| 2553310 | 78384 | None | PWD SR 2023-24 Vol:1 P.NO.6 I.No:1.4.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.
In all kinds of soils Depth upto 1.5 m
Note: Cost of De-watering upto 5 % may be added, where required assessment for dewatering shall be made as per site condition | Cum | 254.1 | 254.1 | 132.48 | False | None | None | False | None | False | 33663.168 | 0 |
| 2553311 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.15 I.No:3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 99.36 | False | None | None | False | None | False | 8867.88 | 0 |
| 2553312 | 78384 | None | PWD SR 2023-24 Vol:1 P.NO.15 I.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. (The cost of steel reinforcement & formwork shall be paid separately)
Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 16.56 | False | None | None | False | None | False | 104136.732 | 0 |
| 2553313 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.90 I.No:2.11 | Supplying, fitting and placing TMT FE 550/550D Steel Reinforcement complete as per drawing and technical specification. | MT | 82961.55 | 82961.55 | 2.208 | False | None | None | False | None | False | 183179.1024 | 0 |
| 2553314 | 78384 | None | PWD SR 2023-24 Vol:1 P.NO.17 I.No: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 | Cum | 8962.85 | 8962.85 | 36.8 | False | None | None | False | None | False | 329832.88 | 0 |
| 2553315 | 78384 | None | PWD SR 2023-24 Vol:5 P.NO.113 I.No:10.1.1 | 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 25mm dia, 10 kg/sqcm & class 5 | Rmtr | 50.4 | 50.4 | 25.0 | False | None | None | False | None | False | 1260.0 | 0 |
| 2553316 | 78384 | None | PWD SR 2023-24 Vol:5 P.NO.134 I.No:41.1.7 | 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 110mm dia., 6 kg/sqcm & class 3 | Rmtr | 431.55 | 431.55 | 17.0 | False | None | None | False | None | False | 7336.35 | 0 |
| 2553317 | 78384 | None | PWD SR 2023-24 Vol:1 P.NO.7 I.No:1.10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 32.04 | False | None | None | False | None | False | 5382.72 | 0 |
| 2553318 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.4 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator | Sqm | 5.25 | 5.25 | 350.0 | False | None | None | False | None | False | 1837.5 | 0 |
| 2553319 | 78384 | 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. | Cum | 110.25 | 110.25 | 52.5 | False | None | None | False | None | False | 5788.125 | 0 |
| 2553320 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.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. | Cum | 2686.95 | 2686.95 | 42.0 | False | None | None | False | None | False | 112851.9 | 0 |
| 2553321 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.31 I.No:5.1 | 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 | Sqm | 43.05 | 43.05 | 280.0 | False | None | None | False | None | False | 12054.0 | 0 |
| 2553322 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.32 I.No:5.6 (i) 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 @ 3.3% 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 compaction | Cum | 7835.1 | 7835.1 | 13.13 | False | None | None | False | None | False | 102874.863 | 0 |
| 2553323 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.31 I.No:5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion nusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 262.5 | False | None | None | False | None | False | 3307.5 | 0 |
| 2553324 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.43 I.No:5.31 | 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 | 10659.6 | 10659.6 | 6.56 | False | None | None | False | None | False | 69926.976 | 0 |
| 2553325 | 78384 | 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 | Cum | 517.65 | 517.65 | 45.94 | False | None | None | False | None | False | 23780.841 | 0 |
| 2553326 | 78384 | None | PWD SR 2023-24 Vol:3 P.NO.67 I.No:8.15 | 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 | 556.5 | 556.5 | 14.0 | False | None | None | False | None | False | 7791.0 | 0 |