| 2839813 | 92000 | None | PWD Common DSR 2021-22 Volume 1 P No 7 I.No1.8 | 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 | 422.1 | 422.1 | 168.0 | False | None | None | False | None | False | 70912.8 | 0 |
| 2839814 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No: 24 I.No4.27 | 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. | Cum | 2513.7 | 2513.7 | 42.0 | False | None | None | False | None | False | 105575.4 | 0 |
| 2839815 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No: 75 I.No10.4 | Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2. | Sqm | 158.55 | 158.55 | 184.7999 | False | None | None | False | None | False | 29300.024145 | 0 |
| 2839816 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No29 I.No5.1A | 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 0.90 kg per m2 using mechanical means. | Cum | 44.1 | 44.1 | 280.0 | False | None | None | False | None | False | 12348.0 | 0 |
| 2839817 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No29 I.No5.4 ii | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 14.7 | 14.7 | 2128.0 | False | None | None | False | None | False | 31281.6 | 0 |
| 2839818 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No 30 I.No5.8A | Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type 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. | Cum | 7878.15 | 7878.15 | 106.399 | False | None | None | False | None | False | 838227.28185 | 0 |
| 2839819 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No 145 I.No21.A1 | 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. | Cum | 10489.5 | 10489.5 | 53.1999 | False | None | None | False | None | False | 558040.35105 | 0 |
| 2839820 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No 57 I.No8.15 | 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. | Sqm | 501.9 | 501.9 | 76.0 | False | None | None | False | None | False | 38144.4 | 0 |
| 2839821 | 92000 | None | PWD Common DSR 2021-22 Volume 3 P No: 15 I.No:3.6 | Construction of Subgrade and Earthen Shoulders: 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 | Cum | 433.65 | 433.65 | 22.8 | False | None | None | False | None | False | 9887.22 | 0 |
| 2839822 | 92000 | None | Vol-3 Page 7 I No. 2.5B - 2021-22 | 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 thorny jungle | ha | 177015.3 | 177015.3 | 0.18 | False | None | None | False | None | False | 31862.754 | 0 |
| 2839823 | 92000 | None | Vol-3 Page 7 I No. 2.1A ii - 2021-22 | Cutting of Trees, excluding removal of stumps and roots of trees | Each | 786.45 | 786.45 | 60.0 | False | None | None | False | None | False | 47187.0 | 0 |
| 2839824 | 92000 | None | Vol-3 Page 7 I No. 2.2B i - 2021-22 | Removal of stumps and roots including backfilling with suitable material to required compaction Girth from 300 mm to 600 mm | Each | 244.65 | 244.65 | 25.0 | False | None | None | False | None | False | 6116.25 | 0 |
| 2839825 | 92000 | None | Vol-4 Page 23 I No. 2.1 - 2021-22 | Excavation for foundation in hard rock of all toughness includingboulders above 0.6 m diameter ( 0.113 cum ) for dam, spillway,intake structure, surface power house and other appurtenant structures by approved controlled blasting methods including control of vibration by use of delay detonators and control of fly rocks by muffling arrangements etc., and placing the excavated rock neatly in specified dump area as directed including cost of all materials, machinery, labour etc., complete with all lead and all lifts | Cum | 722.4 | 722.4 | 111.7182 | False | None | None | False | None | False | 80705.22768 | 0 |
| 2839826 | 92000 | None | Vol1- Page 8 I No. 1.14.1 - 2021-22 | 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 | Cum | 76.65 | 76.65 | 813.718 | False | None | None | False | None | False | 62371.4847 | 0 |
| 2839827 | 92000 | None | Vol-4 Page 25 I No. 2.12 - 2021-22 | Providing and laying in-situ vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm) grade cement concrete using 80 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts . | Cum | 5693.51 | 5693.51 | 58.4122 | False | None | None | False | None | False | 332570.444822 | 0 |
| 2839828 | 92000 | None | Vol-4 Page 25 I No. 2.13 - 2021-22 | Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials,machinery,labour,formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all lead and lifts | Cum | 6037.5 | 6037.5 | 268.97 | False | None | None | False | None | False | 1623906.375 | 0 |
| 2839829 | 92000 | None | Vol-1 Page 15, I No. 2.2.1.1 - 2021-22 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS code,labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6240.15 | 6240.15 | 22.7375 | False | None | None | False | None | False | 141885.410625 | 0 |
| 2839830 | 92000 | None | Vol-4 Page 24 I No. 2.10 - 2021-22 | Providing, fabricating and placing in position steel reinforcement bars for RCC structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping /welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire etc., complete with all lead and lifts. | t | 88769.7 | 88769.7 | 14.5855 | False | None | None | False | None | False | 1294750.45935 | 0 |
| 2839831 | 92000 | None | Vol-4 Page 29 I No. 2.36 - 2021-22 | Providing casing embankment using approved semi-pervious soil borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using power roller etc., complete with all lead and all lifts. | Cum | 494.55 | 494.55 | 27.0 | False | None | None | False | None | False | 13352.85 | 0 |
| 2839832 | 92000 | None | Vol-4 Page 32 I No. 2.51 - 2021-22 | Providing and constructing 600 mm thick hand packed rough stone revetment with 650 to 750 mm long through stones at 1.50 m c / c over 450 mm thick graded filter media backing consisting of sand, 10 mm down and 40 mm down approved clean, hard, graded aggregates laid in layers of 150 mm thick each including cost of all materials for revetment and filter, machinery, labour, laying to required slopes as per approved drawings, packing and wedging with stone chips, finishing surface etc., complete with all lead and lifts. | Sqm | 1751.4 | 1751.4 | 29.55 | False | None | None | False | None | False | 51753.87 | 0 |
| 2839833 | 92000 | None | Vol-4 Page 61 I No. 4.31 - 2021-22 | Providing rubble / boulder and sand filling behind abutment and return walls in layers including cost of all materials, labour, watering, rammingetc., complete with all lead and lifts. | Cum | 2208.15 | 2208.15 | 145.979 | False | None | None | False | None | False | 322343.52885 | 0 |
| 2839834 | 92000 | None | Vol-3 Page 55 I No. 8.7 - 2021-22 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2012 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 65NB, 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 | Sqm | 8471.4 | 8471.4 | 0.8999 | False | None | None | False | None | False | 7623.41286 | 0 |
| 2839835 | 92000 | None | Vol-3 Page 146 I No.21B-1 MoRTH602.6.5 - 2021-22 | Providing and fixing in position 32mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.. | No | 504.0 | 504.0 | 165.0 | False | None | None | False | None | False | 83160.0 | 0 |
| 2839836 | 92000 | None | Vol-5 Page 185 I No. 3.5-T050E - 2021-22 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)
pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes,\ with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 450 mm dia. | m | 2220.75 | 2220.75 | 7.5 | False | None | None | False | None | False | 16655.625 | 0 |
| 2839837 | 92000 | None | Market Rate | Thimble Mounted type Gate for Silt vent of 450mm Dia at U/S of Size 0.60mX0.60m and Height 2.3m - | Each | 120000.0 | 120000.0 | 1.0 | False | None | None | False | None | False | 120000.0 | 0 |