REPAIR TO FACIA, CHAJJA, PLASTERING, ROOF PROJECTION, FLOORING AND CERTAIN MISC B/R WORKS AT CERTAIN OTM ACCN IN ZONE-1 AT MIL STN JAISALMER

Amount

Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing, removing serviceable tiles) complete all as specified and directed by Engineer-in-charge.

M&L for 25mm thk PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in subbase of floors complete all as specified and directed by Engineer-in-charge.

M&L for Non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-charge.

M & L Non Skid Ceramic coloured tiles 7 to 8 mm thick area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed in CM 1:6, all as specified and directed.

M & L Glazed ceramic coloured tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick rendering in CM 1:4 etc complete all as specified and directed by Engineer-in-charge.

Demolition of Concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-charge.

M&L for 75mm thk cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase of flooring/hard standing complete all as specified and directed by Engineer-in-charge.

M&L for 25 mm thick sand cushing for laying of precast concrete interlocking tiles including watering and consolidation complete all as specified and directed by Engineer-in-charge.

M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade using grey cement and pigment of any shape and size conforming to IS 15658 - 2006 complete all as specified and directed by Engineer-in-charge. Note :- Pattern of tiles to be Rubber moulded or equivalent as approved by GE.

S & F Chequered cement concrete tiles 20cm X 20 cm X 25mm thk with grey cemnt and pigments, set jointed in neat cement slurry as in floors/path etc over and including 15mm thk screed bed in CM 1:6 complete all as specified and directed by Engineer-in-charge.

Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge.

M & L Granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed by Engineer-in-charge.

M&L 5cm Sand stone slabs in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.

Taking down cement plaster or cement lime plaster etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-charge.

M&L for 10mm thick rendering in cement morter 1:4 on fair face of brick wall or concrete surfaces, finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for rendering 15mm thick on wall and concrete surfaces in cement mortor 1:6 ,finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

Dismantling of Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed by Engineer-in-charge.

S&F Pre- painted galvalume 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 complete all as specified and directed by Engineer-in-charge.

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

S &F Framed work of Fe 410 -W (Gde E- 250) quality A 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 of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specified and directed by Engineer-in-charge.

S & F Joist, channel, angle, or tee sections of Fe 410 -W (Gde E- 250) quality A, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. Within 20mm of the length indicated) complete all as specified and directed by Engineer-in-charge.

M&L preparation of new steel surfaces exc 10cm in width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer primer complete all as specified and directed by Engineer-in-charge.

S&F in repair 500 ltrs capacity white colour three layer rotational moulded polythene water storage tank (Cylinderical vertical with closed top) hoisted and fixed in postion including dismantling of existing tank, all as specified in SSR Part-I.

S&F in repair 1000 ltrs capacity white colour three layer rotational moulded polythene water storage tank (Cylinderical vertical with closed top) hoisted and fixed in postion including dismantling of existing tank, all as specified in SSR Part-I.

Disconnecting existing tanks exc 250 ltr and not exc 500 ltr capacity , setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and directed by Engineer-in-charge. (Note- Cleaning repairing, etc. measured separately)

Disconnecting existing tanks exc 500 ltr and not exc 1000 ltr capacity , setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and directed by Engineer-in-charge. (Note- Cleaning repairing, etc. measured separately)

Cleaning and removing all scale and dirt in tanks exc 250 ltr and not exc 500 ltr capacity, etc, from tanks and from mouths of circulating pipes, etc complete all as specified and directed by Engineer-in-charge.

Cleaning and removing all scale and dirt in tanks exc 500 ltr and not exc 1000 ltr capacity, etc, from tanks and from mouths of circulating pipes, etc complete all as specified and directed by Engineer-in-charge.

S & F in repair 20mm bore dia ball brass valves high pressure ,with polythene float and flynut complete, screwed for iron pipe or brass ferrule and complete all as specified and as directed by Engr-in- Charge.

Dismantling Trellis work (Jafri) one way, including taking as under of battens in trellis complete all as specified and directed by Engineer-in-charge. (Note :- posts and rails measured separately)

M&L for 35mm thick precast cement concrete louvers and jallies type C-0 (1:3:6) using 12.50mm graded aggregate (measured solid), including all mouldings but excluding frame, set in cement mortar 1:4 complete all as specified and directed by Engineer-in-charge.

M& L for Providing precast ce- ment concrete Type C1 (1:3:6) by using 20mm graded aggregate in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with ma?sonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in cement mortar 1:6, complete with joints to match complete all as specified and directed by Engineer-in-charge.

BHAGWATI CONSTRUCTION

M/s Shri Inder Construction Company

Leelashah Enterprises

M/S TANUSHREE CONSTRUCTION COMPANY