PROVN OF DEFICIENT PARKING SHEDS IN SMQ AREA UNDER PHASE-I AT AF BAREILLY

Amount

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out, in soft/loose soil, complete all as specified & directed.

M&L hardcore broken stone or boulders of gauge n.exc 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified & directed.

M&L for 100 mm thick cement concrete 1:4:8 type D2 (40mm graded stone aggregate) as in lean concrete sub base etc., complete as specified and directed.

Removing excavated soil to a distance n.exc. 50 Mtr and depositing where directed at a level nexc. 1.5 M above the starting point complete all as specified & directed.

M&L for providing 100 mm thick cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) as in floors/pavings or harstanding etc., finished surface even & smooth without using extra cement., complete as specified and directed.

M&L for forming Construction joint 30mm deep x 10mm wide filled with sealing compound grade 'A', complete all as specified & directed.

M&L for brick work with fly ash bricks, old size, straight or curved on plan exc 6m mean radius built in cement mortor 1:6, complete all as specified and directed.

M&L for rendering 15 mm thick in cement mortar 1:4 on fair faces of brick wall or concrete surface, finished surface even & fair without using extra cement, complete all as specified and directed.

M&L for preparing newly plastered or unplastered surface of walls and applying three coats of white wash on walls, complete all as specified and directed.

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cess pits, manholes, pier holes, etc. n.exc 10 sqm on plan and n exc 1.5 m in depth and getting out, in soft/loose soil, complete all as specified & directed.

M&L for cement concrete 1:2:4 type B-2 (40mm graded stone aggregate) as in filling, foundation and mass concrete, complete as specified and directed.

S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS.1161-1979 grade St.-240, complete all as specified & directed. (Note- All structural members including tubular truss shall be mechanically curved as per architectural design & shape as shown in drawing Appendix 'A' & 'B' and directed.

S&F plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections conforming to Fe-410W Gde-250) quality 'A', complete all as specified and directed.

S&F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed. (Note- Roof sheets shall be mechanically profiling as per architectural design/curvature as shown in drawing attached appendix 'A' & 'B' and directed by Engr-in-Charge)

M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over one coat of red oxide primer, complete all as specified and directed.

ZAIGHAM ENTERPRISES

Ikrar khan & co.