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| 1 | Excavation for roadway by mechanical meansin earth, soil of all sorts ,sand, gravel or soft murum , hard murum , hard murum boulders ,including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. B & C DSR 2022-23, P-29 , I-2.11 |
| 2 | Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compactingwith Static Roller complete. Spec. No. : Bd.A.12 Page No. 264 B & C DSR 2022-23 , P-72 , I-11.01 |
| 3 | Construction Of Granular Sub Base by Providing close graded material, mIxing in mechanical plant at OMC, carriage of mixed material to work sidespreading in uniform layer with motor grader/paver on prepared surface and compacting with vibratory roller to achive the desired density complete as per clause 401- Plant mix method and grading -I Material B & C DSR 2022-23 |
| 4 | Construction Of Granular Sub Base by Providing close graded material, mIxing in mechanical plant at OMC, carriage of mixed material to work sidespreading in uniform layer with motor grader/paver on prepared surface and compacting with vibratory roller to achive the desired density complete as per clause 401- Plant mix method and grading -II Material B & C DSR 2022-23 |
| 5 | Providing and constructing50 mm thick modified Penetration Macadam [ MPM] road surfaceincluding all materials,preparingroad surface , spreading 40 mm stone metal layers 30 % crusher broken metal and 70% hand broken [ by breaking rubble obtained bby blasting ] heating and spraying bitumen of VG 30 grade at 1.75 kg/sq.m. spreading 12 mm size chips,compacting with staticroller having weight 8 to 10 M.T. to achivethedesired degree of compaction as per Technical Specification Clause 506etc.complete picking existing W.B.M. surface.B & C DSR 2022-23 , P-34 , I-3.37 |
| 6 | Providing & laying bitumenous macadam using crushed aggregates of grading 1 ,premixed with bitumenous binder ,transportedto sitewith VTS ,laid over a previously prepared surface , finished to the required grade , level,allignment and rolling to achive the desired density for50/75 mm compacted thickness ,with using drummix type hot mix plantwith SCADAhaving complying esseential features of hot mix plant as per IRC -27-2009specified conditions and attachments such as electronic load sensor based belt conveyor ,automatic synchronizationof bitumen and aggregates feeder ,built in dust controllersystem and PLC for Drum Mix Plant,Sensorpaver and Vibratory Roller excluding prime tack coat etc. complee[ Bitumen V.G. 30 grade 3.3 %] B & C DSR 2022-23 , P-35 , I-3.42 |
| 7 | Providingand laying bitumenous concrete using crushed aggregates of grading 1 ,premixed with bitumenous binder @ 5.4 % by weight of total mixand filler ,transported at site with VTS ,laidd overpreviously prepared surface ,finished to the required grade ,level,allignment and rolling to achive the desired densityfor 50 mm compacted thicknesswith Drum Mix Plantwith SCADA ,Sensor Paver and Vibratory Roller , excluding tack coat etc. complete.[ with Bitumen VG 30 gradewith stone dust filler.B & C DSR 2022-23, P-36,I-3.50 |
| 8 | Road Marking with Hot Applied Thermo Plastic Compound with Reflectorising Glass Beads on Bitumenous Surface -Providing and Laying of Hot Applied Thermoplastic Compound 2.50 mm. Thick with reflectorisig glass beads @ 250 gms/sq.m. ,thickness of 2.50 mm is exclusive of surfaceappliedglass beads as per IRC 35. finished surface to be level ,uniform and free from streaks and holes etc. complete.B & C DSR 2022-23, P60,I-6.12 |
| 9 | Supplying hard murum /kankar atroad site including & stacking complete.B & C DSR 2022-23, P-29 , I-2.29 side strip |
| 10 | Spreading hard murum etc.complete.B & C DSR 2022-23 , P-29 , I-2.30 |
| 11 | Transportation of excavated material including loading & Unloading [ lead -1.00 km. ]qty of excavation |
| 12 | Royalty |
| 13 | Laboratary Testing Charges |
