S/R to Gunjibadi to Jidubadi road Such as SDBC Protection wall from Ch 1/200 to 5/000 Km for the year 2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of tres cut earlier and disposal of unserviciable material and stacking of serviciable materials to be used up to lead of 1000m including removal and disposal top organic soil not exceeding 150mm in thickness as per the direction of the EIC

Labour for scraping cleaning the road surface applying tack coat using 30kg bitumen for 10 sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 kg penetratom grade of bitumen for 10 sqm with 0.12 cum of 12mm size hard granite chips as key stone for 10 sqm spreading over and laying including including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of the PRR and all other machineries but excluding cost of conveyance of bitumen metal and chips as per the specification and direction of the Engineer-in-Charge

Providing and applying tack coat with bitumen emulsion of prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.2kg/sqm using mechaical clause 503 of MosRT&H specification for road and bridge works (4th Revision)

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average out put of 75 tonne per hour using crushed saggregate of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen and filter transporting the hot mix to work site laying with a hydrastatic paver finished with sensor control too the require grade level and alignment rolling with smooth vibratory and tandem rollers to achieve the desired compaction as per the specification of MoRT&H Cluuse 508 complete in all respect.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Clause 305 of MoRT and H Specifications for Road and Bridge works

Earthwork in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth with ordinary compaction including cost of labour T and P etc. complete as per specification and direction of the E.I.C

Supplying filling in foundation and plinth with sand of approved quality in proper layers well watered and rammed with cost, conveyance, royalty, Cess and taxes of all materials and labour, T&P etc. complete as per specification and direction of the EIC.

Providing and laying plain cement concrete M-15 in foundation and plinth using 40mm down graded aggregates as per drawing and technical specification etc. complete with watering curing etc. including cost conveyance and Royalty, Cess of all materials with all taxes and compacting watering curing and all labour with T and P articles required for the work etc. complete as per specification and direction of the EIC(In open foundation

Providing and laying plain cement concrete M-15 in substructure using 40mm down graded aggregates as per drawing and technical specification etc. complete with watering curing etc. including cost conveyance and Royalty, Cess of all materials with all taxes and compacting watering curing and all labour with Tand P articles required for the work etc. complete as per specification and direction of the EIC In substructure

Providing weep hole in brick masonry /plain/reinforcement concrete abutment/wing wall / return wall with 100 mm dia AC pipe extending through the full width of the structure with slope 1V to 20H towards drawing face etc complete as per the specification and direction of the Engineer-in-Charge