construction of 8 Mtr span RCC Bridge PCC R/Wall Leh Tokpo Nallah RD 125 to 175 of link Road Leh pa house to Tia pa House Skara leh

Amount

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :

Dumping of stone including cost od stone on horizontal on level all complete job .including carriage of material

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including carriage of material

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

Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including carriage of material

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including carriage of material including carriage of material

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars

Centering and shuttering including strutting, propping etc. and removal of form work for: a ) Foundations, footings, bases for columns

b ) Suspended floors, roofs, landings, balconies and access platforms.

c) Columns, pillars, piers, abutments, posts and struts.

Edges of slabs and breaks in floors and walls Above 20 cm wide

Providing and fixing PVC rain water pipe for beep hole 100 mm dia

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m andlift upto 1.5 m in all kinds of soil:

M/S RIGZEN WANGTAK

M/S SASPOL LARJAYCONSTRUCTION CO.

M/S TSERING DORJAI

M/S MASOOD AHMAD GOVT CONTRACTOR