Nuasasan to Gopei Road _Road_Pothole repair by BUSG Renewal coat PMC , SC 0.000 to 0.315 0.630 to 0.945

Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . etc complete as per specification & direction of Engineer in charge.

Flank dressing on road embankment / shoulders to proper camber & grade including cost of all labour and T&P articles required for the work etc. complete as per the specification and direction of the Engineer-in-Charge.

Cement concrete (1:3:6 ) using 40mm size crusher broken hard granite stone aggregates of approved quality from approved quarry for cement concrete woek including hoisting lowering & laying in position in layers with proper packing and ramming by means of vibrator to proper slope & level including cost of curring for 28days conveyance royality ,taxes of all materials required for for the work running &hire charges of machinaries and all T & P required for the work labur charges for the work etc.all complete in all respect etc. complete as per specification and direction of E.I.C.

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.

Earth work in excavation in foundation in hard soil including earth mixed boulder(except sheet rocks and boulder requiring blasting) with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from the work site with all leads and lifts including all cost of all labour ,T & P & dewatering if required for the work etc.complete as per the specification and direction ofthe Enginer-in charge.

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

Providing weep holes in the abutment & wing walls 8.00cm. X 23.00cm. size including metal spall backing 30cm X 30cm. size in rear complete as per the approved design & drawing including providing centering & shuttering with cost, conveyance, royality & taxes of all materials T&P articles etc. complete in all respects as per specification & direction of the Engineer-in-Charge.

Earth work in embankment in oridinary soil within 50 m, initial lead and 1.5m, initial lift including rought dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-in-charge.