Special Repair to College square to Devi Nagar via Treasury Jagannath Temple Rikapalli Chakka such as paver block, pothole repair, flank dressing and dressing of shoulder.

Earth work in excavation of foundation in ordinary soil with in 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding .0.3m depth and as per direction of the Engineer-in-Charge

Providing, supplying, filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty, taxes of all materials with all labour, T&P etc., complete.

Cement concrete of proportion (1:3:6) in F&F using 40mm size bhg metal of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect .

Reinforced cement concrete of work of M-20 grade with 20mm & down grade black hard granite (Crusher broken) stone chips including hoisting & laying including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect - Bed

Wall

Cover slab

Straightening, cutting, bending, binding tor steel rods, cranking, hooking, tying the grills & placing in proper position for R.C.C work, including cost of binding wires of 18 to 20 gauge, cost, conveyance, taxes of steel and all other materials, cost of all labour with T&P required for the work etc. complete.

Cement concrete of proportion (1:2:4) in F&F using 12mm size cb/hb chips of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect.

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate confirming to IS:383 the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 Kg/Cum, Optimum Moisture Content to be determined during trial length construction, concrete strength not to be less than 10 MPa at 7 daysg, mixed in a batching plant, transporte to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. as per Clause 601 of MoSRT&H specification for Road and Bridge works ( 4th Revision ) A.R.Page-189 & Item no.55

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.