Construction of 30.00 Mtr Vented Causeway on Surinsar Sangar Road

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 kinds of soil :

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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

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)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. All works above plinth level upto floor V level

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Hand Pack Stone Filling Behind approach Walls and Over Pipes including cost of stones complete job.

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundation, footings, basis of columns etc. for mass concrete.

Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

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

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

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

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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.

Providing and fixing on un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A for weep holes . (i) Single socketed pipes 110 mm diametre

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. G.I. pipes

Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture

Hand Pack Stone Filling in Wire Crate including Cost of wire Crate and Stone (all complete) as per Directions of engineer in charge. (Crate Size 6.0 x 1.2 x 1.2 Mt). Complete Job.

Carriage of materials by mechanical transport inculding loading / unloading and stacking complete.

Sand/Stone aggregate Below 40 mm lead up to 20.00 Kms.

Stone aggregate Above 40 mm lead up to 20.00 Kms.

Stone for an avg. lead up to 20.00 Kms.