Name of Work:Construction of Abutments for Bailey Bridge at Baltal (Balance Work)
Sl. No.
Item Description
1
Earth work in bulk excavation by manual means over areas (exceeding 30cm in depth 1.5mtrs in width as well as 10sqm on plan) including disposal of excavated earthlead upto 50M and lift upto 1.50 M, disposal earth to be levelled and neatly dressedas per the directions of Engineer Incharge complete.
2
P/L of dry stone soling 75 mm nominal size duly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading,cost and carriage of material involved complete.
3
P/L, in position cement concrete of specified grade excluding the cost of centering & shuttering. All work up to plinth level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size (Crushed) complete.
4
P/L, in position reinforced cement concrete of specified grade excluding the cost of centering & shuttering. in 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate of 20 mm Nominal size in Walls (any thickness) incl. attached Pilasters, buttresses, plinth and String courses, fillets, columns, pillars, piers, abutments, posts & struts upto floor V-Level incl. curing complete.
5
Reinforcement for RCC work including straightening ,cutting ,bending, placing in position and binding all complete (Thermo Mechanically treated bars).
6
Centering and shuttering incld. strutting ,propping etc. and removal of form work for foundation, footings etc complete.
7
Supply and filling of 2nd class stones duly hand packing in wire crates including tipping and cost of stones incl. wire crates and carriage of material Incl cost of crates.
8
Supply and filling of GSBbehind Crates/abutments incl. all leads, lifts, carriage etc complete (material available at site).
We takes all possible care for accurate & authentic tender information, however Users
are requested to refer Original source of Tender Notice / Tender Document published by
Tender Issuing Agency before taking any call regarding this tender.
