Construction of weight Bridge 60 Tonn Capacity at Chilon Teh Kamrau Distt. Sirmour (HP).

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge.

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

b) Columns, Pillars, Piers, Abutments, Posts and Struts

c) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Side walls

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand: 3 crushed graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge.

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 : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand: 3 crushed graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars as approve by HPPWD as per direction of Engineer-in-Charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete as per direction of Engineer-in-Charge.

Design, supply, installation and testing of Electronic weigh bridge 60 tonn capacity with all ancillary infrastructure on Turn Key Basis with 2 year AMC as per instructions of Engineer-In-Charge complete as per drawing and design. Make of Leotronic/ Multy weigh India Pvt. Limited with minimum length of carrige way 10.00 Mtr. and having Six cells complete in all respect confirming to ISO 9001,45001 & 50001 as per direction of Engineer-in-Charge.