Construction of Sump well near B No. 55, Ambala Cantt.

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed with in a lead of 30 meters all as specified in MES SSR 2010.

Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth all as specified in MES SSR 2010.

Use & waste of forwork 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 fair finished surface all as specified in MES SSR 2010.

Providing and laying in position machine batched and machine mixed design mix M-30 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 in foundation and plinth in first storey upto 4 meters above plinth level. (Note: Cement content considered in this item is @ 340 kg/cum) all as specified.

M/L Brick work with sub-class 'A' bricks straight or curved on plan to any radius in haft brick thick wall built all as specified in MES SSR, 2010

centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chhajjas, shelves etc. inclination not exceeding 25 degree with horizontal all as sp.

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 batter) all as specified in MES SSR, 2010.

M/L Formwork to sides and soffits of floor or rooof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhands etc. also splays between floors and beams etc. all as specified in MES SSR 2010.

M/L formwork to sides of pillars, posts, structs, columns and stachions all as specified in MES SSR 2010.

M/L PC plaster 12 mm thick in cement mortar 1:4, fair finished even and smooth without using extra cement all as specified in MES SSR, 2010.

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacing handling rehandling etc. complete in all respects to the satisfaction of Engineer-in-charge.

Supply and fixing of Reinforcement 08 mm dia & over cut to length bent to shape required size including cranking, bending & binding with M.S. annealed wire not less than 0.9 mm dia all as specified in MES SSR 2010.

Bidder Name

Amount

om jagdish builder(GSTN-06AAEFO2949J1Z1)

kulwant singh(GSTN-06ADZPS2056C1ZA)

M/s A N BUILDERS(GSTN-06AADFA9365M1Z2)

om jagdish builder

M/s A N BUILDERS

kulwant singh

M/s A N BUILDERS