1725080186000 | 0 | None | None | Bridges/Culverts | Improvements of approach road and Construction of Culvert at ch 140.79 KM of Subramanya Udupi Road. | 1693286.03 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3891389 | 149604 | None | PWD SR 2024-25 Volume-1 Page No:- 8 Item No:-1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & 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 In Ordinary/Soft rock upto 300 mm depth ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 405.44 | 405.44 | 89.09 | False | None | None | False | None | False | 36120.6496 | 0 | 3891390 | 149604 | None | PWD SR 24-25 Volume-1 Page No:- 15 Item 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 machineries, 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 ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 6707.68 | 6707.68 | 7.1 | False | None | None | False | None | False | 47624.528 | 0 | 3891391 | 149604 | None | PWD SR 24-25 Volume-1 Page No:-16Item No:-2.3.1 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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
---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 7435.85 | 7435.85 | 52.9 | False | None | None | False | None | False | 393356.465 | 0 | 3891392 | 149604 | None | PWD SR 24-25 Volume-1 Page No:-18 Item No:-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 ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Tonne | 88492.32 | 88492.32 | 2.64 | False | None | None | False | None | False | 233619.7248 | 0 | 3891393 | 149604 | None | PWD SR 2024-25 Volume-1 Page No:- 07 Item No:-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. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 530.88 | 530.88 | 209.33 | False | None | None | False | None | False | 111129.1104 | 0 | 3891394 | 149604 | None | PWD SR 24-25 Vol-3 Page No:- 146 Item No:-16.15(b) | 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 1000 mm dia. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Mtr | 8912.96 | 8912.96 | 12.0 | False | None | None | False | None | False | 106955.52 | 0 | 3891395 | 149604 | None | PWD SR 24-25 Vol-3 Page No:- 80 Item No:-8.58(c) | Providing and laying Reinforced Cement Concrete pipe light duty NP2 for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications.600 mm dia ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Mtr | 2134.72 | 2134.72 | 7.5 | False | None | None | False | None | False | 16010.4 | 0 | 3891396 | 149604 | None | PWD SR 2024-25 Volume-3 Page No:- 17 Item 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 and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Sqm | 6.72 | 6.72 | 204.6 | False | None | None | False | None | False | 1374.912 | 0 | 3891397 | 149604 | None | PWD SR 24-25 Vol-3 Page No:- 23 Item No:-4.1(v) | Granular Sub-Base A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 2785.44 | 2785.44 | 73.72 | False | None | None | False | None | False | 205342.6368 | 0 | 3891398 | 149604 | None | PWD SR 2024-25 Volume-3 Page No:- 26 Item 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. ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 2866.08 | 2866.08 | 48.61 | False | None | None | False | None | False | 139320.1488 | 0 | 3891399 | 149604 | None | PWD SR 2024-25 Vol-3 Page No:- 31 Item No:-5.1(i) | 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 and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Sqm | 45.92 | 45.92 | 324.04 | False | None | None | False | None | False | 14879.9168 | 0 | 3891400 | 149604 | None | PWD SR 2024-25 Vol-3 Page No:- 31 Item No:-5.4(ii) | 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 ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Sqm | 15.68 | 15.68 | 324.04 | False | None | None | False | None | False | 5080.9472 | 0 | 3891401 | 149604 | None | PWD SR 2024-25 Vol-3 Page No:- 33 Item No:-5.10(c) | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Dense Graded Bituminous Macadam Grading - I for traffic less than 20 MSA ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 9832.48 | 9832.48 | 16.2 | False | None | None | False | None | False | 159286.176 | 0 | 3891402 | 149604 | None | PWD SR 2024-25 Vol-3 Page No:- 36 Item No:-5.14(c) | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Bituminous Concrete Grading I for traffic less than 20 MSA ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Cum | 11901.12 | 11901.12 | 9.72 | False | None | None | False | None | False | 115678.8864 | 0 | 3891403 | 149604 | None | PWD SR 2024-25 Volume-3 Page No:- 91 Item No:-10.2 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Sqm | 108.64 | 108.64 | 442.8 | False | None | None | False | None | False | 48105.792 | 0 | 3891404 | 149604 | None | PWD SR 2024-25 Volume-3 Page No:-117 Item No:12.1 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Mtr | 154.56 | 154.56 | 6.0 | False | None | None | False | None | False | 927.36 | 0 | 3891405 | 149604 | None | Vol-3 2024-25 SR P.No:65. No.8.5 ii | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly signed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved awing.The sign shall be maintained as per section 12 of C:67:2022. 90 cm equilateral triangle ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | No. | 5246.08 | 5246.08 | 4.0 | False | None | None | False | None | False | 20984.32 | 0 | 3891406 | 149604 | None | Vol-3 2024-25 SR P.No:65. No.8.8 | Direction and Place Identification Signs with size more than 0.9 m2 size Board. Providing and erecting direction and place identification retroreflectorised 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 exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing ---- including cost and conveyance of all materials with all lead and lift, loading and unloading, usage of Machinery and equipments, transportation charges, labour charges, and all other incidental charges etc., complete as per standard technical specification, and directions of the Engineer in charge of work. | Sqm | 10866.24 | 10866.24 | 3.45 | False | None | None | False | None | False | 37488.528 | 0 |
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