Repair to Bridge over river Bhargavi on Biswanathpur Panibhandar in the District of Puri for the year 2025-26.

Clearing & grubbing road land including uprooting rank vegetation , grass, bushes,shrubs, saplings & trees girth upto 300 mm, removal of stumps of such trees cut earlier & disposal of unserviceable materials by manual means & stacking of serviciable materials to be used or acutioned, upto a lead of 1000 m including removal & disposal of top organic soils not exceeding 150 mm in thickness as per technical specification clause 210 & as per direction of the Engineer-in-Charge.

Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5 kms, spreading, grading to required slope & compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications forRoad & Bridge works (4th Revision)

Scarifying the existing bituminous road surface to a depth of 50mm (By mechanical means) and disposal of scarified materials within all lifts and lead upto 1000 metres etc.complete as per the specification and direction of the Engineer-in-charge.

Re-Working of Scarified bituminous Surface suitable after supplementing base materials with sand & compacting fnished surface as per Technical specification & as per Clause-601.8.3.2 of MoSRT&H Specification for road & Bridge Works(Latest Revision)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with PRR 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of H.G stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 404 of MoSRT&H specifications including cost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

WBM Gr.III(with Stone screening)

Cleaning the existing granular surface including removal of binding materials & foreign materials with wire brushes and small picks,sweeping with brooms or soft brushes & finally dusting with old gunny bags or compressed air to receive bituminous coat etc. complete as per spefifcation and direction of the Engineer-in-charge.

Providing and applying primer coat with bitumen emulsion SSI on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H specifications including cost, conveyance, royalty, taxes, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen emulsion RS-I@ 0.30kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing and applying tack coat using bitumen emulsion RS-I@ 0.20kg per sqm on the prepared bitumenous surface/granular base treated with primer/ granular base (not primed) cleaned surface including cost of all materials, labour , T&P etc. complete as per the specification and direction of the Engineer-in-Charge.

Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 mm to 5.6 mm size crushed stone chipping & 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, hot mix plant, bitumen boilers and other T&P articles but excluding cost & conveyance of chips & bitumen complete as per specification & direction of the Engineer-in-charge

Providing and laying 6 mm thick precoated seal coat Type - B using 0.06 cum of 6.7 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, hot mix plant, tar boiler & all other T&P articles but excluding cost & conveyance of chips & bitumen.

Providing cement concrete (1:1.5:3) with 12mm size of c.b.h.g chips of approved quality from approved quarry for cement concrete road including hoisting, lowering and laying in position in layers not exceeding 15cm thick over polythene sheet with proper packing and ramming by means of vibrator to proper slope and level including curing with cost conveyance, royality and taxes of all materials, labour with T&P required for the work etc. complete as per specification direction of the Engineer-in-charge.

Finishing walls with water proofing cement paint of approved shade on new work/old work two coats to give an even shade including scaffolding, staging charges with cost, convyeyance, taxes of all materials, labour with T&P required for the work etc. complete as per specifiation and direction of the Engineer-in-Charge.

Finishing walls with two coats of any approved enamel paint to New work including cost of the paint sand papering polishing the surface with cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per specification and direction of the Engineer-in-Charge.

Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.

Filling in foundation and plinth with sand well watered and rammed including cost, conveyance, royalty, taxes of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing Plain cement concrete of M-15 grade with 40mm size H.G. chips & down graded of approved quality and from approved quarry including hoisting, lowering and laying concrete & ramming in layers not exceeding 0.15m thick watering and curring including cost ,conveyance, royality, taxes of all materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures including cost, conveyance, taxes of materials, labour with T&P articles required for the work as per specification and direction of the Engineer-in-Charge.