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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.7 LAccepted-AOC FRIENDS COLONY STREET A DHANGU ROAD PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹34.8 L+₹7,333.80 (0.21%)Rejected-Finance 1ST FLOOR GURJEET MARKET DHANGU ROAD | L2 | Rejected-Finance Other than L1 | |
| 3 | L3₹36.3 L+₹1.6 L (4.52%)Rejected-Finance | L3 | Rejected-Finance Other than L1 | |
| 4 | L4₹37.9 L+₹3.2 L (9.15%)Rejected-Finance | L4 | Rejected-Finance Other than L1 | |
| 5 | L5₹38.0 L+₹3.3 L (9.40%)Rejected-Finance | L5 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Vijay Kumar Contractor and Engineers L2 | M/S SINGH AND ASSOCIATES L1 | A R ENTERPRISES L6 | D R CONTRACTORS L7 | JAGDISH SINGH ASSOCIATES L5 | M/s Shakti Electric Works L9 | LAKSHMI BUILDING INOVATORS L8 | PARVINDER BHARDWAJ L3 | kewal builders L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 784.32 | Sqm | 40 ₹31,372.8 | 30 ₹23,529.6 Lowest | 50 ₹39,216 | 50 ₹39,216 | 50 ₹39,216 | 50 ₹39,216 | 51 ₹40,000.32 | 50 ₹39,216 | 50 ₹39,216 |
| 2.00 | Excavating in trenches, n.exc 1.5 m wide and n exc 1.5 depth or area on plan n exc 10 sqm and getting out in any type of soil complete all as specified and directed by Engineer-in-Charge. | 276.5 | Cum | 200 ₹55,300 | 100 ₹27,650 Lowest | 100 ₹27,650 Lowest | 100 ₹27,650 Lowest | 100 ₹27,650 Lowest | 100 ₹27,650 Lowest | 140 ₹38,710 | 100 ₹27,650 Lowest | 100 ₹27,650 Lowest |
| 3.00 | Removing excavated material exc. 250 m but n exc. 500 m and depositing complete all as specified and directed by Engineer-in-Charge. | 72 | Cum | 50 ₹3,600 Lowest | 50 ₹3,600 Lowest | 50 ₹3,600 Lowest | 50 ₹3,600 Lowest | 50 ₹3,600 Lowest | 50 ₹3,600 Lowest | 55 ₹3,960 | 60 ₹4,320 | 50 ₹3,600 Lowest |
| 4.00 | Material and labourfor 100 mm thick cement concrete type E-2, 1:5:10 (40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 48 | Cum | 3,000 ₹1,44,000 Lowest | 3,200 ₹1,53,600 | 3,500 ₹1,68,000 | 3,500 ₹1,68,000 | 3,500 ₹1,68,000 | 4,500 ₹2,16,000 | 3,500 ₹1,68,000 | 3,500 ₹1,68,000 | 3,500 ₹1,68,000 |
| 5.00 | Material and labourfor 75 mm thick, PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregates as in sub base complete all as specified and directed by Engr-in-Charge. | 480 | Sqm | 200 ₹96,000 Lowest | 300 ₹1,44,000 | 400 ₹1,92,000 | 400 ₹1,92,000 | 400 ₹1,92,000 | 500 ₹2,40,000 | 430 ₹2,06,400 | 400 ₹1,92,000 | 400 ₹1,92,000 |
| 6.00 | Material and labour for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge. | 24 | Cum | 800 ₹19,200 Lowest | 800 ₹19,200 Lowest | 800 ₹19,200 Lowest | 800 ₹19,200 Lowest | 800 ₹19,200 Lowest | 800 ₹19,200 Lowest | 880 ₹21,120 | 810 ₹19,440 | 800 ₹19,200 Lowest |
| 7.00 | Material and labourfor 80 mm thick machine pressed precast concrete interlocking paver block any shape and size confirming to M-40 Grade with rubber moulded glossy finish complete all as specified and directed by Engr-in-Charge. | 480 | Sqm | 800 ₹3,84,000 Lowest | 850 ₹4,08,000 | 850 ₹4,08,000 | 850 ₹4,08,000 | 850 ₹4,08,000 | 870 ₹4,17,600 | 850 ₹4,08,000 | 850 ₹4,08,000 | 850 ₹4,08,000 |
| 8.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge. | 5.5 | Cum | 8,000 ₹44,000 Lowest | 9,000 ₹49,500 | 9,000 ₹49,500 | 9,000 ₹49,500 | 9,000 ₹49,500 | 9,000 ₹49,500 | 8,900 ₹48,950 | 9,000 ₹49,500 | 9,000 ₹49,500 |
| 9.00 | Material and labourfor 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) as in fdn,filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 2.5 | Cum | 3,000 ₹7,500 Lowest | 4,500 ₹11,250 | 4,500 ₹11,250 | 4,500 ₹11,250 | 4,500 ₹11,250 | 4,500 ₹11,250 | 4,400 ₹11,000 | 4,500 ₹11,250 | 4,500 ₹11,250 |
| 10.00 | Material and labour for PCC 1:2:4 using 12.5 mm graded crushed stone aggregate as in benching or coping including necessary formwork complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | 5,000 ₹10,000 Lowest | 5,500 ₹11,000 | 5,500 ₹11,000 | 5,500 ₹11,000 | 5,500 ₹11,000 | 5,500 ₹11,000 | 5,500 ₹11,000 | 5,500 ₹11,000 | 5,500 ₹11,000 |
Tender Value
₹37.3 L
EMD Value
₹74,600
Closing Date
1 Aug 2025, 6:00 pmClosed
Sh Mahajan Singh
GE (AF) Pathankot
PROVN OF HARD STANDING FOR VEHICLE AT BASE OPS ADDN ALTN TO GDCC BLDG INSTALLATION OF EMERGENCY BELL AND WIRING AND PROVN OF SAMPLE ROOM AT AIR FORCE PATHANKOT
2025_MES_719971_1
GE/PAF-38/2025-26
Open Tender
Civil Works
Item Rate
150 days
GE (AF) Pathankot
As per NIT
8 documents required · 8 mandatory
₹500
Yes
GE (AF) Pathankot
₹74,600
Yes
24 Sept 2025
11 Jul 2025
4 Aug 2025
11 Jul 2025
1 Aug 2025
25 Jul 2025
Amount
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.
Excavating in trenches, n.exc 1.5 m wide and n exc 1.5 depth or area on plan n exc 10 sqm 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. 500 m and depositing complete all as specified and directed by Engineer-in-Charge.
Material and labourfor 100 mm thick cement concrete type E-2, 1:5:10 (40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Material and labourfor 75 mm thick, PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregates as in sub base complete all as specified and directed by Engr-in-Charge.
Material and labour for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge.
Material and labourfor 80 mm thick machine pressed precast concrete interlocking paver block any shape and size confirming to M-40 Grade with rubber moulded glossy finish complete all as specified and directed by Engr-in-Charge.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in-Charge.
Material and labourfor 100 mm thick cement concrete type D-2, 1:4:8 (40mm graded crushed stone aggregate) as in fdn,filling and mass concrete complete all as specified and directed by Engineer-in-Charge.
Material and labour for PCC 1:2:4 using 12.5 mm graded crushed stone aggregate as in benching or coping including necessary formwork complete all as specified and directed by Engineer-in-Charge.
Earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 M and lift upto 1.5m, as directed ( All kinds of soil)
Earth work in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 M in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 M and lift upto 1.5m, as directed (All kinds of soil)
Earth work in excavation by mechanical means (hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 M in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 M, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 M. (All kinds of soil)
Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (area of the sub structure in contact with backfill to be measured) complete all as specified and directed by Engineer-in-Charge.
Treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed by Engineer-in-Charge.
Treating the soil along with external perimeter of building at the rate of 2.25 litre of emulsion per metre of the perimeter wall complete all as specified and directed by Engineer-in-Charge.
Treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area complete all as specified and directed by Engineer-in-Charge.
Material and labour PCC (1:4:8) type D2(40 mm graded crushed stone aggregate) for footing complete all as specified and directed by Engineer-in-Charge.
Material and labour PCC (1:4:8) type D2(40 mm graded aggregate) for plinth beam complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type of soil complete all as specified and directed by Engineer-in-Charge.
Removing excavated soil not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (Design Mix) using 20mm graded crushed stone aggregatefor foundation, including fafts as mass Concrete complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for foundation complete all as specified and directed by Engineer-in-Charge.
Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than .9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Mild steel bars 8 to 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than .9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (design Mix) Using 20mm graded crushed stone aggregate for column complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for column complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (Design Mix) using 20mm graded crushed stone aggregate for plinth beam complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for plinth beams surfaces complete all as specified and directed by Engineer-in-Charge.
Demolition of brick work stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-Charge.
Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (Design Mix) using 20mm graded crushed stone aggregate for lintel band complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for lintel band complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (Design Mix) using 20mm graded crushed stone aggregate for Chajja complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for Chajja complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (Design Mix) using 20mm graded crushed stone aggregate for column complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for column complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (Design Mix) using 20mm graded crushed stone aggregate for slab beam complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for slab beam complete all as specified and directed by Engineer-in-Charge.
Material and labour RCC- M-25 (Design Mix) using 20mm graded crushed stone aggregate for slab complete all as specified and directed by Engineer-in-Charge.
Form work for fair finished surfaces of concrete measured flat for slab complete all as specified and directed by Engineer-in-Charge.
Supply Only WPC complete all as specified and directed by Engineer-in-Charge.
Supply and fixing in repair drapery curtain rod of stainless steel 20mm dia complete with bracket heavy duty and side caps fixed in position by drilling holes in walls and fixed the brackets with rawl plug and steel screw and disturbed area to be made good with existing finishes complete all as specified as directed by Engineer-in-Charge
Supply and fixing factory made UPVC white colour Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) upto 1.50m height made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /double glazing bead of appropriate dimension. (Area of window above 1.75 sqm) comprising of uPVC multichambered frame, with inbuilt roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimensionof uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, complete all as specified and directed by Engineer-in-Charge. Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
Material and labourfor 15mm thick cement plaster in cement mortar 1:4 on bricks or concrete surfaces finishing the surfaces even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. Note:- Rate for form work if required to be included in the quoted by the contractor.
Material and labour preparation of newly plastered surfaces wall and ceiling applying two coats of oil bound distemper, including over a coat of wall care putty 3 mm thick complete all as specified and directed by Engineer-in-Charge.
Material and labour rendering 15mm thick cement plaster on faces of brick work or concrete surfaces in cement mortar (1:6) furnished even & fair using extra cement complete all as specified and directed by Engineer-in-Charge.
Material & labour for applying 2mm thick of high quality waterproof exterior wall putty (white cement based or acrylic based putty) and two or more coats of 100% premium acrylic emulsion paint having voc less than 50 gm/litre and uv resistance as per IS 15489:2004, Alkali & Fungal Resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives @ 1.43 Litre/ 10 Sqm over and including priming coat of exterior primer applied @ 0.90 Litre/ 10 Sqm over new surfaces.
Material and labour cement concrete 100mm thick 1:2:4 Type B1 (40mm graded crushed stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.
Material and labour cement concrete 150mm thick 1:4:8 Type D2 (40mm Graded Aggregate) As In Sub Base complete all as specified and directed by Engineer-in-Charge.
Material and labour Virified Ceramic tiles Dark shade Double charged ultracharged 10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.42 sqm but not exceeding 1.00 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed by Engineer-in-Charge.
Material and labourScreed Bed Or Bedding Layer Of mortar cement mortar (1:4) 15mm thick for laying floor finishes as in base complete all as specified and directed by Engineer-in-Charge.
Material and labour cement concrete 75mm Thick 1:4:8 Type D2 (40mm graded crushed stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.
Material and labour 75mm thick plinth protection PCC (1:3:6) Using 20mm graded crushed stone aggregate complete all as specified and directed by Engineer-in-Charge.
Material and labour hardcore of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 2nd class hard wood 35 mm thick made glazed and skeleton shutters open rebated and prepared to rceieve glass, gauze,etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass,etc, size of members of shutters as spfd in SSR Part-1, Section 8, clause 8.24 complete all as specified and directed by Engineer-in-Charge.
Material and labour Granite (of any type), 18- 20mm thick (table rubbed and polished) in steps, jambs, pillars, window cills,cooking platform and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixer of pigment to match with marble shade including making full curving the edges and dismantling existing floor complete all as specified and directed by Engineer-in-Charge.
Supply and fixing Sinks with drainage board made of stainless steel 1 mm thick kitchen or laboratory with plugs, washers and wastes, including 32mm dia waste pipe and CP grating and bedding in cement mortar to dwarf wall or including fixing cantilever brackets and connecting union to pipe overall size 915mm x 460mm, bowl size 410mm x 330mm x 160mm complete all as specified and directed by Engineer-in-Charge.
Supply and fixing in replacement stainless steel plate rack of size 750mm X 750/900mm X 250 mm complete all as specified and directed by Engineer-in-Charge.
Supply and fixing for providing and fixing stainless steel (Grade 304) railing made of hollow ubes,channels, plates etc., including welding, grinding,buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts omplete, including fixing the railing with necessary accessories & stainless steel dash asteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed by Engineer-in-Charge.
Earth Work In Excavation By Mechanical Means (hydraulic Excavator)/ In Foundation Trenches Or Drains (not Exceeding 1.5 M In Width Or 10 Sqm On Plan), Including Dressing Of Sides And Ramming Of Bottoms, Lift Upto 1.5 M, Including Getting Out The Excavated Soil And Disposal Of Surplus Excavated Soil As Directed, Within A Lead Of 50 M. ( All Kinds Of Soil) complete all as specified and directed by Engineer-in-Charge.
Material and labour cement concrete 50mm thick 1:2:4 type B1 (40mm graded crushed stone aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge.
Material and labour for point wiring with two single core 1.5 sqmm cable (nominal area) stranded copper conductor, PVC insulated insulated unsheathed cable, 110 V grade in and including concealed PVC conduit of size not less than 20mm dia with sunken type pressed steel terminal box 1.6 mm thick of suitable size, duly painted with one coat of rex oxide primer and two coats of black bituminous paint for mounting fittings/ junction boxes and wiring to be terminated in pressed steel sunken boxes including all accessories and using single core 1.5 Sqmm (nominal area) stranded copper conductor, PVC insulated unsheathed cable as in earth wire (green colour) connected to common earth dolly completed all as specified and directed by Engineer-in-Charge:- (a) One light point controlled by one switch.
All as Srl Item No 63 one 3 pin switch socket outlet point 5 Amps on independent board complete all as specified and directed by Engineer-in-Charge.
Material and labour switch piano flush type single pole, one way 5 Amps 230 Volts AC circuit complete all as specified and directed by Engineer-in-Charge.
Material and labour for socket outlet 5 Amps, 5 Pin Flush type multipurpose, 230 Volts AC circuit complete all as specified and directed by Engineer-in-Charge.
Supply and install hi wall split units indoor/outdoor complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality with minimum 4 star rating and EER 3.2 of capacity 2 TR complete all as specified and directed by Engineer-in-Charge.
Supply and fixing Voltage stabilizer for automatic operation, single phase naturally air colled indoor type & designed for input variation between 170 V to 250 V with output voltage stabilized at 230 V with accuracy of + 2.5% and of capacity 5 KVA complete all as specified and directed by Engineer-in-Charge.
Supply and fixing LED lights fitting 1x18W, 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed by Engineer-in-Charge.
Supply and fixing ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 1200mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with brushless direct complete all as specified and directed by Engineer-in-Charge.
Supply and fixing stepped type electronic fan regulator flush type on the existing phenolic laminated sheet complete all as specified and directed by Engineer-in-Charge.
Material and labour for submain wiring with two single core FRLS insulated flexible copper conductor cable of size 4 sqmm and one single core PVC FRLS insulated flexible copper conductor cable green colour of size 2 sqmm as earth lead in & including concealed PVC cunduit medium grade cutting chases to walls for laying conduit and making good the disturbed wall surfaces to match with existing specification all as required at site completed all as directed and specified by Engineer-in-Charge.
Supply and fixing single pole and neutral enclosure with a two pin and earth plug and socket complete with one single pole MCB complete all as specified and directed by Engineer-in-Charge.
Material and labour for earthing complete with galvanised steel plate electrode 600mmx600mmx6mm thick buried directly in ground (earth pit not less than 2.25 Mtr deep below ground level) with top edge of the plate not less than 1.50 Mtrs below gournd level connected to glavanised earth lead wire 4.0mm dia by means of bolts, nuts check nuts and washers of galvanised iron or steel earth wire protected by provision of GI medium grade pipe 15mm bore including provision of concrete pit made with 40mm thick cover of RCC 1:2:4 reinforced with 6mm dia M.S. round bar placed 75mm c/c and handle of 10mm dia, MS bar made to shape, GI medium grade 20mm bore pipe for watering perforated at bottom, 1.75 meter long placed on top edge of earth plate, common salt & charcoal filling, funnel, wire mesh and earth work not excedding 50 meters all as per electrical plate No 3 of SSR Part I (2009) and connected to earth test points all as specified and directed including testing on completion.
Supply, install, connect & testing cubical outdoor type factory made double door, powder coated LT bus bar feeder pillar box for 150 amps 3ph and neutral arrangement of size 350mmx350mmx100mm complete weather proof and verminproof conforming to IP-54 made out of 2mm thick CRCA sheet including provisions for ventilation and cable termination alley all as per IS. It should be mounted on 40x40x6mm angle frame with a clearance of at least 0.45 mtrs above Gl and .30mtrs below ground including required PCC for foundation and coping completed all as specified and directed by Engineer-in-Charge. Note: Rates for necessary for finding out the loops of connecting cables to old panel and for new panel foundation are deemed to be included in the quoted rates.
Supply and laying and testing cable XLPE insulated, screened 16 Sqmm 4 core, LT cable, PVC bedded, galvanized steel strip or wire armoured, electric power cable (heavy duty) 1100 Volts grade with stranded aluminium conductor, connecting lugs, glands, jointing materials etc, laid on wall, floors, roof, ducts and fixing using clamps, saddle complete all as specified and directed by Engineer-in-Charge.
Supply and laying 50mm outside dia dkouble wall corrugated pipe (DWC) of HDPE ISI Mark for enclosing cable below ground/ road surface, to a required depth, including suitable size coplers for jointing of pipe all as per site requirement complete all as specified and directed by Engineer-in-Charge.
Material and labour for cutting of bituminous road/floor for laying of pipe/ cables not exceeding .5 meter wide and not exceeding 1.5 mtr deep including reflling/ with material and watering well ramming/compacting and making good with PCC 1;2;4, type B-1, 100mm thick complete all as specified and directed by Engineer-in-Charge. complete all as specified and directed by Engineer-in-Charge.
Material and labour for GI Pipe medium grade, for road crossing/ on wall/ on pole for cable protection of size 40mm dia complete all as specified and directed by Engineer-in-Charge.
Earthing complete with galvanised steel earth plate electrode 600x600x6mm burried directly in ground not less than 2.25 mtr deep below normal ground level with top edge of earth plate not less than .5mtr below normal ground level connected to the Galvanised iron strip 32x6mm size by means of bolts, nuts, check nuts and washers of galvanised iron and 32x6mm GI strip procted by provision of GI light grade pipe 40 mm bore including proviison of concrete pit in PCC 1:2:4 type B-i, using 20mm graded stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM weight not less than 4 Kg/Sqm and 6mm dia bar handle, excavation and earth work in any type of soil, charcoal dust and salt light grade GI protection pipe 15mm bore 5 Mtr long and GI strip upto main earthing of pole complete all as shown in electrical plate No 3 of SSR Part-I complete all as specified and directed by Engineer-in-Charge on testing after completion if the desired resistenance is not obtained the contractor shall redo the earthing without any extra cost to the department.
Supply and fixing metal enclosure MCB DB SPN 2 way double door suitable for 240 V fixed flused on walls including cutting knitch and making good disturbed surfaces including packing the old surface complete all as specified and directed by Engineer-in-Charge.
Supply and fixing MCB single pole 240 volt C curve 10 KA 5 to 32 Amps capacity complete all as specified and directed by Engineer-in-Charge including taking down old one.
Supply and fixing switch piano flush type, 15 Amps, Single pole, two way complete all as specified and directed by Engineer-in-Charge.
Supply and fixing siren push button switch complete all as specified and directed by Engineer-in-Charge.
Supply and fixing 12V 15W Industrial siren (hooter) for 01 Km range complete all as specified and directed by Engineer-in-Charge.
Vijay Kumar Contractor and Engineers (BID ID -3375890)
PARVINDER BHARDWAJ (BID ID -3379676)
kewal builders (BID ID -3379726)
JAGDISH SINGH ASSOCIATES (BID ID -3379702)
A R ENTERPRISES (BID ID -3379756)
D R CONTRACTORS (BID ID -3379831)
LAKSHMI BUILDING INOVATORS (BID ID -3379818)
M/s Shakti Electric Works (BID ID -3379741)
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