| 1706779403000 | 0 | None | None | Roads | Improvements of C.S. Pura Koppa road from Hulivana Village to Nagasandra Village in Yadiyuru Hobli Kunigal Taluk( Working Ch 15.70 km to ch 17.18 km and pipe Culvert Construction at Ch 15.00 Km) | 16167498.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2364420 | 70266 | None | VOLUME-3, P.No: 9 It.No: 2.5 ((ii)a) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | 100 Sqm | 393.0 | 393.0 | 35.52 | False | None | None | False | None | False | 13959.36 | 0 | | 2364421 | 70266 | None | VOLUME-3 P.No:17 It.No:3.5 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 6.0 | 6.0 | 8140.0 | False | None | None | False | None | False | 48840.0 | 0 | | 2364422 | 70266 | None | VOLUME-3 P.No:18 It.No:3.11 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 4.0 | 4.0 | 8140.0 | False | None | None | False | None | False | 32560.0 | 0 | | 2364423 | 70266 | None | VOLUME-1 P.No:8 It.No:1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 102.0 | 102.0 | 899.1 | False | None | None | False | None | False | 91708.2 | 0 | | 2364424 | 70266 | None | VOLUME-3 P.No:17 It.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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 493.0 | 493.0 | 1554.0 | False | None | None | False | None | False | 766122.0 | 0 | | 2364425 | 70266 | None | VOLUME-3 P.No.23 It.No: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 401 For Grading -V Material ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 2359.0 | 2359.0 | 1036.0 | False | None | None | False | None | False | 2443924.0 | 0 | | 2364426 | 70266 | None | VOLUME-3 P.No.26 It.No: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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 2559.0 | 2559.0 | 2146.0 | False | None | None | False | None | False | 5491614.0 | 0 | | 2364427 | 70266 | None | VOLUME-3 P.No.31 It.No:5.1 | 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. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 41.0 | 41.0 | 8140.0 | False | None | None | False | None | False | 333740.0 | 0 | | 2364428 | 70266 | None | VOLUME-3 P.No.31 It.No: 5.4 | 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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 14.0 | 14.0 | 8140.0 | False | None | None | False | None | False | 113960.0 | 0 | | 2364429 | 70266 | None | VOLUME-3 P.No:33 It.No:5.8(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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 7661.0 | 7661.0 | 407.0 | False | None | None | False | None | False | 3118027.0 | 0 | | 2364430 | 70266 | None | VOLUME-3 P.No:43 It.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 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 10152.0 | 10152.0 | 203.5 | False | None | None | False | None | False | 2065932.0 | 0 | | 2364431 | 70266 | None | BWSSB 23-24, P.No-113 It.No-10.1.4 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | m | 161.0 | 161.0 | 200.0 | False | None | None | False | None | False | 32200.0 | 0 | | 2364432 | 70266 | None | VOLUME-3, P.No-67 It No.8.16 (ii) | 805-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) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Each | 2927.0 | 2927.0 | 2.0 | False | None | None | False | None | False | 5854.0 | 0 | | 2364433 | 70266 | None | VOLUME-3, P.No-67 It No.8.16 (iii) | 805-Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 200 m stone (Precast) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Each | 842.0 | 842.0 | 8.0 | False | None | None | False | None | False | 6736.0 | 0 | | 2364434 | 70266 | None | VOLUME-3 P.No.67 Sl.No:8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface . Providing and laying of hot applied thermoplastic compound2.5 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. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 530.0 | 530.0 | 444.0 | False | None | None | False | None | False | 235320.0 | 0 | | 2364435 | 70266 | None | VOLUME-3 P.No:146 Sl.No-16.15 C | 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. - 750 mm dia ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | m | 3335.0 | 3335.0 | 10.0 | False | None | None | False | None | False | 33350.0 | 0 | | 2364436 | 70266 | None | VOLUME-1, P. 8 I No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 102.0 | 102.0 | 306.0 | False | None | None | False | None | False | 31212.0 | 0 | | 2364437 | 70266 | None | VOLUME-1, P-15 I No.2.1.3 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 5989.0 | 5989.0 | 36.0 | False | None | None | False | None | False | 215604.0 | 0 | | 2364438 | 70266 | None | VOLUME-1, P-16 I No.2.4.2 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 6323.0 | 6323.0 | 62.4 | False | None | None | False | None | False | 394555.2 | 0 | | 2364439 | 70266 | None | VOLUME-1,P No 111, Sl No.14) PWD SR 2023-24. | Additional rates for Form work, centring & Scaffolding .Drain side walls 35 PERCENTAGE ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 2213.05 | 2213.05 | 38.4 | False | None | None | False | None | False | 84981.12 | 0 | | 2364440 | 70266 | None | VOLUME-1, P-18 I No.2.11(c) | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Sub structure of Bridges ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Tonne | 86433.0 | 86433.0 | 3.45 | False | None | None | False | None | False | 298193.85 | 0 | | 2364441 | 70266 | None | VOLUME-1 P. 8, I No.1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work 1.14.1 In all kinds of soils Depth upto 3 m ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 102.0 | 102.0 | 42.0 | False | None | None | False | None | False | 4284.0 | 0 | | 2364442 | 70266 | None | VOLUME-1 P.No-15 Sl.No:2.1.3 | 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 - Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 5989.0 | 5989.0 | 1.44 | False | None | None | False | None | False | 8624.16 | 0 | | 2364443 | 70266 | None | VOLUME-1, P-16 I No.2.4.2) | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 6323.0 | 6323.0 | 11.18 | False | None | None | False | None | False | 70691.14 | 0 | | 2364444 | 70266 | None | VOLUME-1,P No 111, Sl No.8) PWD SR 2023-24. | Additional rates for Form work, centring & Scaffolding 8% for Culverts (Head walls) ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Cum | 505.84 | 505.84 | 11.18 | False | None | None | False | None | False | 5655.2912 | 0 | | 2364445 | 70266 | None | VOLUME-3 P.No:87 It.No:9.1.i) | Laying Reinforced cement concrete pipe NP4/prestressed
concrete pipe 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 .1000 MM DIA ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | m | 9479.0 | 9479.0 | 12.0 | False | None | None | False | None | False | 113748.0 | 0 | | 2364446 | 70266 | None | VOLUME-3, P.No: 9 I No. 2.5 (ii)A ) | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | 100 Sqm | 393.0 | 393.0 | 106.56 | False | None | None | False | None | False | 41878.08 | 0 | | 2364447 | 70266 | None | VOLUME-3, P.No: 93 I No.10.15 (i ) | Patching of shallow potholes on asphalt surfaces by using
Semi Dense Bituminous Concrete 25mm thickness. The Cost is
inclusive of removing the failed materials & cleaning on the road
surface, preparation of potholes to the required standards sizes
before patching them and application of tack coat at 0.20 kg/
m2 over the asphalt surface including lead, loading unloading,
rolling and finishing etc., complete as per specification. ---- Item including cost and conveyance of all materials, lead and lift charges loading and unloading charges labour charges all incidental charges hire charges of all machinery and equipment required for successful completion of work etc., complete. The work shall be executed as per standard technical specification and directions of Engineer in charge of the work. | Sqm | 263.0 | 263.0 | 244.2 | False | None | None | False | None | False | 64224.6 | 0 |
|