| 3749322 | 140397 | None | code01 | 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. Clearing & grubbing road land including vegetation, bushes,
shrubs, saplings by using weed cutter / minor equipment. PWD Road and Bridges DSR 2023-24 Volume 3 (P No:9 I.No: 2.6) Rate 340.00+5%=357.00 | Sqm | 357.0 | 357.0 | 11.136 | False | None | None | False | None | False | 3975.552 | 0 |
| 3749323 | 140397 | None | code02 | 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. PWD Common DSR 2023-24 Volume 3 (P No: 15 I.No:3.7 ) Rate 105.00+5%=110.25 | Cum | 110.25 | 110.25 | 144.0 | False | None | None | False | None | False | 15876.0 | 0 |
| 3749324 | 140397 | None | code03 | 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 PWD Common DSR 2023-24 Volume 3 (P No: 7 I.No:1.8 ) Rate 474.00+5%=497.70 | Cum | 497.7 | 497.7 | 144.0 | False | None | None | False | None | False | 71668.8 | 0 |
| 3749325 | 140397 | None | code04 | 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 PWD Common DSR 2023-24 Volume 3 (P No: 15 I.No:3.6) Rate 493.00+5%=517.65 | Cum | 517.65 | 517.65 | 46.08 | False | None | None | False | None | False | 23853.312 | 0 |
| 3749326 | 140397 | None | code05 | 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 .For Grading -II Material PWD Common DSR 2023-24 Volume 3 (P No: 19 I.No: 4.1.A.(v) Rate 2560.00 +5%=2688.00 | Cum | 2688.0 | 2688.0 | 96.0 | False | None | None | False | None | False | 258048.0 | 0 |
| 3749327 | 140397 | None | code06 | 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. PWD Common DSR 2023-24 Volume 3 (P No: 26 I.No: 4.17.A) Rate 2559.00 +5%=2686.95 | Cum | 2686.95 | 2686.95 | 144.0 | False | None | None | False | None | False | 386920.8 | 0 |
| 3749328 | 140397 | None | code07 | 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. PWD Common DSR 2023-24 Volume 3 (P No: 31 I.No:5.1.A) Rate 41.00 +5%=43.05 | Sqm | 43.05 | 43.05 | 960.0 | False | None | None | False | None | False | 41328.0 | 0 |
| 3749329 | 140397 | None | code08 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD CSR 2023-24 vol-3 P.No 43 I.No 5.33) Rate 15.00 +5%=15.75 | Sqm | 15.75 | 15.75 | 960.0 | False | None | None | False | None | False | 15120.0 | 0 |
| 3749330 | 140397 | None | code09 | Bituminous Macadam Grading - I for traffic 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 grade, level and alignment and rolled as per clause | Cum | 8121.75 | 8121.75 | 48.0 | False | None | None | False | None | False | 389844.0 | 0 |
| 3749331 | 140397 | None | code10 | 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.PWD Common DSR 2023-24 Volume 3 (P No: 43 I.No:5.31) Rate 10152.00 +5%=10659.60 | Cum | 10659.6 | 10659.6 | 24.0 | False | None | None | False | None | False | 255830.4 | 0 |
| 3749332 | 140397 | None | code11 | 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. PWD Common DSR 2023-24 Volume 3 (P No:67 I.No:8.15 ) Rate 530.00 +5%=556.50 | Sqm | 556.5 | 556.5 | 51.2 | False | None | None | False | None | False | 28492.8 | 0 |