Replacment Raising of Kerb Channel at Uttar Marg Jn1 to Jn3 Jn3 to Lake One Side and Jn2 to PP Battalion Chandigarh

Dismantling of existing Kerbs and stacking the serviceable kerbs properly at site and disposal of the unserviceable kerbs average lead of 1000 mtr. N.S.

Dismantling of existing Channels and stacking the serviceable kerbs properly at site and disposal of the unserviceable kerbs average lead of 1000 mtr. N.S.

Dismantling of Exsiting Rubber Moulded Cement Concrete paver & Stacking the same at site carefully complete in all respect and to the entire satisfaction of Enginner-in-Charge. N.S.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from naturalsources). DSR 4.1.10

Providing and fixing of factory manufactured precast concrete kerb of size 300mm x 300mm having 150mm thickness with one edge semi rounded duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.

providing and fixing of factory manufactured precast concrete channel of size 300mm x 300mm having 75mm thickness duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S.

Providing and fixing 60 mm thick ISI approved high density rubber moulded precast cement concrete paver block grey/ colored/ polished (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M-35 ISI marked including the Best quality of color and hardening agents. The paver should be compiled with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980. The paver should be laid over layer of 25 mm average thick fine sand to the required slope and filling the joints with fine sand complete in all respects and to the entire satisfaction of Engineer in charge. N.S.