SPECIAL REPAIR TO AREA DRAINAGE IN VARIOUS LOCATION AT SECTOR A FATEHGUNJ UNDER GE (A) VADODARA.

Demolition of brick work or stone/block masonry built in cement mortar including all quoines arches,pillar etc but excluding ashlar facing , dressed stone work and precast concrete articles, all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floor and paving n.exc 15 cm thick below or above ground level complete all as specified.

Excavation in trenches n.exc 1.5m depth & 1.5m width for foundation in trenches n.exc 10 sqm plan & getting out in any type of soil

M&L Cement concrete Type D2 1:4:8(40mm graded stone aggregate) in foundations, filling and mass concrete all as spd and directed.

Use and waste of formwork for rough finished surfaces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better all as speciified and directed

Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick, fair finished and flat surface (Horizontal or sloping), all as specified and directed.

M&L for reinforced cement concrete (nominal mix) Type B1, 1:2:4 (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.

M&L for reinforced cement concrete (nominal mix) Type B1, 1:2:4 (20mm graded stone aggregate) as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and as directed.

M&L for reinforced cement concrete (nominal mix) Type B1, 1:2:4 (20mm graded stone aggregate) as in Slabs supported on walls,beams and columns in floors, roofs, landings, balconies, canopies, deck slabs complete all as specified and as directed.

M&L for TMT bars 10mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified.

Supply only polyester triangular fibres as secondary reinforcement in reinforced cement concrete all as specified and directed.

Returning, filling incl spreading leveling watering and well ramming in layers n exc 25 cm thick each layer complete all as specified and directed by Engr -In Charge.

Removing excavated material(soil) n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and directed .

M & L Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified and directed.

M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping, including weathering, slightly rounded or chamfered angles and throating, as directed including necessary form work etc complete all as specified and as directed by Engineer-in-Charge.

M&L for Cement concrete Type C2 1:3:6(40mm graded stone aggregate) as in surface channels and drains all as spd and directed.

Taking down cement plaster on brick/concrete surface including racking out joints hacking for key scrubbing down with water etc all as specified and directed.

M & L for rendering on fair faces of brick work or concrete surfaces of wall 12 mm thick in CM 1:4 surface finished fair & even complete all as specified and directed.

Extra for forming fair finished to drain channel not exc 30 cm inner girth in cement concrete using extra cemenmt complete all as specified and directed.

All as per item No 18 above but Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto

Cleaning and desilting drains channels including removing silt, shrubs, vegetation from drain, exc 50 mtr from the drain/channel of any size and depth and making good/levelling the banks of drains (any size of drain) all as specified and directed by Engr-in-Charge