REPAIR TO FENCING SECURITY WALL STEEL GATE AND PERIODICAL SERVICES UNDER AGE

Amount

Dismantling of existing Steel/Wooden posts and struts, any sections embedded in concrete/hard core including taking out embedded portion and making good disturbed ground complete all as specified and as directed by Engineer-in-Charge. Notes : - This item shall also include the demolition of foundation concrete/hard core and taking out the posts and struts carefully and removing the same from site.

Excavation in post holes ( or similar holes) in any type of soil, each not exc 0.50 cum, getting out, removing surplus spoil to distance not exceeding 50 mtr and making good surface complete all as specified.

Cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregates as in foundation, filling and mass concrete complete all as specified.

Mild steel work conforming to Fe 290 Gde E-165 as in posts and struts etc in fencing including cutting tops to shape as directed, drilling holes, notching for wire, flat iron fillets (for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work complete all as specified and as directed by Engineer-in-Charge.

Mild steel screw bolt(machine made) with hexagonal or square heads at one end screwed the other or screwed both ends each screwed end to be fittedwith washers and one hexagonal or square nut n exc 5 cm long (5 to 10mm dia.) complete all as specified

Mild steel 10mm dia bars as in posts and struts in fencing including cutting top to shape as direct, drilling holes, notiching for wire etc incl welding, (for securing wire mash etc) incl all necessary drilling bolting or reveting,etc and similar work conforming to Fe290 complete all as specified.

Chain link fencing of oblong wire mesh size 100x100mm with weight not exc 4 Kg/Sqm all as directed (Note - Dia of main bar 4mm and cross bar 4mm)

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts etc including provission of binding wire and fixing with MS angle iron fencing posts complete all as directed.

Dismantling/taking down barbed wire from the existing angle iron fencing posts and neatly coiling on rough drums for re-use or removing from the site complete all as directed by Engineer-in-Charge.

Galvanised 2 strand, steel barbed wire 2.24 mm dia, barbed with 2mm dia barbs at 75 mm spacing and straining and fixing to mild steel fencing posts, any type of standard rails, straining bolts including securing or tying at crossings with and provision of galvanised mild steel wire staples or steel nibs, pins complete all as specified and as directed. Note : Each line of barbed wire to be measured seperately.

All as per Srl item No. 6 here in before but using old wire including restraining, resecuring including making good staples etc. complete all as specified.

Concertina coil 600mm dia / 56 loopse / 2.5 mm core wire, Coil Diameter: 600 mm, Type of Strip: Heavy Galvanised (IS:1703), Type of Core wire: Heavy Galvanised (IS:280-2006), Core wire Diameter: 2.50 mm Dia, Zinc Coating to Strip: Minimum 200 GSM/sqmm, Zine Coating on wire: Minimum 275 GSM/sqmm (IS 6745-1972 reaffirmed 2006), Tensile Strength of wire 1400-1500 N /sqmm, Weight: 6-8 Kg (± 5%), Number of Loops: 56. Blade Length: 22 MM, Barb Profile: Medium Blade (MBBT), Distance Between Barb. 35 mm, Stretchable length 6-8 mtrs, Type of clip: Hardened Steelin Galvanised steel, complete all as specified & directed.

Demolition of cement concrete (un-reinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level ) complete all as specified.

PCC 1:3:6 type C-1, using 20 mm graded stone aggregate, as in benching and coping, bed plates and similar work etc including necessary form work all as specified and as directed by Engineer-in-charge.

Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth using integral water proofing compound including taking down cement plaster of any description complete all as specified and as directed by Engineer-in-Charge

Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified and as directed by Engineer-in-Charge.

Preparation of old plastered or unplastered surfaces of walls and applying one coats of cement base paint complete all as specified and as directed by Engineer-in-Charge.

Preparing new treated surfaces for beam projection etc of any type of projection (plastered or unplastered surfaces) and applying two coat of apex paint all as specified and directed.

Preparing old treated surfaces for beam projection etc of any type of projection (plastered or unplastered surfaces) and applying one coat of apex paint all as specified and directed.

Demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc complete all as specified.

Brick work with Sub Class ‘B’ burnt bricks (Old size bricks) straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete, all as specified.

All as per Srl item No 21 here in before but except Brick.

Rendering 15 mm thick in cement and sand mortar 1:4 on fair faces of brick work or cement concrete surfaces including finishing the surface even and smooth using integral water proofing compound and two coat of cement base paint over one coat primer complete all as specified and as directed by Engineer-in-Charge. (WPC shall be measured and paid separately)

Supply of liquid water proofing compound.

Preparation of new steel surfaces of any description over 10 cm in width or girth not otherwise described and apply two coats of Synthetic enamel paint over one coat of red oxide zinc chrome primer complete all as specified and directed by Engineer-in-Charge.

Preparation of old steel surfaces of any description over 10 cm in width or girth not otherwise described and apply one coats of Synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

M/S Rajesh Kumar Contractor

VIJAY BUILDERS

M/s Sekinder Paul Sharma

M/S KARAN SINGH CONTRACTOR

M/s J V Construction

M/S KAPIL KUMAR KHATTAR