Construction of Link road from yarlok to Chumik Chemday

Amount

Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil

Dry random rubble masonry with hard stone in foundation and plinth:Using nallah stone without bond stone

Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size:crushed

Providing and laying dry stone soiling of anythickness in horizontal including cost of stone

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, ,- watering, rolling each layer with half tonne roller or wooden Lor steel rammers, and rolling every third and top -most layer with power roller of minimun 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in : All kinds of soil:

Providing and laying of M.S Pipe including earthwork in excavation, placing, loading and unloading including carriage, and cost of M.S pipe 1' diameter and 20' length

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) (A) Crushed

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) (A) Crushed

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutmen"ts, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size)

Reinforcement for RCC work including straightening, cutting,bending,placing in position and binding all complete. Thermo mechanically treated bars.

Centnng and shuttering including strutting~ propping etc and removal of form work for.- Columns, piers, abutments, pillars, posts and struts.

Centring and shuttermg including strutting, propping etc. and removal of form for·Suspended floors, roofs, landings, balconies and access platform.

Centring and shuttermg including strutting, propping etc. and removal of form for·Edges of slabs and breaks in floors and walls.

Carriage of Cemennt and Steel from Avg lead of 40 Kms by MT

Carriage of sand and aggregate average lead upto 15 km by mt

Carriage of stone average lead upto 4 km by mt

Carriage of Earth from an average lead 2 Kms by Mechanical means

GEE GEE ENTERPRISES