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| 1 | Clearing grass and uprooting rubbish and small of the working area outside the periphery including all incidential charges etc. complete as per direction of the Engineer-in-Charge. |
| 2 | Scraping cleanign the road surface applying tack coat using 3 Kg. of bitumen for sqm. And layng 37.5 mm thick built uup Spray Grouting in one layer using 0.45 cum of 25mm to 40mm size hard granite metal and 12Kg penetration grade of bitumen for 10sqm with 0.12 cum of 12mm size hard granite chips as key chips and rolling with PRR including hire and running charges of PRR and all other mechaneries including cost, carriage, royalty & labour cess etc. complete as per specification and direction of the Engineer-in-Charge |
| 3 | Construction of Granular Sub-base by providing close graded granular sub-base Grading-III meterial as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per per Clause 401 of MoRT&H specification for road & bridge works (4th Revision) including cost, carriage, royalty, cess, T&P etc. complete as per specification and direction of the Engineer-in-Charge. |
| 4 | providing laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification with premixing the material with water at OMC in machanical mix plant, carriage of mixed material by tipper to site laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve desired density complete including cost, carriage, royalty, cess of all materials and hire charges of VRR & T & P etc. complete as per specification and direction of the Engineer-in-Charge. |
| 5 | Providing & applying primer coat with bitumen emulsion on the prepared surface or granular base including clearing of road surface & applying primer @0.60 Kg./ Sqm. Using mechanical means as per Clause-502 of MoRT & H specification for road & bridge works (4th revision) including all cost, carriage, royalty & taxes etc. all complete as per specification and direction of the Engineer-in-Charge. |
| 6 | Providing & applying Tack coat with bitumen using bitumen pressure distributer @0.20 Kg/m2 on the prepared surface of bituminous/granular base cleaned with mechanical broom as per Clause-502 of MoRT & H specification for road & bridge works (4th revision) including all cost, carriage, royalty & txes etc.all complete as per specification and direction of the Engineer-in-Charge. |
| 7 | Providing & laying of Bitumen Macadam (BM) with hot mix plant using crushed aggregates grading premixed with bituminous binder of VG-30 (60/70) penetration grade of bitumen, transported to the work site, laid over a previously prepared surface with Hydrostatic Paver Finisher having sensor control to the required grade, level, alignment & rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per Clause No.504 of MoSRT & H specification for Road & Bridge works (4th Revision) including cost, carriage, royality,Cess & hire & running charges of machineries and all taxes etc. complete as per specification and direction of the Engineer-in-Charge. |
| 8 | Providing & laying of Semi Dense Bituminous concrete (SDBC) with batch type hot mix plant using crushed aggregates of Grading-II (10 mm nominal size chips), prmised with bituminous binder of 60/70 (Packed) penetration grade of bitumen, transporting the hot mix to work site laying with a Hydrostatic Paver Finisher with the sensor control to required grade, level, alignment and rolling with smooth wheeled, vibratory & tandem rollers to achieve desired compaction as per Clause-508 of MoRT & H specification for Road & Bridge works (4th Revision) including cost, carriage, royality, cess and taxes etc. complete as per direction of the Engineer-In-Charge. |
| 9 | Quarrying,collecting,supplying and stacking of good quality of moorum/gravel from approved quarry and stascking at the work site in regular box heaps of size 1.5m x 1.5mx 0.5m to be measured as 1 cum and conveying from stack and spreading the gravel over the bank of canal for use as service road and levelling, and consolidation with PRR includcing watering and cost, conveyance, royalty of moorum complete as per the directiion of Engineer-in-Charge. |
| 10 | Earth work in approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil over the approved surface of the embankment in proper profile with all leads, lifts and delifts including rough dressing & breaking the clods to maximum 5 cm to 7 cm in size including removal of all foreign debrises, grass, buses, vegetation shurbs, roots, from transported earth inclouding laying in layers not exceeding 22.50 cm in depth including hire and running charges of all machineries including all cost, labour, carriage, Royalty, cess, taxes etc. compelte as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
