REPAIRS TO PERIMETER WALL AND FIXING OF MS ANGLE GRILLS OVER WATER DRAIN OUTLETS AT OFDR

Removing Soft/loose soil Hard/dense soil inculding the roots of creeper plants and grass growing, all as specified in SSR Part-I & as directed by EIC. Including top of perimeter wall

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in concrete work and making good disturbed ground, all as specified on SSR part I and directed by EIC for MS fencing inculding the roots of creeper plants and grass growing.

Dismentling fencing wire mesh ,barbed wire fencing, concertina coil,any type, all as specified on SSR part I and directed by EIC.MS fencing inculding the roots of creeper plants and grass growing.

Demolition of Concrete in ground floors/above ground floor including glass coping at height approx. 3.5 M and pavings not exceeding 15 cm thickness (below or above ground level) cement concrete (unreinforcement), all as specified in SSR Part-I & as directed by EIC.

Taking down cement plaster, at height approx. 3.5 M of perimeter wal any description on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc,all as specified in SSR Part I & as directed by EIC.

S & F for posts and 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,all as specified on SSR part I and as directed by EIC.

S & F Galvanised, 2 strand, steel barbed wire 2.24 mm 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 wire to be measured ), all as specified on SSR part I and directed by EIC.

Use & waste of FORMWORK , to sides of concrete foundations , footings ,bases of columns, raft & raft beams sides and soffits ( if any) of foundation and plinth beams and similar work ; vertical or to batter, , make square box or retangular for proper finishing all sides all as specified in SSR Part-I & as directed by EIC.

M & L providing cement concrete in Type B1 1:2:4 ( 20mm graded aggregate) ,in plinth courses, copings,at height approx 3.5 M all as specified in SSR Part-I & as directed by EIC.

M&L Broken Glass cement coping on top of wall, in cement mortar 1:3 all as specified on SSR part 1 and directed by EIC.

M&L for Pre-cast cement concrete block masonary in C.M. 1:4 Type B1 1:2:4 (20mm grade aggregate) with solid blocks, exc 10cm in width and setting in mortar, all as specified in SSR Part-I & as directed by EIC.

i) M & L preperation of old steel & iron surfaces over 10 cm width or girth,all as specified on SSR part I and directed by EIC.

ii) M & L priming with Red oxide, zinc chrome for steel & iron surfaces, over 10 cm width or girth,all as specified on SSR part I and directed by EIC.

iii) M & L 1 st coat of synthetic enamel paint on steel & iron surfaces , over 10 cm width or girth,all as specified on SSR part I and directed by EIC.

iv) M & L 2nd coat of synthetic enamel paint on steel & iron surfaces , over 10 cm width or girth,all as specified on SSR part I and directed by EIC.

M & L rendering 20 mm thick ( I st coat ) in C.M. 1:4,at height 3.5 M on fair faces of brick work or concrete surfaces, all as specified in SSR part-I & as directed EIC.

M & L RCC type B 1, 1:2:4 ( 20 mm graded aggregate ) as in foundations, including footings , plinth beams, bases of coolumns etc, all as specified in SSR Part-I & as directed by EIC. A)Ditto - but in Beams.

A) M & L Deformed or twisted mild steel bars 10 mm dia and over , cut to length, bent to shape required , including cranking , bending , spirally for hooping for columns , hooking ends and binding with and incluidng mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming , all as specified in SSR Part-I & as directed by EIC. Sample should be submitted first for approval)

B) Ditto - but 6 mm to 8 mm dia

Excavating over areas , n exc 1.5 m deep and getting out in hard / dense soil , all as apecified in SSR Part- I & as directed by EIC.

M & L cement concrete Type B2 1:2:4 ( 40 mm graded aggregate ) in foundations, filling and mass concrete , for surface channel and drain works all as specified in SSR Part-I & as directed by EIC.

S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, races, 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.

S&F Concertina coil (closed)1050mm, coil dia when open 915 +50- 0 mm of 15mtr, weight of coil with 50 turns and 129 nos clips (1 bundle= 15mtr i.e15.2kg).

Old MS angles and barbed wire fencing, Concertina coil.