SPECIAL REPAIR TO BUILDING NO P-01 OF HQ CIF (K) AT SHALATENG GRASSION UNDER AGE (I) CIF (K).

Amount

Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge.

Pre- painted prefabricated Mangalore pattern steel sheet 0.50mm thick (Red Colour) having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and as directed by the Engineer-in-Charge.

Prepainted galvalume aluminium zinc coating GI base plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof, fixed with self tapping screws, complete all as specified as directed by the Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by the Engineer-in-Charge.

Mild steel work as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including mbeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge.

Mild steel, plain, black sheet, 1mm thick for eaves board fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required, complete all as specified and as directed by Engineer-in-Charge.

Dismantling timber scantling 40 Sq cm and over in section in any position, framed work, complete all as specified and as directed by the Engineer-in-Charge.

2nd class hard wood (shesham) as in scantling, clean sawn timber, fixed in framed work, complete all as specified and as directed by the Engineer-in-Charge.

Dismantling wall and ceiling board (fibre, pulp, insulation etc.) or insulation boards/slabs/blankets, any thickness, including cover fillets, complete all as specified and as directed by the Engineer-in-Charge.

Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two nequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clipsm across the intermediate channel at 457 mm centre to centre.Hangers 6 mm dia. G.I. (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I. flat 40 x 3 mm size 60mm long and expansion hold fasteners 12.5mm dia. 40mm long, complete all as specified as directed by the Engineer-in-Charge.

Providing and fixing 10mm thick plaster of paris ceiling (Gypsum anhydrous) to flat surface over 2nd class soft wood fillets, or metal frame work and reinforced with G.I. wire mesh , complete all as specified and as directed by the Engineer-in-Charge. Note:- Fillets, metal frame work and G.I. wire mesh paid separately.

2nd class soft wood (Kail) as in scantling, clean sawn timber, fixed in framed work, complete all as specified and as directed by the Engineer-in-Charge.

8mm thick laminated wooden wall panelling interlocking type fixed with nails to timber frame work, complete all as specified and as directed by the Engineer-in-Charge. Note : The pattern and colour of panelling shall be approved by AGE (I) and contractor shall not have any claim whatsoever on this account.

Plain fillets. square, rectangular or triangular in section, made of 2nd class soft wood (Kail), wrought, secured with nails or brads, sectional area exceeding 13 sqcm but not exceeding 25 sqcm, complete all as specified and as directed by the Engineer-in-Charge.

Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles including removing of rubish, complete all as specified and as directed by the Engineer-in-Charge.

Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in lintels upto 1.50 metres clear span, steps, seismic and other similar bands, coping, bed plates for serving hold fasts, filling in mild steel frames etc. and the like including weathering slighting rounded or chamfered angles and throating, and use of form work (straight or curved), complete all as specified and as directed by the Engineer-in-Charge.

Taking down plastering in cement lime or cement mortor on brick or stone work etc. including racking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge.

Rendering 15mm thick on brick work or concrete surface in cement mortar 1:4, finishing surfaces even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.

Preparing new plastered or unplastered surfaces of walls for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces, complete all as specified and as directed by the Engineer-in-Charge.

Note :- An amount of Rs. 39,740.00.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.

M/S SHIMAR STAR GLACIER

M/S MIR SAJAD ENTERPRISES

SOFI CONSTRUCTIONS

M/S SHEIKH FEROOZ AHMAD