| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1724150552000 | 0 | None | None | Roads | CD PORTION | 1406226.71 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3820104 | 145335 | None | Vo-1 5 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 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 254.1 | 254.1 | 107.43 | False | None | None | False | None | False | 27297.963 | 0 | | 3820105 | 145335 | None | Vo-1 15 2.1.3 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The anite/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 separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 6288.45 | 6288.45 | 10.34 | False | None | None | False | None | False | 65022.573 | 0 | | 3820106 | 145335 | None | Vo-1 16 2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 6639.15 | 6639.15 | 93.9 | False | None | None | False | None | False | 623416.185 | 0 | | 3820107 | 145335 | None | Vo-3 71 9.2(II) | 9.2 2900 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .II)1200 mm dia ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Mtr | 22723.05 | 22723.05 | 15.0 | False | None | None | False | None | False | 340845.75 | 0 | | 3820108 | 145335 | None | Vo 3 18 2.11 C | 2.11 Steel Fabrication
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 Bridges ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Tonne | 90754.65 | 90754.65 | 1.1 | False | None | None | False | None | False | 99830.115 | 0 | | 3820109 | 145335 | None | Vo-1 33 1.80 | Cbe approved ravel/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, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 497.7 | 497.7 | 401.73 | False | None | None | False | None | False | 199941.021 | 0 | | 3820110 | 145335 | None | VolI Page 111 8 | Providing centering & Scuffolding for culvert
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 531.13 | 531.13 | 93.9 | False | None | None | False | None | False | 49873.107 | 0 |
| | 1724150552000 | 0 | None | None | Roads | Road Part | 32119200.55 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3820111 | 145336 | None | 2.5.(IIA ) | 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 andtacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. In area of light jungle
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | 100 Sqm | 412.65 | 412.65 | 54.9 | False | None | None | False | None | False | 22654.485 | 0 | | 3820112 | 145336 | None | 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 achinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 107.1 | 107.1 | 1852.88 | False | None | None | False | None | False | 198443.448 | 0 | | 3820113 | 145336 | None | 3.7 | Compacting Original Ground Compacting original ground supporting embankment 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.
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 110.25 | 110.25 | 3912.19 | False | None | None | False | None | False | 431318.9475 | 0 | | 3820114 | 145336 | None | 1.8 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or orrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and requirement complete as per specifications, including cost of labour,rolling,water,all aterials,usage& all other appurtenaces required to complete the work. ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 497.7 | 497.7 | 845.25 | False | None | None | False | None | False | 420680.925 | 0 | | 3820115 | 145336 | None | 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 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 517.65 | 517.65 | 1578.81 | False | None | None | False | None | False | 817270.9965 | 0 | | 3820116 | 145336 | None | 4.2 v | 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 401For Grading -V Material ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 2418.15 | 2418.15 | 2619.02 | False | None | None | False | None | False | 6333183.213 | 0 | | 3820117 | 145336 | None | 4.17 | 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
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 2686.95 | 2686.95 | 3843.28 | False | None | None | False | None | False | 10326701.196 | 0 | | 3820118 | 145336 | None | 5.1(i) | A Prime Coat over WMM/WBM
(i) 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 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Sqm | 43.05 | 43.05 | 17081.25 | False | None | None | False | None | False | 735347.8125 | 0 | | 3820119 | 145336 | None | 5.32 | Tack coat on Bituminous surface
Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Sqm | 12.6 | 12.6 | 17081.25 | False | None | None | False | None | False | 215223.75 | 0 | | 3820120 | 145336 | None | 5.8(ii)c | Bituminous Macadam Grading - II for traffic 20 MSA 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 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 8044.05 | 8044.05 | 854.06 | False | None | None | False | None | False | 6870101.343 | 0 | | 3820121 | 145336 | None | 5.31 | Semi Dense Bituminous Concrete 5.31 IRC-37:2018
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 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 10659.6 | 10659.6 | 427.03 | False | None | None | False | None | False | 4551968.988 | 0 | | 3820122 | 145336 | None | 8.16.(ii) | Kilometre Stone
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc(II)Ordinary KM stone ( precast) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Nos | 3073.35 | 3073.35 | 5.0 | False | None | None | False | None | False | 15366.75 | 0 | | 3820123 | 145336 | None | 8.16.(iii) | 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) 200 m stone (precast ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Nos | 884.1 | 884.1 | 19.0 | False | None | None | False | None | False | 16797.9 | 0 | | 3820124 | 145336 | None | 8.7 | Direction and Place Identification Signs upto 0.9 m2 Size Board.
Providing and erecting direction and place dentification 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 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Sqm | 9460.5 | 9460.5 | 1.8 | False | None | None | False | None | False | 17028.9 | 0 | | 3820125 | 145336 | None | 8.5 | A Retro-Reflectorised Traffic Signs
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.(IV) 60cm Equilateral Traingle ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Each | 3754.8 | 3754.8 | 4.0 | False | None | None | False | None | False | 15019.2 | 0 | | 3820126 | 145336 | None | 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 8 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Nos | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3820127 | 145336 | None | 8.15 | Road Marking with Hot Applied Thermoplastic Compound
with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2area, 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
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Sqm | 556.5 | 556.5 | 915.0 | False | None | None | False | None | False | 509197.5 | 0 | | 3820128 | 145336 | None | 1.111 | Road maintenance for 3rd year for road with BM+SDBC As wearing coat maintenance of road for 3rd year by cleaning and uprooting vegetation on either side of the road, maintenance of surface drains by clearing, cleaning, reshaping outside drains. stripping exercise from shoulder surface and making up loss of material, regularities and Shoulder wherever necessary, maintenance and painting of 200 m and kilometre stones, whitewash of parapet walls of CD works and tree trunks, patching of Shallow and deep potholes using premix betumen mixess corresponding to the layer of the road and repair to CDS including vent clearance Appruve rate sa per Bellary Circle Dated sbc/ae-1 /2023-24/2900 / dated 20/01/2024
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Per Km | 28630.0 | 28630.0 | 4.58 | False | None | None | False | None | False | 131125.4 | 0 | | 3820129 | 145336 | None | 1.112 | Road maintenance for 4th year for road with BM+SDBC As wearing coat maintenance of road for 3rd year by cleaning and uprooting vegetation on either side of the road, maintenance of surface drains by clearing, cleaning, reshaping outside drains. stripping exercise from shoulder surface and making up loss of material, regularities and Shoulder wherever necessary, maintenance and painting of 200 m and kilometre stones, whitewash of parapet walls of CD works and tree trunks, patching of Shallow and deep potholes using premix betumen mixess corresponding to the layer of the road and repair to CDS including vent clearance Appruved rate sa per Bellary Circle Dated sbc/ae-1 /2023-24/2900 / dated 20/01/2024
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Per Km | 47010.0 | 47010.0 | 4.58 | False | None | None | False | None | False | 215305.8 | 0 | | 3820130 | 145336 | None | 1.1113 | Road maintenance for 5th year for road with BM+SDBC As wearing coat maintenance of road for 3rd year by cleaning and uprooting vegetation on either side of the road, maintenance of surface drains by clearing, cleaning, reshaping outside drains. stripping exercise from shoulder surface and making up loss of material, regularities and Shoulder wherever necessary, maintenance and painting of 200 m and kilometre stones, whitewash of parapet walls of CD works and tree trunks, patching of Shallow and deep potholes using premix betumen mixess corresponding to the layer of the road and repair to CDS including vent clearance Appruved rate sa per Bellary Circle Dated sbc/ae-1 /2023-24/2900 / dated 20/01/2024
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Per Km | 58300.0 | 58300.0 | 4.58 | False | None | None | False | None | False | 267014.0 | 0 |
| | 1724150552000 | 0 | None | None | Roads | BT Road From SH-40 to Muraripura | 4210262.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3820131 | 145337 | None | PWD CSR 2023-24 Vol 3 page 9 item Code 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.-By Mechanical Means using Dozer- In area of light jungle ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | 100 Sqm | 412.65 | 412.65 | 14.85 | False | None | None | False | None | False | 6127.8525 | 0 | | 3820132 | 145337 | None | Vol-3 P No 17 I 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
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 6.3 | 6.3 | 237.94 | False | None | None | False | None | False | 1499.022 | 0 | | 3820133 | 145337 | None | PWD SR 2023-24 Vol-3 Page-26, I.No. 4. | 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. - Wet Mix Macadam (Plant mix method) 17)
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 2686.95 | 2686.95 | 555.19 | False | None | None | False | None | False | 1491767.7705 | 0 | | 3820134 | 145337 | None | PWD SR 2023-24 Vol-3 Page-31, I.No. 5.1 | 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. ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Sqm | 43.05 | 43.05 | 3172.5 | False | None | None | False | None | False | 136576.125 | 0 | | 3820135 | 145337 | None | PWD SR 2023-24 Vol-3 Page-32, I.No. 5.6 C | Bituminous Macadam Grading - I for traffic 20 MSA 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 @ 3.3% 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 compactio ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 7835.1 | 7835.1 | 158.62 | False | None | None | False | None | False | 1242803.562 | 0 | | 3820136 | 145337 | None | PWD SR 2023-24 Vol-3 Page-31, I.No. 5.3 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Sqm | 11.55 | 11.55 | 3172.5 | False | None | None | False | None | False | 36642.375 | 0 | | 3820137 | 145337 | None | PWD SR 2023-24Vol-3 Page-43, I.No. 5.31 | 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.
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 10659.6 | 10659.6 | 79.31 | False | None | None | False | None | False | 845412.876 | 0 | | 3820138 | 145337 | None | PWD SR 2023-24Vol-3P No:17, I 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
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 517.65 | 517.65 | 371.25 | False | None | None | False | None | False | 192177.5625 | 0 | | 3820139 | 145337 | None | PWD SR 2023-24 Vol-3 Page-67,I.No.8.15 | 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. () NOTE 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied
on concrete surface.
2. Cost of painter is already included in usage charges of road
marking machine. ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Sqm | 556.5 | 556.5 | 165.0 | False | None | None | False | None | False | 91822.5 | 0 | | 3820140 | 145337 | None | PWD SR 2023-24 Vol-3 Page-74, I.No. 8.43 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS mouldedbody 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 kgtested 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 permanufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Each | 383.25 | 383.25 | 100.0 | False | None | None | False | None | False | 38325.0 | 0 | | 3820141 | 145337 | None | SE PWD Ballari letter no. 2900 Dated 20-01-2024 | Road maintenance for 3rd year for road with BM+SDBC As wearing coat maintenance of road for 3rd year by cleaning and uprooting vegetation on either side of the road, maintenance of surface drains by clearing, cleaning, reshaping outside drains. stripping exercise from shoulder surface and making up loss of material, regularities and Shoulder wherever necessary, maintenance and painting of 200 m and kilometre stones, whitewash of parapet walls of CD works and tree trunks, patching of Shallow and deep potholes using premix betumen mixess corresponding to the layer of the road and repair to CDS including vent clearance approved vide SE PWD Ballari letter no. 2900 Dated 20-01-2024
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Per Km | 31210.0 | 31210.0 | 0.82 | False | None | None | False | None | False | 25592.2 | 0 | | 3820142 | 145337 | None | SE PWD Ballari letter no. 2900 Dated 20-01-2024 | Road maintenance for 4th year for road with BM+SDBC As wearing coat maintenance of road for 3rd year by cleaning and uprooting vegetation on either side of the road, maintenance of surface drains by clearing, cleaning, reshaping outside drains. stripping exercise from shoulder surface and making up loss of material, regularities and Shoulder wherever necessary, maintenance and painting of 200 m and kilometre stones, whitewash of parapet walls of CD works and tree trunks, patching of Shallow and deep potholes using premix betumen mixess corresponding to the layer of the road and repair to CDS including vent clearance (approved vide SE PWD Ballari letter no. 2900 Dated 20-01-2024)
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Per Km | 54730.0 | 54730.0 | 0.82 | False | None | None | False | None | False | 44878.6 | 0 | | 3820143 | 145337 | None | SE PWD Ballari letter no. 2900 Dated 20-01-2024 | Road maintenance for 5th year for road with BM+SDBC As wearing coat maintenance of road for 3rd year by cleaning and uprooting vegetation on either side of the road, maintenance of surface drains by clearing, cleaning, reshaping outside drains. stripping exercise from shoulder surface and making up loss of material, regularities and Shoulder wherever necessary, maintenance and painting of 200 m and kilometre stones, whitewash of parapet walls of CD works and tree trunks, patching of Shallow and deep potholes using premix betumen mixess corresponding to the layer of the road and repair to CDS including vent clearance (approved vide SE PWD Ballari letter no. 2900 Dated 20-01-2024)
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Per Km | 69070.0 | 69070.0 | 0.82 | False | None | None | False | None | False | 56637.4 | 0 |
| | 1724150552000 | 0 | None | None | Roads | CC Road in Muraripura Village. | 1657107.43 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3820144 | 145338 | None | PWD SR 2023-24 Vol-3 P No:17, I 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 ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 110.25 | 110.25 | 86.25 | False | None | None | False | None | False | 9509.0625 | 0 | | 3820145 | 145338 | None | PWD SR 2023-24 Vol-3 Page-23, I.No. 4.2 V | 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 By Mix in Place Method ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 2476.95 | 2476.95 | 64.69 | False | None | None | False | None | False | 160233.8955 | 0 | | 3820146 | 145338 | None | PWD SR 2023-24 Vol 3 Page 26, I.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. - Wet Mix Macadam Plant mix method ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 2686.95 | 2686.95 | 86.25 | False | None | None | False | None | False | 231749.4375 | 0 | | 3820147 | 145338 | None | PWD CSR 2023-24 Vol-1,P No. 149, I No.16.28 | 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.
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 7091.7 | 7091.7 | 172.5 | False | None | None | False | None | False | 1223318.25 | 0 | | 3820148 | 145338 | None | PWD SR 2023-24 Vol-3 P No:17, I 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
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Cum | 517.65 | 517.65 | 25.88 | False | None | None | False | None | False | 13396.782 | 0 | | 3820149 | 145338 | None | PWD SR 2023-24 Vol-3 Page-78, I.No. 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804
---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-incharge of work | Each | 9450.0 | 9450.0 | 2.0 | False | None | None | False | None | False | 18900.0 | 0 |
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