Repair to H L Bridge over Sita Nallah on Danguaposi to Sitabinji Road_Road_Mastic asphalt -wearing coat- , Boulder pitching, Railing repairing and Painting etc_At 1.000 km

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per direction of Engineer in charge.

Labour for scraping cleaning the road surface applying tack coat using 3.0kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer 0.45 cum of 25mm to 40mm size hard granite metal and 12.00 Kg penetration grade of bitumen for 10 Sqm in each layer with 0.12 cum of 12 mm size hard granite chips as key stone for 10 Sqm spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with PRR etc complete as per direction of Engineer in charge

Providing and applying tack coat with bitumen emulsion using emulsion presure distributer @ 0.30 Kg per Sqm on prepared bituminous/ granular surface cleained with mechanical broom as per Clause 503 of

Providing and laying 20 mm thick premix carpet using 0.27 cum of 13.2 to 5.6mm size crushed stone aggregates and 14.60 kg of bitumen for 10 sqm of road surface including hand packing and consolidation with PRR including cost conveyance of chips and bitumen etc complete

Providing and laying 6 mm thick precoated seal coat Type-B using .06 cum of 6.7mm size chips and 6.8kg of bitumen for 10 sqm of road surface including rolling with PRR including cost conveyance of chips and bitumen etc complete

Dismentling and removing dry or grouted rough stone revetment or approans or retaining walls and stacking the stones for reuse and removing the debrise within 50 m

R.S.Dry packing in approns & revetments (only labour) with H.G.Stones including filling insterstices with bond stones etc.complete.

Painting two coats over a coat on concrete surface with Synthetic Enamel paint of approved brand and shade to unplastered concrete surfaces etc. complete as per specification & direction of Engineer-in Charge.

Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and as per the direction of the Engineer-in-charge.

Construction of shoulder with approved meterials like moorum obtained from locality with all lift and leads transporting to the site ,spreading,greading to required slope and compacting tomeet requirement of table 300.2 with all lead and lift as per direction of Engineer In Charge.