REPAIR TO FENCING, COMPOUND WALL, GATE AND MISC B/R WORKS AT AF STN ARJAN SINGH UNDER GE (AF) PANAGARH.

Amount

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground in natural ground base fdn complete all as specified and directed.

M&L for PCC type D-2 (1:4:8), using 40 mm graded stone aggregates as in sub base, foundation filling and mass concrete complete all as specified and directed.

S&F for mild steel posts or 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 directed. (Note :- Size of angle shall be as per standard TD drawings as provided by the Engineer-in-Charge)

M&L for reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area exc 100 sq. cm and n exc 250 Sq. cm,, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed complete all as specified and directed

S&F for galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm 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 of wire to be measured) after dismantling of old unserviceable steel barbed wire fencing any type complete all as specified and directed.

S&F for galvanised iron chain link fencing with 3.8mm to 4mm dia wire mesh size 75 X 75 (as per sample approved by GE) after dismantling of old unserviceble chainlink fencing of any type complete all as specified and directed.

S&F of MS screw bolts (machine made) with hexagonal or square heads at one ends and screwed the other or screwed both ends, each screwed end to be fixing with washer and one hexagonal or square nut n exc 5cm long and dia shank 5 to 10mm etc. complete all as specified and directed.

S&F for mild steel round bars 8mm dia for securing chainlink fencing etc fixed to fencing posts complete all as specified and directed by Engineer-in-Charge as per Fe-410S or O complete all as specified and directed.

S&F for rolled mild steel 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 and also fastening conforming to Fe-410-W Gde E-250 after taking down of old mild steel frame work of any type and any locations complete all as specified and directed.

M&L for preparation of new or previously untreated steel surfaces of any description, over 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

M&L for preparation of new steel surfaces of any description, n exc 10cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast concrete articles complete all as specified and directed.

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

M&L for brick work using fly ash bricks straight or curved on plan to any radius in half brick thick wall, built in cement mortar (1:4) complete all as specified and directed.

M&L for 25mm thick precast cement concrete louvers and jallies (1:2:4) type B-0 (using 12.5 mm graded stone aggregate) set in cement mortar (1:4) including all moulding but exc frames complete all specified and directed.(Note- Pattern of jallies shall be as approved by GE).

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

M&L for preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of cement primer complete all as specified and directed.

M&L for mild steel TMT bars 6mm to 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as in stirrups, spacers and binders including binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for RCC type B1 (1:2:4), (using 20 mm graded stone aggregates) for beams, cantilevers, bressummers, linterls over 1.5m span complete after demolition of RCC work of any description and any location (reinforcement to be cut as required to facilitate demolition and removing debris to distance n exc 50m) all as specified and directed.

M&L for use and waste of steel formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splays between floors and beams, etc. complete all as specified and directed.

M&L for PCC type B-1, 1:2:4 (using 20mm graded aggregate) as in coping, benching, hold fast, water troughs, bed block and the like including weathering, slightly rounded or chamfered angle and throating including necessary form work complete all as specified and directed

M&L for hard core (broken stone) of gauge not exc 63mm, deposited, spread and levelled in layers not exc 15cm thick watered and well rammed to a true surface complete all as specified and directed.

M&L for chequered cement concrete tiles of size 30 cm x 30cmx22 mm thick set, jointed in neat cement slurry in floor and pointed in white or grey cement and no pigment of machine pressed to match the shade of tiles laid over and including 15 mm thick screed bed in cement mortar (1:6) after demolition/dismantling of existing unserviceable cement concrete tiles complete all as specified and as directed.

M&L for 75mm thick PCC 1:3:6, type C-2 (using 40mm graded stone aggregates) as in sub base to receive tiles after demolition of existing unreinforced cement concrete work n exc 15 cm thick complete all as specified and as directed. (Note: PCC work shall be done as and where required for tiling works.)

M&L for non skid heavy duty vitrified outdoor (designer) tiles of size 300mmx 300mmX10mm to 12mm thick as in floors etc jointed in neat cement slurry and pointed in white cement with pigment to match with the colour of tiles over 15mm thick screed in CM (1:4) after dismantling of old tiling works including bedding/ backing etc. complete all as specified and directed.

ANSH CONSTRUCTION

ROY ENTERPRISE

NEELAM DINESH CONSTRUCTION CO

SARASWATI ENTERPRISE (INDEX NO CEEC D-81)

M/S KUMAR AVINASH