PROVN OF GRANITE WORK AT LIFT AREA AND VITRIFIED TILING IN CORRIDORS AT ALL FLOOR OF P-1 BUILDING AND PROVN OF KERB STONE AROUND P-16 AND P-17 BUILDING AND 02 NOS STORAGE SHED BEHIND PUMP HOUSE AT CGRA MANICKTALA

Amount

M&L for 18-20 mm thick Granite (of any type) tiles machine cut, in skirting/ dado laid over 15mm thick rendering in cement screed in cement Mortar 1:4 on Walls 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 directed.

M & L vitrified ceramic tiles 9-10 mm thick dark shade (square / rectangular) polished, area of each tiles exceeding 0.42 sqm but not exceeding 1.00 sqm, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement including 15mm thick screed bed in CM 1:4 to match complete all as directed and as specified.

M & L vitrified ceramic tiles 9-10 mm thick dark shade (square / rectangular) polished, area of each tiles not exceeding 0.36 sqm, in skirting, set and jointed in neat cement slurry and pointed in white or coloured cement including 10mm thick rendering in CM 1:3 to match complete all as directed and as specified.

Rounding to edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified and as directed.

Dismantling floor slab, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles/granite slab to store and rubbish off the premises complete all as specified and as directed.

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

M & L for 25 mm thick Cement concrete type B-0, 1:2:4 (12.5mm graded aggregate) as in flooring complete all as specified and directed.

Removing building materials etc. to a distance of 500m or under, beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified and as directed.

M&L Surface dressing n exc 15 cm deep in soft/loose soil complete all as specified and as directed.

Demolition of Concrete in ground floors and pavings exc 15 cm thickness (below or above ground level) complete all as specified and as directed.

M&L Cement concrete 1:2:4 (Type B2) in foundations, filling and mass concrete all as specified and as directed.

Returning, filling in including spreading, levelling , watering and well ramming in layers n exc 25 cm thick with soil as specified and as directed

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified as directed.

M&L for prepration of new concrete surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of primer complete all as specified and as directed.

M & L for hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M & L for 100 mm thick PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in floor complete ass as specified and as directed.

M & L for 50mm thick Sand filling under paver block including watering and consolidation complete ass as specified and as directed.

M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete ass as specified and as directed.

Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed.

Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed.

S &F of Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) as directed and specified by Engineer in charge.

S &F of Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) ( Fe 410 W Gde E-250 Quality A) including distance pieces, cleats etc. as directed and specified by Engineer in charge.

S &F of 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 of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete as directed and specified by Engineer in charge.

S &F of Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment 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 as specified and directed by Engineer in charge.

S & F painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified ® as specified and directed by Engineer in charge.

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

M & L for Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry over 20 mm thick screed bed in CM 1:4 in floors complete ass as specified and as directed.

S & F 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and as directed.

S M ENTERPRISE (BID ID -3174139)

JAY MA TARA TRADERS (BID ID -3173091)

CIVCON (BID ID -3174405)