REPAIR TO FENCING/COMPOUND WALL, GRIT PLASTER, GATES, FOOTPATH, DRAIN AND CONNECTED MISC WORKS AT TECH AREA AND VAYUSENABAD AND REPAIR TO PERIMETER BOUNDARY WALL, RAIN WATER PIPES, DRAIN AND MISC CONNECTED B/R WORKS AT VAYUSENABAD, AF STN TUGHLAKABAD

Amount

Dismantling of Fencing Wire Mesh of any type and in any position complete all as specified and directed by Engineer-in-Charge.

S&F Galvanised 2 strand, steel barbed wire of 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 or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc. complete all as specified and directed by Engineer-in-Charge. Note: Each line wire to be measured.

M&L for concertina coil reinforced punched (chrome rajor or blade wire) with barbed tap of 0.5 mm thick galvanised steel sheet and core wire of dia 2.5mm high tensile steel wire complete all as specified and directed by Engineer-in-Charge.

S&F Chain Link Fencing of 3.25mm dia galvanised steel wire 100mm x 100mm mesh as in chain link fencing including nibs, clamps, nuts & bolts, straining bolts, FI Strap under fencing, welding etc and laid / fixed in position complete all as specified and directed by Engineer-in-Charge.

Dismantling Mild Steel 10mm round or square bar Fe-410W (Gde E-250) quality 'A' in available length complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link Fencing in same position including nibs, clamps, nuts & bolts, straining bolts, FI Strap under fencing, welding etc and laid / fixed in position complete all as specified and directed by Engineer-in-Charge

Dismantling posts / struts (wood, steel or RCC) any section including taking out embedded portion from concrete / brick masonry etc and making good disturbed ground complete all as specified and directed by Engineer-in-Charge

S&F Mild Steel Fencing Post and Struts, Channel, Angle or Tee Sections, fixed independently without connecting plates etc cut to ordinary lengths complete all as specified and directed by Engineer-in-Charge. (300+300)

Dismantling structural steel work including doors, gates in any position complete all as specified and directed by Engineer-in-Charge.

S&F 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 welding fastening and fixing complete Fe-290 (Gde E-165) complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work built in cement mortar complete all as specified and directed by Engineer-in-Charge. (10+100)

M&L for brick work in cement mortar (1:6) exc. 6m mean radius using old size sub class'B' bricks complete all as specified and directed by Engineer-in-Charge. (10+100)

Taking down cement plaster including raking out joint hacking for key scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge. (400+1000)

M&L for 15mm thick rendering in cement mortar (1:4) in two layer with backing coat 10 mm thick and second coat 5 mm thick with wpc on fare face of brick/concrete wall surfaces finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. (400+1000)

supply only integral water proofing compound complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15mm thick in cement mortar (1:6) on fair faces of brick work or concrete surfaces finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. (400+20)

M&L for applying two coats of distemper oil emulsion over a coat of acrylic wall putty over one coat of white wash to newly plastered wall surfaces including preparation of surfaces complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of Apex paint over a coat of chalk whiting wash on new surfaces of walls including preparation of surfaces complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of New or previously untreated steel & Iron surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer of any description over 10 cm in width or girth, not otherwise described complete all as specified and directed by Engineer-in-Charge. (250+50)

Demolition of reinforced cement concrete of any description and in any position not otherwise provided for including removing the same where directed complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holds), in any type of soil, each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and directed by Engineer-in-Charge.

M&L for Reinforced cement concrete Type A-1 of (1:1 ½ :3) by using 20mm graded crushed stone aggregate in columns, pillars, piars, post, and strut complete all as specified and directed by Engineer-in-Charge.

M&L for Use and waste of form work to sides of concrete foundations, footings, columns, rafts, and raft beams, sides of soffits, (if any) of foundation and plinth beams and similar work all as specified for rough finished surfaces of concrete flat complete all as specified and directed by Engineer-in-Charge.

M&L for deformed or twisted TMT bars of 10 mm dia and over cut to length, bent to shape required including cranking bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

M&L for deformed or twisted TMT bars of 8 mm dia and over cut to length, bent to shape required including cranking bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.

S&F Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts; 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 complete all as specified and directed by Engineer-in-Charge.

S&F Mild steel, Plain black sheet of 1.25 mm thick as in curtain to steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed by Engineer-in-Charge.

S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required; hooks (stay), heavy, for large gates; hook and pintle hinges; large hasps and staples; chains; handmade sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe Fe-290 Gde-E-165 complete all as specified and directed by Engineer-in-Charge.

S&F in replacement of Granite 20mm thick (of any size) work (table rubbed and polished) for wall lining (veneering to wall) 12mm thick in cement mortar (1:3) and pointing with white cement (1:2) using marble dust with admixure or pigment to match with shade of granite old dismantling complete all as specified and directed by Engineer-in-Charge.

S&F in replacement of Linoleum 4.5mm thick plain coloured, laid dry in floors including stretching, cuttings and fittings fixed with an approved adhesive with removal of old linoleum sheet complete all as specified and directed by Engineer-in-Charge.

M&L in repair of 6mm thick multiwall clear/bronze/green/blue poly carbonate sheet fixed as in roof covering/cladding to wall with fasterners etc on metal frame with including aluminium beading, clips screws etc, complete all as specified and directed by Engineer-in-Charge. Note: Make of Polycarbonate sheet shall be approved by Accepting Officer.

S&F in repairs of aluminium composite sheet of 4.00 mm thickness of any colour/shade thickness which consist of 3mm thick thermoplastic cora of anti-toxic LDPE sandwiches between 2 skins of 0.5mm thick aluminium foils with outer surface finished with 30 PVDF & inner surface finished with thin coat of polyester paint, cladding panel fixed to steel/ mild steel grid of size n exc 2 Sqm and colour shade and pattern as approved by GE including all necessary frame work complete all as specified and directed by Engineer-in-Charge.

S&F in repair of stainless steel letters of approx size 24 inch and depth not exceeding 6 inch of any nos ,permanently fixing in any surface, any position in required format with brackets or necessary arrangement complete all as specified and directed by Engineer-in-Charge. Note : work can carried out upto 12 mtr height.

S&F in repairs of Mild steel framed brackets of angles, MS sheet, flat or tees with web and flanges cut to shape, drilled and counter sunk for screw, including bending and welding angles, tubular section fixed without plates, riveting, including bending and welding angles, tubular section fixed to frame etc. n exc 10 kg each brackets, conforming to Fe.410-w (gde E-250 quality-B) complete all as specified and directed by Engineer-in-Charge.

M&L for refixing stainless steel letters of any size, permanently fixing in any surface, any position in required format with brackets or necessary arrangement including all necessary drilling, bolting or riveting, complete all as specified and directed by Engineer-in-Charge. Note : work can carried out upto 12 mtr height.

S&F in repairs of Collapsible steel gates, top hung, consisting for channel pickets, pivoted flat bars, top and bottom runners, brass handles etc., as specified, erected in position and securing runners with holdfasts and brackets, complete all as specified and directed by Engineer-in-Charge.

M&L for washed stone grit plaster on exterior walls in two layers, under layer 15 mm thick cement plaster (1:4) (1 cement :4 coarse sand) furrowing the under layer with scratching tool ,applying cement slurry on the under layer @ 3 kg of cement per Sqm, top layer 15 mm thick cement plaster (1:½:2) (1 white cement : ½ coarse sand : 2 stone chipping 8 to 10 mm nominal size) in panels with aluminium beading groove (size of aluminium beading 10 mmx 10 mm) all around as per approved pattern including scrubbing and washing and colour (as per user direction) the top layer with brushes and water to expose the stone chippings complete all as specified and directed by Engr-in-charge. Note : work can carried out upto 15 mtr height.

S&F in repairs Solid PVC Wall Lining consisting of 5 mm thick wood grain printed PVC sheet of any colour as per the user requirement and fixing at site on PVC frame complete all as specified and directed by Engineer-in-Charge.

S&F in repairs of providing 4-12 mm thick perforated false ceiling including aluminium anodized snap grid frame work for false ceiling size of grid 605 x 605mm thickness of section not less than 0.5mm of 4mm dia GI hanger fixed with steel dash fastener including necessary alternation for fixing electrical fixtures complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness below or above ground level complete all as specified and directed by Engineer-in-Charge. (40+28)

M&L for PCC (1:3:6) type C-2 by using 40mm graded stone aggregate as in foundation, sub base under tiles etc complete all as specified and directed by Engr-in-charge. (32+20)

M&L for 10 to 12 mm thick vitrified unglazed and unpolished, scratch resistant, matt finished coloured tiles (square/ rectangular) of size not less than 300mm x 300mm as in parking /hard standing etc including set, jointed in cement slurry and pointed in white or coloured cement to match the colour/ shades of tiles over and including 15 mm thick screed bed in CM (1:4) complete all as specified and directed by Engineer-in-Charge.

M&L for screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and directed by Engr-in-charge.

M&L for 20 cm x 20 cm x 25 mm thick chequered cement concrete tiles set jointed and pointed in neat cement slurry in floors with grey cement and no pigments complete all as specified and directed by Engr-in-charge.

M&L for precast machine pressed concrete interlocking paver blocks any shape and size conforming to IS 15658-2006 of 60 mm thickness, M 35 grade with grey cement and pigment including 50 mm thick sand cushion complete all as specified and directed by Engineer-in-Charge.

Dismantling of plain or corrugated steel galvalume sheet/valley gutter any gauge, thickness including Nainital or similar pattern roof coverings including ridges for north light truss complete all as specified and directed by Engineer-in-Charge. (100+100)

M&L for Pre-painted galvalume aluminium zink coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering / Cladding to wall, fixed with self tapping screws sheet in any position complete all as specified and directed by Engineer-in-Charge.

M&L for Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering / Cladding to wall, fixed with self tapping screws in any position complete all as specified and directed by Engineer-in-Charge.

M&L for Providing plain cement concrete (1:2:4) of type B-1 by using 20 mm graded crushed stone aggregate as in coping bed block in drain including form work and finishing surface fair and even smooth with using extra cement complete all as specified and directed by Engineer-in-Charge.

Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises from Defence land complete all as specified and directed by Engineer-in-Charge.

S&F vitrified tiles 10 mm thick (square/rectangular) polished in dark shade, area exc 0.42 Sqm but n exc 1.00 Sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

S&F vitrified tiles 10 mm thick (square/rectangular) polished in light shade, area n exc 0.36 Sqm in floor etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 15 mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

S&F glazed ceramic coloured tiles 7 to 8 mm thick 450 x 300 mm size in vertical surface set and jointed in neat cement slurry and pointed in white cement paste pigmented to the shade etc including 10 mm thick rendering in CM (1:4) complete all as specified and directed by Engineer-in-Charge.

M&L for non skid ceramic coloured tiles of 7 to 8 mm thick (square/rectangular) area of each tile exc 0.11 Sqm but n.exc 0.18 Sqm on floor surfaces including 15 mm thick screed bed in CM (1:6) etc complete all as specified and directed by Engineer-in-Charge.

S&F 110mm bore PVC (SWR) rain water pipes of single socketed in any length with rubber ring joints, jointed with solvent fixed to wall with matching PVC SWR rings including flat iron clamp for proper fixing complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) bends/T/elbow 110mm dia complete all as specified and directed by Engineer-in-Charge. Make:- Supereme/Kisan

M&L for PCC (1:4:8) of type D-2 by using 40 mm graded stone aggregate as in foundation filling & mass concrete for drain repair complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of cement base paint on newly plastered surface over a coat of chalk whitening including prearation of new plastered surfaces complete all as specified and directed by Engineer-in-Charge.

M/S DEVRAJ SINGHAL

Neeraj Enterprises

Deepak Electricals

akenterprises

M/S S.K.Electricals

ANAND ENTERPRISES