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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-AOC | L1 | Accepted-AOC Being Lowest L1 | |
| 2 | L2₹35.0 L+₹2.1 L (6.53%)Rejected-Finance | L2 | Rejected-Finance Other than lowest |
Tender Value
₹35.5 L
EMD Value
₹71,000
Closing Date
25 Sept 2023, 6:00 pmClosed
GE (AF) PATHANKOT
GE (AF) PATHANKOT-145001
PROVN OF ANTI TREATMENT, CHAIN LINK FENCING AND FLAME PROOF LIGHT AT VARIOUS LOCATION OF 41 WEU UNDER GE AIR FORCE STATION PATHANKOT
2023_MES_615202_1
8422/GE/PAF-38/2023-24
Open Tender
Support/Maintenance Service
Item Rate
180 days
GE (AF) PATHANKOT
As per NIT
8 documents required · 8 mandatory
₹500
GE (AF) PATHANKOT
₹71,000
Yes
30 Oct 2023
23 Aug 2023
2 Oct 2023
23 Aug 2023
25 Sept 2023
6 Sept 2023
Amount
Material and labour for Post construction anti-termite treatment along the external wall below concrete or masonary apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes of 12mm dia @ 300mm apart & 300mm deep in apron complete all as specified and directed by Engineer-in-Charge
Material and labour for Post construction anti-termite treatment at points of wood work by chemical emulsion (in oil or kerosene based solution) @ 0.5 litre/hole by drilling 6mm dia holes at a downward angle of 45 degree at 150mm centre to centre and sealing the same complete all as specified and directed by Engineer-in-Charge
Material and labour for Post construction anti-termite treatment of voids in masonary using chemical emulsion one litre per hole, at 300mm intervals (300mm deep at Ground Floors & 150mm deep at First Floors) including driling holes at 45 degree and replugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floors complete all as specified and directed by Engineer-in-Charge. Note : For measurement and payment purpose sqm qty will be derived by qty in running meter multiplied BY 0.30.
Taking down chowkhat with shutters without taking off shutters from the frame exc1.5 Sqm but n.exc 4 Sqm each complete all as specified and directed by Engineer-in-Charge
Supply and fixing Pressed steel frames of size 125x60mm for doors with one or more rebates including necessary fixing lugs, lock strike plate, wooden cleat door stopper etc including one shop coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Supply and fixing Pressed steel frames of size 105x60mm for doors with one or more rebates including necessary fixing lugs, lock strike plate, door stopper etc including one shop coat of red oxide primer complete all as specified and directed by Engineer-in-Charge.
Material and labour for Cement concrete 1:3:6 Type C1 (using 20mm graded stone aggregate) as in pressed steel frames, fixing hold fasts and grouting bolts etc complete all as specified and directed by Engineer-in-Charge
Supply and fixing Factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of 35mm size comprising of virgin polymer of K value 58-60 (suspension grade), calcium carbonate and natural fibers (wood powder/rice husk/whest husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2 modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S. screws, complete all as specified and directed by Engineer-in-Charge. (Note : stainless steel butt hinges shall be paid separately)
Supply and fixing Factory made fully glazed/wire gauge (single piece Both side) PVC prelam door shutter 33-35 mm thick (style) consisting of frame made out of mild steel tubes of size 19mm x 19 mm (19 gauge) for top and bottom rails and 19mm x 19 mm (19 gauge) in styles.Single Pieces plain coloured PVC sheets 5mm thick to be used to cover styles and rails.PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles & plain coloured PVC sheets for top rail, lock rail and bottom rail on either side and as gap insert for top rail and bottem rail.Panel will be wire gauges and tighten firmly and fitted as per manufactures instructions including Stainless steel wire cloth, 0.25 mm to 0.36mm nominal dia of wire & average width of aperture 1.40mm to 2mm and Aluminum XPM in rhombus shape, in one Piece from top rail to bottom rail all as specified and directed by Eng-in-Charge. NOTE :- All screws shall be self tapping chrome plated
Supply and fixing Stainless steel butt hinges 100mm complete all as specified and directed by Engineer-in-Charge
Supply and fixing Mild steel 300mm,ordinary rat tail rod pattern springs including roller and roller plate complete to wooden/steel chowkhats by making necessary arrangements of screwing/welding etc complete all as specified and directed by Engineer-in-Charge
Material and labour for preparation of new steel surfaces of any description over 10cm in widths or girths and applying two coats of synthetic enamel paints complete all as specified and directed by Engineer-in-Charge
Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing rubish of the premises complete all as specified and directed by Engineer-in-Charge
Material and labour\ for Non skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over screed bed complete all as specified and directed by Engineer-in-Charge. Note : Work to be carried out in small patches at newly fitted door chowkhats.
Material and labour for Screed bed or bedding layer 10 mm thick in cement mortar 1:4 on floors for laying floor finish complete all as specified and directed by Engineer-in-Charge
Taking down cement plaster on brick or stone wall etc incl racking out joints, hacking for keys complete all as specified and directed by Engineer-in-Charge
Material and labour for rendering 15mm thick on the other than fair face of brick or concrete surface in cement mortar 1:6 finished even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge
Material and labour for preparation of newly plastered wall or concrete surfaces and applying Two coats of oil bound distemeper over two coats of wall putty over a coat of primer complete all as specified and directed by Engineer-in-Charge
Supply and fixing Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St-240 complete all as specified and directed by Engineer-in-Charge
Supply and fixing Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engineer-in-Charge
Material and labour for preparation of new steel surfaces of any description over 10 cm in 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 Engineer-in-Charge
Excavation in post holes (or similar holes) in Hard/dense soil each n exc 0.5 cum getting out, returning filling in and ramming earth or broken rubble mixed with earth aroundin layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surface complete all as specified and directed by Engineer-in-Charge
Material and labour for Cement concrete 1:2:4, type B-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge
Surface excavation n. exc (not exceeding) 30cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge
Removing excavated material exc. 250 m but n exc. 1.5 km and depositing where complete all as specified and directed by Engineer-in-Charge
Material and labour for 100mm thick cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base complete all as specified and directed by Engineer-in-Charge
Material and labour for rubber moulded vibrators system concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with gray cement and pigment complete all as specified and directed by Engineer-in-Charge
Material and labour for 30 mm thick sand cushioning below paver block complete all as specified and directed by Engineer-in-Charge
Supply and fix rolled mild steel as in joist, channel, angle or tee section, fixed independently with connecting base plate etc. as in fencing post, holes drilled/ notches cut out to receive MS bolts and barbed wire, embeded to concrete including tarring to steel work embeded to concrete complete all as specified and directed by Engineer-in-Charge
Supply and fix for galvanized 2 strand steel barbed wire 2.24 mm dia barbed with 2.00 mm dia, barbs at 75 mm spacings and straining, tightening and fixing to MS nibs embedded in pre-cast RCC fencing post or angle iron post, struts, etc. securing and tying at crossing with galvanished mild steel wire complete all as specified and directed by Engineer-in-Charge. Note :- Each line wire to be measured separately.
Supply only 3.15 mm dia, galvanized steel wire chain link fencing 50 mm x 50 mm mesh, including binding wire / line wire etc. complete all as specified and directed by Engineer-in-Charge
Fixing only 3.15 mm dia, galvanized steel wire chain link fencing 50 mm x 50 mm mesh, fixed to mild steel fencing post with bolts etc including provision of binding wire complete all as specified and directed by Engineer-in-Charge. Note :- (a) Supply of galvanized steel wire chain link fencing and S&F of mild steel round bars, mild steel flats, nuts, bolts & washers will be measured and paid separately.
Supply and fixing 10 mm dia mild steel round bars for stiffener to chain link fencing including necessary cutting bending etc. conforming to Grade-I, IS 432 (Part-I) complete all as specified and directed by Engineer-in-Charge
Material and labour for TMT bars 10mm dia and over cut to length bent to shape require, including cracking, bending, binding with mild steel wire (annealed) not less than 0.9mm dia quality confirming to relevant IS complete all as specified and directed by Engineer-in-Charge
As per Srl item No 36 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed by Engineer-in-Charge
Supply and fixing mild steel bolts (machine made) with hexagonal head at one end and screwed the other end, each screw end to be fitted with two washers and one nut hexagonal, dia of shank 12 mm, length of bolt 50 mm to 100 mm complete all as specified and directed by Engineer-in-Charge
Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick , complete all as specified and directed by Engineer-in-Charge
Removing excavated material n.exc. 50m and depositing where directed to a level n.exc. 1.50m above starting point complete all as specified and directed by Engineer-in-Charge
Material and labour for Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed/broken stone aggregate as in foundation, filling and mass concrete, complete all as specified and directed by Engineer-in-Charge
Material and labour for RCC Normal mix) type B1 1:2:4 (20mm grade aggregate) as in foundations, including rafts, footings, foundations beams; plinth beams, bases for columns etc complete all as specified and directed by Engineer-in-Charge
Material and labour for RCC Normal mix) type B1 1:2:4 (20mm grade aggregate) as in Columns, pillars, piers, posts and struts etc complete all as specified and directed by Engineer-in-Charge
Material and labour for Formwork to Flat fair finished surfaces of 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 Engineer-in-Charge
Material and labour for Formwork to fair finished surfaces of Square, rectangular or polygonal sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed by Engineer-in-Charge
Material and labour for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surface and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge
Material and labour for 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 directed by Engineer-in-Charge
Supply and fixing Framed work as in gates of angle or other section with gusset plates, rails, braces, etc. complete, drilled for fixing of steel sheeting or other covering, 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 (Fe - 410 -S) complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 1.60 mm thick Mild Steel plain, black sheet in wall cladding, 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 40mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc complete all as specified and directed by Engineer-in-Charge
Sand cushioning to the under ground electric cable complete all as specified considering 19.75 of SSR part -I
Material and labour for Sub Class 'B' brick covering protection to the eletric cable laid dry flat transversally along the length of cable on sand cushioning with width equal to length of brick complete all as specified and directed by Engineer-in-Charge.
Material and labour for Point wiring complete with 1.5 sqmm two single core PVC insulated FRLS and unsheathed cable 1100 volts grade with multistranded copper conductor drawn through in stove enamelled steel conduit ,conduit fixed to walls / roofs / floors / ceiling etc. and including provision of 1.5 sqmm stranded copper conductor cable as earth continuity conductor and connected to common earth dolly, complete all as specified and directed by Engineer-in-Charge.
Switch flame proof rotary type with termination box in LM6, 16A, single pole 250V complete all as specified and directed by Engineer-in-Charge.
Supply and fixing flame proof exhaust fan 300mm dia with lover shutter complete with civi work including making a suitable hole for fixing a fan complete all as specified and directed by Engineer-in-Charge.
Supply and fixing LED light fitting 1x16 Watt flame proof, CMRI certified recommended for gas/ vapor group of IIA & IIIB, Zone 1 & 2 and IP 65 protection with die cast aluminum hosing with heat resistant toughened glass with LED tube light fixtures driver, holders, connector etc. Complete with all accessories prewired and including connecting up with three core flexible copper conductor cable with suitable size complete all as specified and directed by Engineer-in-Charge.
Supply and fixing flame proof DB 4way complete with MCB complete all as specified and directed by Engineer-in-Charge.
Supply and fixing for XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 10 sq. Mm ,2 core complete all as specified and directed by Engineer-in-Charge.
Earthing complete with galvanised steel earth plate electrode 60×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) the top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised earth lead wire 4.0mm dia by means of bolts, nuts, check nuts and shers f galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion all as specified and directed by Engineer-in-Charge.
Supply and fixing sub main wiring 02 run 6 sqmm PVC insulated copper wire FRLS including in stove enamelled steel conduit and conduit fitting and all accessories alongwith 01 run continous earth wire 6.0 sq mm complete all as specified and directed by Engineer-in-Charge.
Surya & Gautam Builders
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