CAMOUFLAGING PAINTING AND MISC REPAIR TO SECURITY WALLS UNDER AGE B/R-II OF GE (SOUTH) AKHNOOR.

Amount

Dismantling 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, complete all as specified and as directed by Engineer-In-Charge.

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed gound, posts embedded in concrete surface, complete all as specified.

Dismantling Barbed wire fencing of any type, all as specified.

Preparation of new or previously untreated steel surfaces of any description, not otherwise described, over 10cm width or girth including and applying two coats of synthetic enamel paint over one coat of zinc chrome/ red oxide primer, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old painted steel surfaces of 'Y' shaped angle iron of any description, not otherwise described, over 10cm width or girth including and applying one coat of synthetic enamel paint, complete all as specified and as directed by Engineer-In-Charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc, complete all as specified and as directed by Engineer-In-Charge.

Rendering 15mm thick on fair faces of brick work or concrete surfaces, in cement mortar 1:4, rendering is to be finished even and smooth (without using extra cement), complete all as specified and as directed by Engineer-In-Charge.

Preparation of new plastered surfaces of walls and applying two coats of cement paint (Camouflage Pattern) of approved tint over a coat of primer, complete all as specified and as directed by Engineer-In-Charge.

Preparation of old/ decorated plastered or unplastered surfaces of walls and applying one coat of cement paint (Camouflage Pattern) of approved tint, complete all as specified and as directed by Engineer-In-Charge.

M&L Brickwork with subclass ‘B’ bricks, old size bricks, straight or curved on plan exceeding 6.0mtrs mean radius built in cement mortar 1:6, complete all as specified and as directed by Engineer-In-Charge.

All as per Srl item No -22.00 but except bricks, complete all as specified and as directed by Engineer-In-Charge.

S&F mild steel posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire etc; flate iron fillets (for securing chain link fencing) including all necessary drilling, bolting or riveting etc, and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.

M&L Cement concrete M-15, type B-1, 1:2:4 ( using 20mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs , water troughs and the like including weathering, slightly rounded or chamfered angles and throating and necessary form work, all as specified.

M&L Mild steel galvanised concertina coil fencing with punched tape concertina coil 610 mm dia, 10 metre openable length (total length 142 mtrs), having 50 Nos. rounds per 6.0 metre length, spring core wire (2.5 mm dia galvanised wire) of high tensile strength not less than 400-450 gm/ Sqmm with tape (0.52mm thick) and weight 2.0 Kg/metre and fixing the same with existing Y-shaped angle iron placed 2.0mtrs apart and with 6 horizontal R.B.T. (Reinforced Barbed Tape) wire, stud tied with G.I. staple sand, 125 to 127 Nos. of G.I. clips in one coil, to retain horizontal, including necessary nuts and bolts, including taking down existing rusted/damaged concertina coil complete all as specified and as directed by Engineer-In-Charge.

M&L Galvanised, 2-strand, steel barbed wire 2.24mm dia barbed with 2.0 mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured), complete all as specified and as directed by Engineer-In-Charge.

All as per srl item No 38.00 but fixing only, complete all as specified and as directed by Engineer-In-Charge.

M&L in replacement of 0.56mm thick Plain, Aluminium sheeting, Alloy 31000 H4 in ridges, hips, valley gutter, drip and straight flashing (length and girth as fixed) with MS screws on either side at 300, complete all as specified and as directed by Engineer-In-Charge

S&F Thermocol sheet 20-30mm fixed in crumple joint, complete all as specified and as directed by Engineer-In-Charge

Amount of Schedule of credit of for Rs 9677.50 shall be deducted from quoted amount.

KRISHNA BUILDERS

RAMA CONSTRUCTION COMPANY

Madan Lal Sharma and Sons