REPAIR TO FENCING SECURITY WALL, STEEL GATE AND PAINTING TO SECURITY WALL UNDER GE (N) AKHNOOR

Amount

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in concrete, brick work, masonry etc and making good disturbed ground, complete all as specified. 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.

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 barbed wire etc) including all necessary drilling, bolting or riveting etc and similar work complete all as specified and as directed by Engineer-in-Charge.

Description all as per item Ser No 02 above but fixing only.

Plain cement Concrete 1:3:6 type-B1 (using 20mm graded crushed stone aggregate) as in copings, hold fasts plinth band, bed blocks, benching and like slightly rounded or chamfered angles as directed including necessary form work, complete all as specified.

Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations filling and mass concrete, complete all as specified.

Taking down carefully old galvanised stranded steel barbed of any description from old RCC or steel pole (each line wire to be measured) and neatly coiling the serviceable barbed bar on round drums for re-use or removing the unsv barbed bar from site, complete all as specified.

Galvanised, 2 strand steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing and tying at crossings with and provision of galvanized (zinc coating 60 gram) mild steel wire, staple or steel pins, etc complete all as specified and directed.

Description all as per item Ser No 07 above but fixing only in position by restraining, resecuring including making good staple etc, (each line wire to be measured) 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. Note: Measurement of concertina coil during payment shall be done as per "Weight ascertain by BOO".

15mm thick cement plaster rendering in CM 1:4 on fair faces of bricks or concrete surfaces including mixing of WPC as per manufacturer's instruction & finishing the surface even and smooth without using extra cement with & including taking down cement plaster of any description on stone or brick walls etc. including racking out joints, hacking for key scrubbing down with water etc.complete all as specified., complete all as specified. Note :- WPC Shall be measured and paid separately.

Preparation of newly plastered / unplastered surfaces of wall including cornices pilaster etc, and applying two coats of cement base paint over and including chalk whiting primer, complete as specified and directed.

Preparation of old plastered or un plastered wall surfaces including washing,scrubbing down and stopping of distermperd surfaces and applying one coat of cement base paint, complete all as specified.

Site clearance for fencing, plastering and painting to faciliate working area coming under cutting and filling shall be cleared of shurbs, vegetation, grass, bush, weed, trees and sapling not exceeding 30cm in girth measured at height of 1 Mtr above ground level and useless material disposed off up to a distance of 50 mtr complete all as specified and directed.

Preparation of un-treated surfaces for beam projection etc of any type of projection (newly plastered or unplastered surfaces) and applying two coat of apex paint, complete 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, complete all as specified and directed.

Demolition of brick or stone masonry, built in cement mortar including all quoins, arches, pillars etc but excluding ashlars facings, dressed stone work, complete all as specified and directed.

Brick work with sub class ‘B’ bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4, complete all as specified.

Description all as per item No.17 above, but except bricks, all as specified and directed.

15mm thick cement plaster rendering in CM 1:4 on fair faces of bricks or concrete surfaces including mixing of WPC as per manufacturer's instruction & finishing the surface even and smooth without using extra cement, complete all as specified. (Note:- WPC shall be measured and paid separately)

Two coats of cement based paint over a coat of approved primer (alkaliresistant priming paint) on newly plastered surfaces of wall including preparation of surfaces complete, all as specified and directed

Supply only liquid water proofing admixture.

Preparation of new or previously untreated steel surfaces of any description not otherwise described, over 10cm width or girth and applying two coats of synthetic enamel paint of Ist quality over a coat of red oxide primer, complete all as specified and as directed.

Preparation of old painted steel surfaces of any description not otherwise described, over 10cm width or girth and applying one coat of synthetic enamel paint in camouflage pattern/single shade, complete all as specified.

Dismantling of existing structural steel work including doors, gates but excluding framed truss etc. Embeded in concrete /hard core incl taking out embeded portion and making good disturbed ground complete all as specified and directed by Engineer-in-Charge.

Taking down of steel gate shutters of any description exc 3.00 Sqm and n. exc 5.00 Sqm & refixing the in same position complete all as specified and directed by Engineer-in-Charge.

Mild steel 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, confirming to Fe-290 (Gde E 165), complete all as specified.

Welded steel wire fabric weight not exc. 4.0 kg/sqm complete to wood or steel members complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (un-reinforced) of any description and in any position not otherwise specifically described complete all as directed by Engineer-in-Charge.

100mm thick PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in sub base to flooring/path etc, complete all as specified and directed.

Machine pressed precast concrete interlocking paver block of any shape and size confirming to IS-15658-2006 of 60mm thickness M-35 grade, laid jointed & pointed with grey cement and pigments, with & including 25mm thick sand filling under pavers and paking the joints of paver block with sand including watering and consolidation all as specified and directed by Engr-in-Charge. Note:-The shape, size and colour of paver block shall be as approved by EIC.

PCC 1:2:4, type B-1 (using 20mm graded crushed stone aggregate), as in kerb or mud stops,rounded or chamfered angles and edges, complete all as specified and directed.

Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc for shafts, wells,cesspits, man holes, pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth and getting out in any type of soil, complete all as specified.

Demolition and breaking up drain pipe 150mm dia (salt glazed ware, AC, PVC or reinforcement concrete) set in cement mortar/concrete complete all as specified.

Reinforced concrete pipes150mm dia, class NP3, laid and jointed complete with collars all as specified and directed.

Cement concrete bed (1:3:6) type C-2 using 40mm graded crushed stone aggregate as in concrete bed to150mm dia drain pipe including packing under and haunching against the side of the pipe after they are laid and tested, complete all as specified & directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, in any type of soil, complete all as specified and as directed.

Removing excavated material (soil) not exceeding 50m and deposition where dircted at a level not exceeding 1.50m above the starting point, all as specified and directed.

M/s Sekinder Paul Sharma

M/S SIKANDER KUMAR SHARMA

BALVINDER SINGH AND SONS

M/S KARAN SINGH CONTRACTOR

d d builders

P N Constructions

NISHANT SHARMA