| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1709379942000 | 0 | None | None | Roads | Road Work | 3924122.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2889740 | 94594 | None | Vol.3-2.4.ii.A | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201. | Sqm | 4.13 | 4.13 | 1350.0 | False | None | None | False | None | False | 5575.5 | 0 | | 2889741 | 94594 | None | Vol.3-3.7 | 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 | 759.38 | False | None | None | False | None | False | 83721.645 | 0 | | 2889742 | 94594 | None | Vol.1-1.14.1 | 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 wo | Cum | 107.1 | 107.1 | 410.06 | False | None | None | False | None | False | 43917.426 | 0 | | 2889743 | 94594 | None | Vol.1- | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m3) | Cum | 124.95 | 124.95 | 246.04 | False | None | None | False | None | False | 30742.698 | 0 | | 2889744 | 94594 | None | Vol.1-1.8 | 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 | Cum | 497.7 | 497.7 | 918.34 | False | None | None | False | None | False | 457057.818 | 0 | | 2889745 | 94594 | None | Vol.3-4.2.B.V | Construction of granular sub-base by providing close graded material 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 | Cum | 2476.95 | 2476.95 | 410.06 | False | None | None | False | None | False | 1015698.117 | 0 | | 2889746 | 94594 | None | Vol.3-3.6 | 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 | 517.65 | 517.65 | 337.17 | False | None | None | False | None | False | 174536.0505 | 0 | | 2889747 | 94594 | None | Vol.3-4.14.B.i.a | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density.Mechanical means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel | Cum | 2272.2 | 2272.2 | 136.02 | False | None | None | False | None | False | 309064.644 | 0 | | 2889748 | 94594 | None | Vol.3-4.14.B.ii.b | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying
and brooming requisite type of screening/ binding Materials to fill
up the interstices of coarse aggregate, watering and compacting
to the required density.Mechanical means Grading-I (63 mm to 45 mm) Using Screening Crushable type such as Moorum or Gravel | Cum | 2526.3 | 2526.3 | 195.08 | False | None | None | False | None | False | 492830.604 | 0 | | 2889749 | 94594 | None | Vol.3-5.1.A.I | 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 0.90 kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 1813.5 | False | None | None | False | None | False | 78071.175 | 0 | | 2889750 | 94594 | None | Vol.3-5.4.II | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.20 kg/m2 on
the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.7 | 14.7 | 1743.75 | False | None | None | False | None | False | 25633.125 | 0 | | 2889751 | 94594 | None | Vol.3-5.19 | 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. | Sqm | 156.45 | 156.45 | 1743.75 | False | None | None | False | None | False | 272809.6875 | 0 | | 2889752 | 94594 | None | Vol.3-5.21.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 | Sqm | 54.6 | 54.6 | 1743.75 | False | None | None | False | None | False | 95208.75 | 0 | | 2889753 | 94594 | None | Vol.3-16.27 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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), complete.
| Cum | 6692.7 | 6692.7 | 118.12 | False | None | None | False | None | False | 790541.724 | 0 | | 2889754 | 94594 | None | Vol.3-5.2 | 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. | No | 4918.2 | 4918.2 | 6.0 | False | None | None | False | None | False | 29509.2 | 0 | | 2889755 | 94594 | None | Vol.3-8.7 | 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) | Sqm | 9460.5 | 9460.5 | 2.03 | False | None | None | False | None | False | 19204.815 | 0 |
| | 1709379942000 | 0 | None | None | Roads | CD WORKS | 270189.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2889756 | 94595 | None | Vol.1-1.14.1 | 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 | Cum | 107.1 | 107.1 | 6.34 | False | None | None | False | None | False | 679.014 | 0 | | 2889757 | 94595 | None | Vol.1-2.1.3 | 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 | Cum | 6288.45 | 6288.45 | 1.51 | False | None | None | False | None | False | 9495.5595 | 0 | | 2889758 | 94595 | None | Vol.1-2.5.1 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 8.95 | False | None | None | False | None | False | 62305.425 | 0 | | 2889759 | 94595 | None | Vol.1-2.11.h | 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 All other type of structures | t | 82961.55 | 82961.55 | 0.31 | False | None | None | False | None | False | 25718.0805 | 0 | | 2889760 | 94595 | None | Vol.3-16.15.B | 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 | Rmtr | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 2889761 | 94595 | None | Vol.3-16.15.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 750mm dia | Rmtr | 3501.75 | 3501.75 | 10.0 | False | None | None | False | None | False | 35017.5 | 0 | | 2889762 | 94595 | None | Vol.1-1.8 | 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 | Cum | 497.7 | 497.7 | 118.8 | False | None | None | False | None | False | 59126.76 | 0 | | 2889763 | 94595 | None | Vol.3-14.1.A | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of to of Embankment complete as per drawing and Technical specifications. Stone/Boulder | Cum | 2007.6 | 2007.6 | 7.56 | False | None | None | False | None | False | 15177.456 | 0 |
|
|
|---|