PROVISION OF GLASS DOOR AND BRICKWALL AT KALPAKKAM AND PROVISION OF INTERLOCKING TILES AND ROUTE MARKER AT CHENNAI UNDER AGE(I) NAVY CHENNAI

Amount

S&F frameless glass door 1.80 x 2.10 m size with two Nos. openable shutters of size 0.90X2.10m each using 12mm thick factory toughened plain sheet glass using the following stainless steel fittings of polished chrome finish (Satin stainless steel finish for handles) including acid finish for the entire surface of the door with white acid leaving tag line of approx. 300X300mm size using suitable stencil etc. on openable shutter and including cutting necessary holes and cut outs complete all as specified and as directed by the Engineer-in-Charge: (a) Corner lock patches with EPC and trike plate XL-C-4011A: 2 Nos. (1 No. for each openable shutter) (b) Floor springs with 90o open (EN 4): 2 Nos. (1 No. for each openable shutter) (c) Top patches XL-C-4012: 2 Nos. (1 No. for each openable shutter) (d) Bottom patches XL-C-4013: 2 Nos. (1 No. for each openable shutter) (e) Top pivots XL-C-4014: 2 Nos. (1 No. for each openable shutter) (f) 450mm long H-Type handles 25mm dia., of grade SS 304, XL-C-3003A: 2 Sets. (1 set. for each openable shutter)

S&F of Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge.

S&F of 12mm thick Factory toughened plain sheet glass fixed to aluminium frame including all necessary fittings complete all as specified and as directed.

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc and getting out in soft/loose soil complete as specified and directed.

M&L for Plain Cement concrete 1:4:8 type D2 (40mm graded aggreagate) in foundations, filling and mass concrete complete as specified and as directed.

Returning filling-in including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil using approved excavated soil complete as specified and as directed..

M&L Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete as specified and as directed..

M&L brick work with modular flyash bricks straight or curved on plan exc 6 m mean radius built in CM 1 : 6 complete all as specified and as directed.

Taking down cement plaster on brick walls including racking out joints, hacking for key, scrubbing down with water etc.

M&L for rendering 15 mm thick in cm 1:4 on brick surfaces finished fair & even plasters finshes complete all as specified and as directed.

M&L 20mm thick Granite (of any type) work (table rubbed and polished) in Skirting for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete as specified and as directed.

Excavation over areas, n. exc. 1.5m deep and getting out in soft/loose soil complete all as specified and as directed by the Engineer-in-Charge.

Removing excavated soil to a distance exceeding 250m but not exceeding 500 km and depositing where directed at a level not exceeding 1.50 m above the starting point

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

M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in sub base for flooring complete all as specified and as directed by the Engineer- in-Charge.

M&L for sand filling under floors, pavement etc., spreding and levelling, laid in layers n. exc. 15cm thick and rammed including watering as required complete all as specified and as directed by the Engineer-in-Charge.

M&L for 60mm thick M-35 grade, machine pressed precast conctete interlocking paver block coloured any shape and size confirming to IS 15658-2006, with grey cement and pigment, complete all as specified and as directed by the Engineer-in-Charge.

M&L for precast plain cement concrete 1:2:4, type B1 (using 20mm aggregate) in kerb stone exceeding 10cm in width and setting in cement mortar 1:4 complete with joints to match complete all as specified and directed by the Engineer-in-Charge.

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

S&F OFC cable route marker MS cast iron round die cast 4'' round plate 2mm thickness MS anle of 2.5 feet, including blue colour painting on route indicating OFC in white and moulding on ground with PCC complete all as specified and directed.

S Dilli

M/SJAYAM CONSTRUCTIONS