S/R to Patiamba to Tikiripada Such as Pot hole repair ,protection berm, jungle clearance,retaining wall ,Flank dressing from Ch 0/000 to 3/750 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

Providing WBM base course using WBM Gr-III crushed stone and stone screened dust as per approved drawing and technical specification and as per Clause 4.04 of MoSRT&H specification for Road and Bridge works (Latest Revision)

Providing and applying primer coat with bitumen emulsiton on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 06kg/sqm using mechanicval clause 502 of MoSRT & H specification for road and bridge works (4th Revision)

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 20mm thiick premix carpet using 0.27cum of 13.2mm to 5.6mm cruher stone chipping and 14.60kg penetrationg grade of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR with all labour T&P etc. complete as per the specification and direction of the Engineer-in-Charge

Providing and laying 6mm thick precoated seal coat Type-B using 0.06xum od 6.7mm sizd chips as per sieve analysis and 6.8kg of bitumen per 10 sqm including hand packing to proper camber and consolidation with PRR inclusive of hire and running charges of PRR with all labour T&P etc. complete as per the specification and direction of the Engineer-in-Charge

Earthwork in excavation of foundation in hard soil within the initial lead and lift includimg rough dressing and breaking clods with cost and conveyance of all materials royalty and taxes of all materials cost of labour T&P required for the work etc.complete as per the direction of the Engineer-in-Charge

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

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