SPECIAL REPAIR/ALTERATION TO FLOOD WALL AT AF STN BARODA

Amount

Excavation in trenches, n. exc 1.5 m wide and n.exc 1.5 m in depth for lfoundation, shafts, wells, cesspits manholes pier holes etc not exceeding 10 Sqm on plan etc and getting out in soft/ loose soil complete all as specified and as directed by Engr-in-Charge.

Returning, filling of soil including spreading leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed by the Engr-in-Charge.

Removal of excavated material at a distance not exc 50 mtr and depositing where directed at a level not exc. 1.5 mtr above the starting point in soft/loose soil complete all as specified

Boring for bored cast in situ piles 350mm dia , 3.0 metres in soil and getting out and disposal of soil to distance of 50 m using DMC( Direct Mud Circulation) method complete all as specified

M&L Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface

M & L Cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) foundation of flood wall, footing complete all as specified and as directed

M&L RCC Design Mix (M-30 ) using 20 mm graded stone aggregate for foundation including rafts as mass concrete, plinth beam, bases for column etc basement slab under reamed piles etc complete all as specified

M&L RCC Design Mix (M-30 ) using 20 mm graded stone aggregate as in peripheral walls, retaining walls, basement walls, drain, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified

M&L RCC Design Mix (M-30 ) using 20 mm graded aggregate as in slab complete all as specified

M&L RCC Design Mix (M-30 ) using 20 mm graded aggregate for Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified

M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified

M&L Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. complete

M&L Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to battercomplete

M&L Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified

M&L TMT steel 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

M&L TMT steel bars 8 mm dia 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 as in stirrups complete all as specfied and as directed

M&L TMT steel bars 6 mm to 10mm dia as in stirups, spacers and binders and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as in stirrups complete all as specfied and as directed

M&L 75mm thick PCC(1:4:8) type D2 (using 40 mm graded stone aggregate) as in sub base to flood wall complete all as specified

M&L Rendering 20mm thick in (14) CM on fair faces of brick work or concrete surfaces of walls complete all as specified

M&L PVC (SWR) Pipes 110mm dia single socketed in any length with rubber ring joints, laid in trenches or in floors complete all as specified

Note : The quoted rates are deemed to be inclusive for provision of crumple joint / expansion joint with bitumen filler and aluminium cradle wherever required as shown on drawing Nos: CWE(AF)/BRD-15/STR-01/2021 sheet No 1/2 dt 03 -12-2021 and CWE(AF)/BRD-15/STR-02/2021 sheet No 2/2 dt 03 -12-2021

M/S. HITESH B. SHAH