | False | None | False | 1294219.8231 | 0 | | 3306964 | 115328 | None | 4.14 B i-a Vol-3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-upthe interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause
| Cum | 2272.7 | 2272.7 | 578.33 | False | None | None | False | None | False | 1314370.591 | 0 | | 3306965 | 115328 | None | 4.14 B ii-b Vol-3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices ofcoarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
"
| Cum | 2526.3 | 2526.3 | 556.65 | False | None | None | False | None | False | 1406264.895 | 0 | | 3306966 | 115328 | None | 5.1 A - I Vol-3 | Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.
| Sqm | 43.05 | 43.05 | 7422.0 | False | None | None | False | None | False | 319517.1 | 0 | | 3306967 | 115328 | None | 5.4 II Vol-3 | Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
| Sqm | 14.7 | 14.7 | 7422.0 | False | None | None | False | None | False | 109103.4 | 0 | | 3306968 | 115328 | None | 5.19 Vol-3 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 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 appropriate capacity not lss than 200 tonne per hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
"
| Sqm | 156.45 | 156.45 | 7422.0 | False | None | None | False | None | False | 1161171.9 | 0 | | 3306969 | 115328 | None | 5.21 II Vol-3 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B By Mechanical Means Bitumen S-65( I.No 5.11-Case-II/Type-B( II)
"
| Sqm | 54.6 | 54.6 | 7422.0 | False | None | None | False | None | False | 405241.2 | 0 | | 3306970 | 115328 | None | 16.28 Vol- 3 | 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 | 238.0 | False | None | None | False | None | False | 1687824.6 | 0 | | 3306971 | 115328 | None | 8.16 ii Vol-3 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
"
ii) Ordinary Kilometer Stone (Precast)
| Cum | 3073.35 | 3073.35 | 3.0 | False | None | None | False | None | False | 9220.05 | 0 | | 3306972 | 115328 | None | 8.16 iii Vol-3 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
" 200 m stone (precast)
| Each | 884.1 | 884.1 | 10.0 | False | None | None | False | None | False | 8841.0 | 0 | | 3306973 | 115328 | None | 8.5 A-II Vol-3 | Providing and fixing of Retro-reflectorised Traffic Signs, mandatory and informatory sign board as per IRC.67 made of Encapsulapted Lens Type Reflective Sheeting vide clause 1701.2.3 Fifed Over alluminum Sheeting,1.5mm thick supported on a mild steel angle iron post 75 mm x 75mmX 6mm firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450x50x600 mm, 600 mm below ground level as per approved drawing and technical specification Clause 801.
900 mm Equilatral triangle
| Each | 4918.2 | 4918.2 | 8.0 | False | None | None | False | None | False | 39345.6 | 0 | | 3306974 | 115328 | None | 8.7 Vol-3 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. (1.2mts X 0.75Mts)
Place Identification Board
| Sqm | 9460.5 | 9460.5 | 1.8 | False | None | None | False | None | False | 17028.9 | 0 | | 3306975 | 115328 | None | Item No 1 | KKRDB Main information Board
| Sqm | 6000.0 | 6000.0 | 2.0 | False | None | None | False | None | False | 12000.0 | 0 | | 3306976 | 115328 | None | 8.15 Vol-3 | Road Marking with Hot Applied Thermoplastic Compound with Reflectrising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per specifications. MORTH Specification No. 803- - with all lead and lift including other incidental charges wherever necessary for successful completion of work
| Sqm | 556.5 | 556.5 | 120.0 | False | None | None | False | None | False | 66780.0 | 0 | | 3306977 | 115328 | None | 14.1 A Vol-3 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder
| Cum | 2007.6 | 2007.6 | 36.0 | False | None | None | False | None | False | 72273.6 | 0 | | 3306978 | 115328 | None | 8.18 Vol-3 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
| Each | 785.4 | 785.4 | 61.0 | False | None | None | False | None | False | 47909.4 | 0 |
| | 1718720359000 | 0 | None | None | Roads | CONSTRUCTION OF 4 VENTS 1000 MM DIA PIPE CULVERTS | 785983.92 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3306979 | 115329 | None | 1.14.1 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"
| Cum | 107.1 | 107.1 | 204.61 | False | None | None | False | None | False | 21913.731 | 0 | | 3306980 | 115329 | None | 1.8 Vol-I | 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 | 497.7 | 497.7 | 23.1 | False | None | None | False | None | False | 11496.87 | 0 | | 3306981 | 115329 | None | 2.1.3Vol-I | 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 machinery, 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)
| Cum | 6288.45 | 6288.45 | 7.64 | False | None | None | False | None | False | 48043.758 | 0 | | 3306982 | 115329 | None | 2.4.1 Vol-I | 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
Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7262.14 | 7262.14 | 47.28 | False | None | None | False | None | False | 343353.9792 | 0 | | 3306983 | 115329 | None | 16.15 B Vol-III | 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 parapet clause 1106 (B) 1000 mm dia
1000 MM DIA NP3 PIPE
| Rmtr | 8355.9 | 8355.9 | 30.0 | False | None | None | False | None | False | 250677.0 | 0 | | 3306984 | 115329 | None | 14.1 A Vol-3 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
| Rmtr | 2007.6 | 2007.6 | 6.66 | False | None | None | False | None | False | 13370.616 | 0 | | 3306985 | 115329 | None | 14.4 A Vol-3 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder
| Cum | 2007.6 | 2007.6 | 16.5 | False | None | None | False | None | False | 33125.4 | 0 | | 3306986 | 115329 | None | 8.18 Vol-3 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
| Each | 785.4 | 785.4 | 16.0 | False | None | None | False | None | False | 12566.4 | 0 | | 3306987 | 115329 | None | 2.11 h Vol-1 | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery,labour,cleaning straighting,cutting,bending,hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications
| MT | 82961.55 | 82961.55 | 0.62 | False | None | None | False | None | False | 51436.161 | 0 |
| | 1718720359000 | 0 | None | None | Roads | CONSTRUCTION OF 2 VENTS 1000 MM DIA PIPE CULVERTS | 411388.77 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3306988 | 115330 | None | 1.14.1 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"
| Cum | 107.1 | 107.1 | 43.37 | False | None | None | False | None | False | 4644.927 | 0 | | 3306989 | 115330 | None | 1.8 Vol-I | 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 | 497.7 | 497.7 | 26.9 | False | None | None | False | None | False | 13388.13 | 0 | | 3306990 | 115330 | None | 2.1.3Vol-I | 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 machinery, 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)
| Cum | 6288.45 | 6288.45 | 2.86 | False | None | None | False | None | False | 17984.967 | 0 | | 3306991 | 115330 | None | 2.4.1 Vol-I | 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
Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7262.14 | 7262.14 | 24.24 | False | None | None | False | None | False | 176034.2736 | 0 | | 3306992 | 115330 | None | 16.15 B Vol-III | 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 parapet clause 1106 (B) 1000 mm dia
1000 MM DIA NP3 PIPE
| Rmtr | 8355.9 | 8355.9 | 15.0 | False | None | None | False | None | False | 125338.5 | 0 | | 3306993 | 115330 | None | 14.1 A Vol-3 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
| Rmtr | 2007.6 | 2007.6 | 3.96 | False | None | None | False | None | False | 7950.096 | 0 | | 3306994 | 115330 | None | 14.4 A Vol-3 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder
| Cum | 2007.6 | 2007.6 | 12.0 | False | None | None | False | None | False | 24091.2 | 0 | | 3306995 | 115330 | None | 8.18 Vol-3 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
| Each | 785.4 | 785.4 | 8.0 | False | None | None | False | None | False | 6283.2 | 0 | | 3306996 | 115330 | None | 2.11 h Vol-1 | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery,labour,cleaning straighting,cutting,bending,hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications
| MT | 82961.55 | 82961.55 | 0.43 | False | None | None | False | None | False | 35673.4665 | 0 |
| | 1718720359000 | 0 | None | None | Roads | CONSTRUCTION 1 VENT 1000 MM DIA PIPE CULVERTS CH.1.43,1.88 & 1.92 KM | 780952.97 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3306997 | 115331 | None | 1.14.1 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"
| Cum | 107.1 | 107.1 | 70.2 | False | None | None | False | None | False | 7518.42 | 0 | | 3306998 | 115331 | None | 1.8 Vol-I | 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 | 497.7 | 497.7 | 21.12 | False | None | None | False | None | False | 10511.424 | 0 | | 3306999 | 115331 | None | 2.1.3Vol-I | 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 machinery, 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)
| Cum | 6288.45 | 6288.45 | 5.67 | False | None | None | False | None | False | 35655.5115 | 0 | | 3307000 | 115331 | None | 2.4.1 Vol-I | 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
Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates
| Cum | 7262.14 | 7262.14 | 53.18 | False | None | None | False | None | False | 386200.6052 | 0 | | 3307001 | 115331 | None | 16.15 B Vol-III | 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 parapet clause 1106 (B) 1000 mm dia
1000 MM DIA NP3 PIPE
| Rmtr | 8355.9 | 8355.9 | 22.5 | False | None | None | False | None | False | 188007.75 | 0 | | 3307002 | 115331 | None | 14.1 A Vol-3 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
| Rmtr | 2007.6 | 2007.6 | 5.58 | False | None | None | False | None | False | 11202.408 | 0 | | 3307003 | 115331 | None | 14.4 A Vol-3 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I) Stone/Boulder
| Cum | 2007.6 | 2007.6 | 21.6 | False | None | None | False | None | False | 43364.16 | 0 | | 3307004 | 115331 | None | 8.18 Vol-3 | Reinforced cement concrete M 15 grade boundary pillars/local stone of standard design as per IRC : 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
| Each | 785.4 | 785.4 | 24.0 | False | None | None | False | None | False | 18849.6 | 0 | | 3307005 | 115331 | None | 2.11 h Vol-1 | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery,labour,cleaning straighting,cutting,bending,hooking laping /welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications
| MT | 82961.55 | 82961.55 | 0.96 | False | None | None | False | None | False | 79643.088 | 0 |
| | 1718720359000 | 0 | None | None | Roads | CONSTRUCTION OF 2.00 0.90 mtr SIZE DECK SLAB CULVERTS CH 0.31 & 1.68 KM | 378186.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3307006 | 115332 | None | 1.14.1 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"
| Cum | 107.1 | 107.1 | 55.84 | False | None | None | False | None | False | 5980.464 | 0 | | 3307007 | 115332 | None | 2.1.3Vol-I | 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 machinery, 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)
| Cum | 6288.45 | 6288.45 | 5.58 | False | None | None | False | None | False | 35089.551 | 0 | | 3307008 | 115332 | None | 16.27 Vol 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 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
M20 Design Mix Using 20 mm and down size graded crushed coarseaggregates
| Cum | 7170.28 | 7170.28 | 21.6 | False | None | None | False | None | False | 154878.048 | 0 | | 3307009 | 115332 | None | Item No | Providing and laying in position Reinforced 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 finsishing concrete structure in line, 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately)
M25 Design Mix Using 20 mm and down size graded crushed coarseaggregates
| Cum | 7544.41 | 7544.41 | 10.44 | False | None | None | False | None | False | 78763.6404 | 0 | | 3307010 | 115332 | None | Item No | Supplying, Fitting and Placing TMT FE 550/550D steel Reinforcement including cost of all material machinery,labour,cleaning straighting,cutting,bending,hooking laping/welding joints tying with binding wire / soft annealed steel wire and other ancillary operation complete as per drawing and technical specification. sub-structure complete as per Drawing and Technical Specifications
| Tonne | 82961.55 | 82961.55 | 1.0 | False | None | None | False | None | False | 82961.55 | 0 | | 3307011 | 115332 | None | Item No 1 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification
| Cum | 1226.4 | 1226.4 | 6.48 | False | None | None | False | None | False | 7947.072 | 0 | | 3307012 | 115332 | None | Item No 1 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting
| No | 785.4 | 785.4 | 16.0 | False | None | None | False | None | False | 12566.4 | 0 |
| | 1718720359000 | 0 | None | None | Roads | CONSTRUCTION OF FIELD CDs | 218128.6 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3307013 | 115333 | None | Item No 1 | 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 1106. 750 mm dia
| Rmtr | 3501.75 | 3501.75 | 50.0 | False | None | None | False | None | False | 175087.5 | 0 | | 3307014 | 115333 | None | Item No 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
| Cum | 497.7 | 497.7 | 86.48 | False | None | None | False | None | False | 43041.096 | 0 |
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