Laying of Utility Duct in sarounding Roads of Manokamana Siddhapurti shiv temple at Bahadurganj

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes(DSR 10.16.2/2023)

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. (DSR 15.59/2023)

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. Conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. In the existing trench, complete as required. 200 mm dia (OD-200 mm & ID-175 mm nominal) (DSR 15.15.5/2025)

1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8/2023)

Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. And disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. Exceeding 80 mm dia. But not exceeding 300 mm dia (DSR 2.10.1.2/2023)

250 mm X 300 mm X 100 mm deep metal box

Supply and making straight through joint with heat shrinkable kit including ferrules and other jointing materials for following size of PVC insulated and PVC sheathed/ XLPE aluminium conductor cable 1.1 KV grade as required. size 120 Sq mm x 3.5 Core.

size 50 Sq mm x 3.5 Core.

size 240 Sq mm x 3.5 Core.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : - All work up to plinth level : With 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2/2023)