AUGMENTATION OF SECURITY INFRASTRUCTURE IN JCOS ORS MARRIED ACCOMMODATION JAMMU DAMANA MIRAN SAHIB AND SANJUWAN UNDER GE JAMMU

Amount

B/R Work

Taking down chowkhats or frames with shutter (without taking off shutter from the frame) exc 1.5 sqm but n.exc. 4 sqm each and removing from site of work incl cutting holes for taking out hold fast or dismantling brick work (holes cut and any other damage to jambs, wall for taking out hold fast shall be finished identical to existing finish without any extra cost to Govt) complete all as specified and directed by Engr-in-Charge.

Fixing only old serviceable pannel/flush shutter of any description retrieved from item No 1, exc 1 Sqm and n exc 2 Sqm each after easing and adjusting including adjusting iron mongry complete all as specified and directed by Engr-in-Charge.

Pressed steel frames for door (Factory made) out of 1.25 mm thick black MS sheet, with one or more rebates including necessary fixing lugs, butt hinges , 06 Nos of 100mm size and 02 Nos of 50mm size, lock strike plate, etc. complete, size of frame 165 x60mm incl bottom of each chowkat to be welded with 2 Nos 25x3 mm thick flat iron projecting 10 cm on either side and back fill to chowkats with PCC 1:3:6 type C0 using 12.5 mm graded crushed stone aggregate complete all as specified and directed by Engr-in-Charge. Note:- PCC 1:3:6 type C-0 using 12.50 mm graded crushed stone aggregate as in back fill will be paid separately.

35mm thick 2nd class hard wood factory made plain, framed panelled door shutters (two panels) with lock rail and panel of 9mm BWP commercial ply or 12mm thick veneered particle board with commercial veneering on both faces. The size of rail and style as per IS-1003 (part-1) (Larger size to be provided), kiln seasoned and chemically pressure treated and fitted to chowkats including two coats of synthetic enamel paint over a shop coat of pink primer after preparation of wooden surface complete all as specified and directed by Engr-in-Charge

Mild steel door security chains lock latch complete all as specified and directed by Engr-in-Charge.

Steel door Box type (primer coated) ERW hollow section 2.0 mm thick, size for vertical (styles) and top rail 100 mm x 35 mm, size of middle rail 150mm x 35mm and bottom rail of size 200mm x 35mm single rebated comprises wire gauged skelton shutter with four Nos in each panels of FI section size 12x3mm complete screwed to frame for holding wire mesh complete all as specified and directed by Engr-in-Charge. Note :- (a) Wire Gauge will be measured and paid separately. (b) Please refer DG MAP drawing sheet No 253 Package 23, GE/1968, 110M for fixing details.

Galvanized mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.00 mm and fixed with tinned tacks or galvanized wire staple all as specified and directed by Engr-in-charge.

Aluminium anodized barrel tower bolt 150 mm long of extruded section and fixed complete all as specified and directed by Engr-in-charge.

Aluminium anodized handle fabricated type extruded section (ISI Marked)150mm long complete all as specified and directed by Engr-in-charge.

Small fittings IInd class hardwood such as brackets of any type latch and hinges blocks, shaped door and window stops, and the like including all necessary labours, articles, not exc 200 cu cm each acomplete all as specified and directed by Engr-in-charge.

Floor door stopper of aluminium alloy body and tongue 140mm anodized with hard drawn steel spring with all nuts and screws, complete all as specified and directed by Engr-in-charge.

Aluminium alloy, anodised,sliding door bolt 300 mm long with hasp,staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy complete all as specified and directed by Engr-in-Charge

Mild steel barrel tower bolts of 150mm long stove enamelled black with bright bolts and fixed complete all as specified and directed by Engr-in-Charge

150mm long Mild steel pressed handles oval type, stove enmelled black, complete all as specified and directed by Engr-in-Charge

300mm long Mild Steel sliding door bolts, bolt type, stove enamelled black with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate and fixed, complete all as specified and directed by Engr-in-Charge

Mild steel works of flat iron, square bar, round bars etc. as in framed work such as grills, guard bars, gratings etc incl bending, cutting and welding as necessary confirming to Gde Fe 290-O complete all as specified and directed by Engr-in-Charge.

Magic Eye in wooden door Shutter complete all as specified and directed by Engr-in-Charge.

PCC 1:2:4 type B 1 using (20 mm graded crushed stone aggregate) as in blocks for hold fasts,lintels upto 1.5m clear span, benching, coping apex stones, bed plates and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed by Engr-in-Charge. Note: Form work required for this item is deemed to be included in the unit rate quoted by the contractor of this item.

Taking down cement plaster on brick walls or stone walls/wall tiles/concrete surfaces including raking out joints, hacking for key, scrubbing down with water etc and its removal from site complete all as specified and directed by Engr-in-Charge.

Rendering 15 mm thick in CM 1:6 on other than fair face of brick work surfaces finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

Preparation of new plastered surfaces and applying two coats of white wash on walls complete all as specified and as directed by the Engineer in Charge.

Preparation of new plastered surfaces and applying two coats of oil bound distemper on walls over a coat of chalk whitening complete all as specified and as directed by the Engineer in Charge.

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

Preparation of new steel surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-in-Charge.

Preparation of old wood or wood based surface of any description over 10 cm width or girth and and applying one coat of synthetic enamel paint complete all as specified and directed by Engr-in-Charge.

Cement concrete 1:3:6 Type C-0 using 12.50 mm graded crushed stone aggregate as in back fill of pressed steel door frames complete all as specified and as directed by the Engineer in Charge.

Renewing glazed tiles in patches, area n exc 5 sqm including removing and cleaning old tiles, preparing beds and laying or setting, jointing and pointing new or old tiles complete all as specified and directed by Engr-in-Charge.

Renewing Terrazzo tiles in patches, area n exc 5 sqm including removing and cleaning old tiles, preparing beds and laying or setting, jointing and pointing new or old tiles complete all as specified and directed by Engr-in-Charge.

Supply only coloured non skid ceramic tiles 400x400x7mm thick complete all as specified and directed by Engr-in-Charge.

Supply only Terrazzo tiles 20cm x 20cmx20mm thick with grey cement and no pigment and with chips upto 6mm complete all as specified and directed by Engr-in-Charge

Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc. 15cm thickness (below or above ground level) and removing rubbish to outside the MoD land complete all as specified and as directed by Engr-in-Charge.

Cement concrete, 1:2:4 type B-1 (20mm graded crushed stone aggregates) 40mm thick in floors complete all as specified and directed by Engr-in-Charge

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

Plain cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed by Engr-in-Charge

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

Galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm 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 pins etc as directed (each line wire to be measured) complete all as specified and directed by Engr-in-Charge

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire, complete all as specified and directed by Engr-in-Charge

Supply only mild steel galvanised chain link fencing including line wires of dia 3.5mm any mesh size and type to any type of standards, nails, straining bolts, etc including provision of binding wire, complete all as specified and directed by Engr-in-Charge

Mild steel screw bolts (Machine made) dia of shank 11 to 15 mm with hexagonal or Square heads at one end and screwed the other or secured both end each screwed end to be fitted with washers and one hexagonal or Square nut. length of bolts not exc. 5 cm, complete all as specified and directed by Engr-in-Charge

Mild Steel bars round10 mm dia and over, bent to shape required, incl crancking ,bending spirally for hooping for column, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9 mm dia or securing with clips in chain link fencing, complete all as specified and directed by Engr-in-Charge

Construction of steel gate 1.20 metre wide and 1.5 metre high from ground level including 02 Nos RCC pillars complete all as specified and directed by Engr-in-charge (drg No CEPZ/STD-096/08 sheet No 1R/1 dated 26.11.08/03.08.21(revised date).

Construction of block of raised sentry Post complete all as shown on drawings No : CEPZ/WD-434/2021 Sheet 1/1 & CEPZ/STR-434/2021 Sheet 1/1 dated 31 Jul 2021, specified and directed by Engr-in-Charge.

Excavation in trenches not exceeding. 1.5 m wide and not exceeding. 1.5 m in depth and getting out in hard/dense soil, complete all as specified and directed by Engr-in-Charge

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 deep for foundations of poles/stays/cable etc. and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge

Excavation in trenches not exc 1.5 m wide but exc 1.5 m and n.exc 3.0 mtr deep for foundations of poles/stays/cable etc. and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge

Returning, filling in earth including spreading levelling watering and well ramming in layers each not exceeding 25 cm thick each layer, complete all as specified and directed by Engr-in-Charge.

Removing of surplus soil to a distance not exc 50 metre and depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and directed by Engr-in-Charge

PCC 1:3:6 type D2 (using 40mm graded crushed stone aggregate) as in mass concrete in foundation/ plinth beams, complete all as specified and directed by Engr-in-Charge.

Brick work, with fly ash bricks (old size bricks) having crushing strength not less than 75kg/Sqcm, straight or curved on plan, exceeding 6 m mean radius, built in cement mortar 1:4 all as specified and directed by Engr-in-charge

RCC M-25 Design Mix ( using 20 mm graded crushed stone aggregate as in foundations/ plinth beams, complete all as specified and directed by Engr-in-Charge.

RCC M-25 Design Mix ( using 20 mm graded crushed stone aggregate as in retaining walls, complete all as specified and directed by Engr-in-Charge

RCC M-25 Design Mix ( using 20 mm graded crushed stone aggregate as in tie beams etc, complete all as specified and directed by Engr-in-Charge.

RCC M-25 Design Mix Type B-1 ( using 20 mm graded crushed stone aggregate as in columns, complete all as specified and directed by Engr-in-Charge.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter , complete all as specified and directed by Engr-in-Charge.

Formwork to faces of walls ,retaining walls ,vertical or to batter, complete all as specified and directed by Engr-in-Charge.

Formwork to sides and soffits of roof beams, tie beams, etc. also splays between floors and beams, etc, complete all as specified and directed by Engr-in-Charge.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions square/ rectangular, complete all as specified and directed by Engr-in-Charge.

TMT bars 10 mm dia and above cut to length, bent to shape required, including cranking, hooking for ends and binding with and including mild steel wire (annealed ) not less than 0.9mm dia , complete all as specified and directed by Engr-in-Charge.

All as per Srl item No 59.00 above, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders, complete all as specified and directed by Engr-in-Charge.

MS struts or "v" shaped / "L" shaped brackets in security walls fixed with PCC bed blocks including drilling holes, notching for wire etc, complete all as specified and directed by Engr-in-Charge.

Rendering 15mm thick on fair faces of brick/ concrete surfaces built in cm (1:6) , finished even and smooth without using extra cement as in compound walls & drains, complete all as specified and directed by Engr-in-Charge.

600/900 mm dia punched type concertina coil fixed with the help of nails to the compound walls etc , complete all as specified and directed by Engr-in-Charge.

Demolition of brickwork or stone/ boulder masonry, built in cement/lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and , complete all as specified and directed by Engr-in-Charge.

E/M Work

Taking down carefully existing HPSV/HPMV fittings of 125/150/250 watt from electric pole including bracket and depositing in MES store yard complete all as specified and directed by Engr-in-Charge

Supply and fixing LED street light luminaire with robust single piece pressure die cast aluminium housing with corrosion resistant powder coated and poly carbonate optics covers to insure IP66 and IK-07 protection. Luminaire shall have separate optical and driver compartment. It shall have non yellowing prismatic poly carbonate modular secondary lens optic cover, laminaire shall have finless design dedicated peanut optics, system efficacy of at least 100 lumen/watt as per LM 79 report, minimum 3000 system lumen, 30W system wattage (including driver), colour temperature (CCT) >5700K, CRI > 80, humidity 10% to 90% RH, working temperature -10 Deg C to 50 Deg C.The driver shall be fully potted and shall have power factor > 0.95 and THD < 10% with a minimum inbuilt surge protection of internal 4KV and external 10KV. SPD should be mechanically fixed and can be replaced on site without opening the luminaire. Driver should be suitable for an operating voltage range of 140 V-270V AC and cut off at > 300V AC and self restore. The luminiare should comply with all the required IEC and IS Standards. MAKE :- Bajaj Cat part No. ENXT P 30L WH PO PC SD-30W / Havells Cat Part No. ENDURACITYLITEPLATPLUSSL35W7ED757SASYBOPC / Crompton Cat Part No. LSTS-30-CDL/NL-M or equivalent in Philips and OSRAM. Note :- Contractor shall provide 2 year warranty from the date of supply against manufacturing defects under normal working conditions.

Supply and fixing LED street light luminaire with robust single piece pressure die cast aluminium housing with corrosion resistant powder coating and poly carbonate optics covers to insure IP66 and IK-07 protection. Luminaire shall have separate optical and driver compartment. It shall have non yellowing prismatic poly carbonate modular secondary lens optic cover, luminaire shall have finless design dedicated peanut optics, system efficacy of at least 100 lumen/watt as per LM 79 report, minimum 4000 system lumen, 40W system wattage (including driver), colour temperature (CCT) >5700K CRI > 80, humidity 10% to 90% RH, working temperature -10 Deg C to 50 Deg C. The driver shall be fully potted and shall have power factor > 0.95 and THD < 10% with a minimum inbuilt surge protection of internal 4 KV and external 10 KV. SPD should be mechanically fixed and can be replaced on site without opening the luminaire. Driver should be suitable for an operating voltage range of 140 V-270V AC and cut off at > 300V AC and self restore. The luminaire should comply with all the required IEC and IS Standards. MAKE :- Bajaj Cat part No. ENXT P 54L WH PO PC SD-45W / Havells Cat Part No. ENDURAPEARLNEOSL40WLED757PASYTOPC / Crompton Cat Part No. LSTS-45-CDL-M or equivalent in Philips and OSRAM Note :- Contractor shall provide 2 year warranty from the date of supply against manufacturing defects under normal working conditions

Supply and fixing LED street light luminaire with robust single piece pressure die cast aluminium housing with corrosion resistant powder coating and poly carbonate optics covers to insure IP66 and IK-07 protection. Luminaire shall have separate optical and driver compartment. It shall have non yellowing prismatic poly carbonate modular secondary lens optic cover, laminar shall have finless design dedicated peanut optics, system efficacy of at least 100 lumen/watt as per LM 79 report, minimum 6000 system lumen, 60W system wattage (including driver), colour temperature (CCT) >5700K, CRI > 80, humidity 10% to 90% RH, working temperature -10 Deg C to 50 Deg C. The driver shall be fully potted and shall have power factor > 0.95 and THD < 10% with a minimum inbuilt surge protection of internal 4 KV and external 10 KV. SPD should be mechanically fixed and can be replaced on site without opening the luminaire. Driver should be suitable for an operating voltage range of 140 V-270V AC and cut off at > 300V AC and self restore. The luminaire should comply with all the required IEC and IS Standards. MAKE :- Bajaj Cat part No. ENXT P 72L WH PO PC SD-60W / Havells Cat Part No. ENDURAPEARLNEOSL60WLED757PASYTOPC / Crompton Cat Part No. LST-60-CDL-M or equivalent in Philips and OSRAM. Note :- Contractor shall provide 2 year warranty from the date of supply against manufacturing defects under normal working conditions

Supply and fixing LED street light luminaire with robust single piece pressure die cast aluminium housing with corrosion resistant powder coating and poly carbonate optics covers to insure IP66 and IK-07 protection. Luminiare shall have separate optical and driver compartment. It shall have non yellowing prismatic poly carbonate modular secondary lens optic cover, laminar shall have finless design dedicated peanut optics, system efficacy of at least 100 lumen/watt as per LM 79 report, minimum 7000 system lumen, 70W system wattage (including driver), colour temperature (CCT) >5700K, CRI > 80, humidity 10% to 90% RH, working temperature -10 Deg C to 50 Deg C. The driver shall be fully potted and shall have power factor > 0.95 and THD < 10% with a minimum inbuilt surge protection of internal 4 KV and external 10 KV. SPD should be mechanically fixed and can be replaced on site without opening the luminaire. Driver should be suitable for an operating voltage range of 140 V-270V AC and cut off at > 300V AC and self restore. The luminiare should comply with all the required IEC and IS Standards MAKE :- Bajaj Cat part No. ENXT P 84L WH PO PC SD-70W / Havells Cat Part No. ENDURACITYLINERNEOSL70WLED757PASYBOTG / Crompton Cat Part No. LST-70-CDL-M or equivalent in Philips and OSRAM. Note :- Contractor shall provide 2 year warranty from the date of supply against manufacturing defects under normal working conditions

Sand cushioning for underground cable with a layer of fine sand(sand for plastering) 8 cm thick before laying of cable and 15 cm thick after laying of cable and punned down to form a bed to a minimum 18 cm thickness. The Punning shall be done by hand (Note Punned thickness 18 cmm shall be considered to measurement purpose only) in trenches , complete all as specified and directed by Engr-in-Charge.

Supply and laying well burnt old size sub class 'B' bricks designated 75 laid flat (old size) with width equal to length of brick perpendicular to the direction of cable , adjacent/abutting each other complete all as specified and as directed by Engineer-in-charge in trenches over the cable for protection.

Supply, laying, jointing and testing, LT cable 1100 volts grade of cross sectional area 10 Sqmm 4 Core as per IS-7098 (Part-I) 1988, XLPE insulated aluminium conductor heavy duty served with an inner sheathing PVC tape, galvanized steel strip or wire armoured with an overall PVC sheathing laid in trenches, fixed along the poles or passed through GI pipe using clamps wherever required laid under floors, road etc fixed concealed in walls encased in GI pipe connecting with suitable size of lugs, each cable termination is to be made with suitable size of aluminum thimbles (for junction boxes, security lights, LT panels etc) for incoming and outgoing cables complete all as specified and as directed. (Note : MS clamps with nuts, bolts washer etc shall be measured and paid separately under relevant items).

M&L for Steel tubular swaged poles type 410 SP-31 (09 metres) with 300mmx300mmx6mm mild steel base plate continuously welded to Pole, finial tapper plug, bolts, nuts and screws and making holes as per requirement all as specified including factory painted with two coats black bituminous paint internally throughout and externally for embedded portion and applying one coat of red oxide primer, making 05 Nos strips each 30cm high with super enamel paint (Black and Yellow/white) from ground level/coping upto 1.5M painting with two coats of aluminium paint for the remaining height complete all as specified and directed. Note:- Excavation, earth work and PCC in coping/foundation shall be measured and paid for separately

PCC(1:4:8) type D-2 using 40mm graded crushed stone aggregate as in foundation of electric poles,struts,PCC blocks etc including necessary form work , complete all as specified and directed by Engr-in-Charge.

PCC(1:3:6) type C-2 using 40mm graded crushed stone aggregate as in foundation of assembly,bed concrete including necessary form work and fair finish to exposed surfaces without using extra cement complete all as specifieds,struts,PCC blocks etc including necessary form work , complete all as specified and directed by Engr-in-Charge.

PCC (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in coping of poles and similar work including necessary form work and fair finish to exposed surfaces without using extra cement , complete all as specified and directed by Engr-in-Charge.

S&F pole mounting junction box of size 300mmx200mmx100mm fabricated out of 2mm thick MS sheet, front openable door with hinges, weather proof duly painted with two coats of aluminium paint internally and externally over a coat red oxide primer suitable to house and including 02 Nos aluminium bus bar of 63 Amps capacity mounted on suitable insulators, one No MCB SP 6A mounted on dinrail, internally wired with suitable size of copper conductor cable, provision of bottom cable entry with cable glands including mounting on steel tubular poles with two Nos FI clamps 25mmx3mm with nuts, bolts and washers complete including making connection with 1.5 sqmm copper conductor PVC insulated 3 Core cable from junction box to security lights fittings duly laid inside the steel tubular pole and bracket complete all as specified and directed.

S&F pole mounting junction box of size 300mmx200mmx100mm fabricated out of 2mm thick MS sheet, front openable door with hinges, weather proof duly painted with two coats of aluminium paint internally and externally over a coat red oxide primer suitable to house and including 04 Nos aluminium bus bar of 63 Amps capacity mounted on suitable insulators, one No MCB SP 6A mounted on dinrail, internally wired with suitable size of copper conductor cable, provision of bottom cable entry with cable glands including mounting on steel tubular poles with two Nos FI clamps 25mmx3mm with nuts, bolts and washers complete including making connection with 1.5 sqmm copper conductor PVC insulated 3 Core cable from junction box to security lights fittings duly laid inside the steel tubular pole and bracket complete all as specified and directed.

S&F Bracket for fixing of security light fittings bend to shape, made out of 40 mm dia GI pipe medium grade upto 1.2 mtr long fixed with and including two sets of MS clamp made out of Flat iron of size 50mmx6 mm, fabricated to shape and fixed with nuts, bolts & washers & two coats of aluminum paint over a coat of red oxide primer complete all as specified and directed. Note : MS clamps including nuts, bolts and washers shall be measured and paid for separately under respective items

Supply and fixing three core PVC insulated flexible copper conductor cable of size 1.5 sqmm for making connection from junction box to street light fitting all as specified and directed by Engr-in-Charge

Rigid steel conduit 20 mm dia on pole with MS clamps , Nut bolts of suitable size all as directed by Engr-in-charge

M&L for Steel water tubing light grade of dia 40mm galvanized with all fittings and fixed complete to walls and ceiling or laid in floors / fixed to poles/ or passing under road crossing, complete all as specified

Earthing complete with G.l earth plate electrode 60 cm x 60 cm and 6 mm thick buried directly in ground (earth pit not less than 2.25 m deep below GL) with top edge of the plate not less than 1.5 m below the normal ground level connecting to galvanized earth lead wire 4.0 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel and earth lead protected by provision of GI medium grade pipe 15mm bore including 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4 Kg/Sqm) and frame of angle iron 40mmx40mmx6mm with 6mm dia MS bar handle made to shape, GI light grade 20mm bore pipe for watering of suitable length placed on top edge of earth plate, common salt and charcoal filling, with fixing arrangements, funnel, wire mesh and earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 metre complete all as per plate No 03 of SSR-2009 Part-I and connecting to earth test point all as specified or indicated including testing on completion.

Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated and including applying two coats of aluminium paint over one coat of primer including preparation of surfaces, all as specified

Note: The schedule of credit has been attached in tender in Pdf format and amount of credit schedule i.e. Rs 16,23,606.00 shall be deducted from the total amount of BOQ to arrive at the contract sum.

bamral builder

M/S AJAY SINGH CONTRACTORS

DES RAJ NAGPAL CONTRACTORS PVT.LTD

M/S ARUN ANAND

GUPTA CONSTRUCTION

M/s Khajuria Construction Co.

M/s Ravinder Kapoor Engineers and Builders

surinder kumar jindal & bros.