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| 1 | Clearing and grubbing of road land including uprooting vegetation grass, bush, shrubs and trees of girth up to 300mm, with all labour, T&P, taxes & cess etc complete as per direction of Engineer-in-charge. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)and as per the direction of engineer in charge. |
| 3 | Providing, laying, spreding and compacting stone aggregates of specific sizes to water bound macadam specification including spresding in uniform thickness, hand packing,rolling with three wheeled steel roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screenig/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT&H specifications for Road & Bridge works(4th Revision) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge (measurement will not taken for quantity of filler material, compacted thickness to be measure as 75mm. thick) (WBM Grade-III) |
| 4 | Providing and applying Primer coat withpenetration grade of bitumen emulsion using bitumen pressure distributorincluding all cost, carriage, royality, taxes of materials etc. |
| 5 | Providing and applying Tack coat with bitumen emulsion on prepared surfaceincluding clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision) |
| 6 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing S-65 penetration grade bitumen @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat ofType C as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat). (By Manual means) |
| 7 | Providing & laying 6mm thick precoated seal coat using 6mm size chips etc. complete as directed by the Engineer-in-charge.(By Manual means) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge |
| 8 | Providing & laying SDBC with batch mix hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder of 60/70 penetration grade, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit censor control to the required grade, level, alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works (4th revision) |
| 9 | Finishing walls with water proofing cement paint (Weather coat) of approved shade two coats, to give an even shade with cost, conveyance, taxes of all the materials required for the work and labour, T&P and cess etc. complete in all respect as per specification and direction of the Engineer-in-charge. |
| 10 | Maintenace of road signs by way of cleaning and repainting of mandatory / requlatory / cutionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910. |
| 11 | Maintenance of 200 mtr, km stone & 5 th km stones by way of refiting of tited stones repairing with cement mortar, claning repairing and lettering on 200 mtrs km stone and 5 th km stone as per drawing and techincal specification Clause 1912. |
