PRON OF SEPTIC TANK WITH ALLIED INFRA OF 4015 FD HOSPITAL AND COVER FOR WATER STORAGE TANK OF FILTRATION PLANT AT OLD AIR FIELD UNDER GE 970 EWS

Amount

Excavation over areas, n exc 1.50m deep and getting out in any type of soil complete all as specified and directed.

Excavation over areas exc 1.50m deep and getting out in any type of soil complete all as specified and directed.

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

Returning filling including spreading watering and well ramming in layers n.exc 25cm thick in soil.

Removing excavated soil to a distance of beyond 50 m and upto a total distance of 250 m depositing where directed at low lying area as directed by Engr in charge.

Material & labour for Cement concrete 1:3:6 type C2 using 40mm graded Aggregate for foundation and mass concrete complete all as directed by Engr in charge.

Material & labour for cement concrete 1:2:4 type B2 using 40mm graded agregatre as in surface channels and drains complete all as specified and directed.

M&L brick work with sub class 'B' bricks straight or curved in plan exc 6 mtr mean radius built in CM (1:4) using old size bricks complete all as specified and directed by Engr-in-Charge.

M&L for laid dry with subclass ‘B’ bricks straight or curved on plan exc 6 m mean radius in circular well steining (any radius) constructed from the base or curb using old size bricks all as specified and as directed by Engr-in-charge.

Material & labour for reinforced cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate) as in lintels over 1.5 m clear span, cills, steps, seismic and other similar bands plinth cources, roof kerbs or mud stops, benching, coping, bed plates, parapets, water throughs and the like etc including weathering, slightly rounded or chamfered angles throating etc complete all as specified and directed.

M&L for 15mm thick rendering on fair faces of brick/stone work or concrete sufaces in CM 1:3 incl mixing of liquid WPC of approved make @200ml per bag and finishing even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

Extra for forming fair finish to drain or channels 30cm internal girth in cement concrete using extra cement incl forms, moulds/mitred stopped ends in manholes etc complete all as specified.

S&F for TMT bars 10mm dia and over cut to length, bent to shape required including cranking, hooking end and binding with mild steel wire (annealed) not less than 0.90 mm dia all as specified and as directed by Engr-in-charge.

S&F for TMT bars 6mm to 8 mm dia cut to length, bent to shape required including cranking, hooking end and binding with mild steel wire (annealed) not less than 0.90 mm dia all as specified and as directed by Engr-in-charge.

aterial & labour for mild steel high yield strength TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers, binders etc cut to length bent to shape required, including cranking, hooking ends, bending and binding with and including MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

M&L for providing precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:6 including necessary form work all as specified and as directed by Engr-in-charge..

M&L for reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate (nominal mix) as in slabs and scum walls, beams as in septic tank and the like all as specified and as directed by Engr-in-charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) in rough finished flat surfaces of concrete all as specified and as directed by Engr-in-charge.

M&L for formwork to faces of scum walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc. vertical or to batter in rough finished flat surfaces of concrete all as specified and as directed by Engr-in-charge.

M&L for loose filling with aggregates of gauge 40 to 80 mm broken stone boulders in soakage pits, soakage wells and septic tanks complete all as specified and directed.

M&L for loose filling with aggregates of gauge 80 to 150mm broken bricks in soakage pits, soakage wells complete all as specified and directed.

S&F in repairs 110mm bore PVC (SWR) soil pipes single socketed in any length with rubber ring joints fixed to walls all as specified and directed by Engineer in Charge.

S&F in repairs 110mm bore PVC (SWR) vent cowl fixed to soil pipes all as specified and directed by Engineer in Charge.

M&L for cutting into existing manholes for connecting new drains, making good to 150mm internal dia pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required all as directed.

M&L for cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in bed to drain pipes of 100mm bore including packing under and haunching against the sides of pipes after they are laid & tested as specified.

Material & labour for salt glazed stone ware drain pipe Grade-A 100mm bore laid in trenches, jointed and tested as per IS-651-1980 complete all as specified and as directed.

M&L for cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in bed to drain pipes of 150mm bore including forming cradles; all as specified and directed.

S&F reinforced concrete pipe 150mm dia, class NP3, laid and jointed complete with collars all as specified and directed by Engineer in Charge.

M&L for cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in bed to drain pipes of 200mm bore including forming cradles; all as specified and directed.

S&F reinforced concrete pipe 200mm dia, class NP3, laid and jointed complete with collars all as specified and directed by Engineer in Charge.

Supply and fix mild steel rolled section as in roof trusses (framed), trussed, purlins, crane grantries, rails and fastening and heavy brackets framing (Beam, tee, channel or flat section) incluidng distance pieces cleats etc conforming to FE - 410 W(Gde E-250) Quality B including one shop coat of zinc chromate primer paint a (incl preparation of surface) before fabrication all as specified and directed.

M&L for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete confirming to FE - 410 W(Gde E-250) Quality B complete all as specified.

Supply & fix pre painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and directed.

Supply & fix pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick fixed of any colour having tensile strength of 550 MPa as in ridge, eaves board, covering,cladding, doors and similar work fixed complete all as specified and directed

Supply & fix plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment confirming to FE - 410 W(Gde E-250) Quality B complete all as specified.

S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm but n. exc 10cm long & dia of neck 16 to 20 mm complete all as specified and directed by Engineer in Charge.

M&L for new steel surfaces of any description, over 10 cm width or girth , and applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified and directed by Engr-in-Charge.

M/S GHULAM HASSAN KUCHAY

M/S M.Y Enterprises

M/S Sultan Enterprises