Construction of Link road from Groqpo to Chokhor Imam Bargah via Jaima Masjid Kharkat Gongma Minjee (RnB) Under Capex

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge

All kind of soil 60%

Oridinary rock 30%

Hard rock (Blasting Prohibited) 10%

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

ALL KIND OF SOIL=70%

ORDINARY ROCK=30%

Providing and laying position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (crushed) Mud Mate including carriage complete

BACK FILLING: Supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Filling with soiling stone 40% RBM/GSB 40% Earth 20% including all carriage complete job.

STONE SOLLING Dumping of stone including cost of stone (in horizontal on level)

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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) including carriage complete

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.

Providing and laying of M.S pipe for crossing at required spot including digging trench, re-filling at top and making the road trafficable including cement concrete inlet and chamber 1:3:6 (1 cement: 3 coarse sand: 6 graded crushed stone agg. 20mm nominal size) including all carriage from available by Engineer-in-charge.

MS Pipe 200mm dia

MS Pipe 300mm dia