Repair to Uttarsasan-Kairi 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.

Earth work excavation in foundation in hard soil within 50 m initial lead & 1.5 m initial lift including rough dressing & breaking clods to maximum 5 cm to 7 cm & laying in layers not exceeding 0.3 m in depth & as per the direction of the 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.

Cement concrete (1:2.5:5) with 40mm size hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete and compacting by using vibrator watering and curing for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalities and taxes of all materials and labour with T&P required for the work etc. complete excluding cost and conveyance of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour charges for straightening cutting bending etc. of the M.S. Rods or tor steel and tying the grills and placing in proper position as per specification and direction of the Engineer-in-Charge.

Foundation

Above Foundation

Labour for scraping cleaning the road suface applying tack coat using 3.0 kg of bitumen for 10 Sqm and laying 37.5 mm thick built up spray grouting in one layer using 0.45 cum of 25 mm to 40 mm size hard granite metal and 12.00 kg penetration grade of bitumen for 10 sqm 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 including hire and running charges of PRR and all other machineries but excluding cost and conveyance of bitumen ,metal and chips complete as per specification and direction of Engineer in charge.

Providing and applying tack coat using bitumen @0.2kg 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 semi dense graded bituminous concrete with batch type hot mix plant using crushed agreegates of specified grading , premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the required grade , level and alignment, rolling with smooth wheeled ,vibratory and tandem rollers to achive the desired compaction as per clause 508 of MoSRT&H specification for the road and bridge works (4th Revision) .

Providing the road surface in the both sides of berm manually with approved quality of moorum including all labour charges for spreading, laying, levelling for the work including cost, conveyance, royality and taxes of all materials, finished item of works as per the specification and direction of the Engineer-in-Charge.