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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-AOC | ₹23.9 L Quoted ₹26.0 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹27.8 L+₹1.8 L (6.92%)Rejected-Finance | ₹27.8 L+₹1.8 L (6.92%) | L2 | Rejected-Finance Higher bidder |
| 3 | L3₹29.6 L+₹3.6 L (13.9%)Rejected-Finance H NO 37 VIKAS VIHAR PHASE II FEROZEPUR CITY PB 152002 | FEROZEPUR CITY | FEROZEPUR | PUNJAB | 152002 | ₹29.6 L+₹3.6 L (13.9%) | L3 | Rejected-Finance Higher bidder |
| 4 | L4₹32.9 L+₹6.9 L (26.7%)Rejected-Finance 195 MAHESH NAGAR AMBALA CANTT 133001 | AMBALA | HARYANA | 133001 | ₹32.9 L+₹6.9 L (26.7%) | L4 | Rejected-Finance Higher bidder |
| 5 | L5₹34.1 L+₹8.1 L (31.0%)Rejected-Finance 0 3 SHASTRI STREET FEROZEPUR CITY PB PIN 152002 | FEROZEPUR CITY | FEROZEPUR | PUNJAB | 152002 | ₹34.1 L+₹8.1 L (31.0%) | L5 | Rejected-Finance Higher bidder |
Tender Value
Refer Docs
EMD Value
₹67,000
Closing Date
3 Feb 2024, 6:00 pmClosed
CWE Ferozepur Cantt
HQ CWE Ferozepur Cantt PIN 152001
CWE/FZR-43/2023-24 Spl repair/replacement of HT UG cable at Asal Uttar Enclave and Vikram Batra Enclave under GE(East) Ferozepur Cantt
2024_MES_636219_1
CWE/FZR-43/2023-24
Open Tender
Civil Works
Item Rate
180 days
Ferozepur Cantt
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (East) Ferozepur Cantt
₹67,000
Yes
28 Feb 2024
6 Jan 2024
12 Feb 2024
6 Jan 2024
3 Feb 2024
21 Jan 2024
Amount
Excavation in trenches in soft/loose soil not exceeding 1.5 meter wide and not exceeding 1.5 meter deep for laying of cable, pole foundation, etc including taking out old brick cable protection cover and getting out forming bottom surface to required gradient complete all as specified and as directed by Engineer-in-Charge.
All as per item No 1 above but depth exceeding 1.5 meter but not exceeding 3.0 meter for poles etc complete all as specified and as directed by Engineer-in-Charge.
Returning, filling in, earth including spreading, leveling watering and well ramming in layers each not exceeding 25cm thick each layer, complete all as specified and as directed by Engineer-in-Charge.
Removal of surplus soil to a distance not exc. 50 meter and depositing where directed at a level not exc. 1.5 meter above the starting point complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Precast reinforced cement concrete cable cover factory made class HV, type-I, flat, size 300mm x 180mm x 40mm for HT cable ISI marked, laid flat across the cable, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for sand cushioning with a layer of fine sand 8 cm thick before laying of cable and 5 cm thick after laying of cable in trenches complete all as specified and as directed by Engineer-in-Charge. Notes : (i) Excavation and earth work to be measured and paid separately). (ii) Thickness of 18 cms after punning shall be considered for payment.
Material and Labour for Cement concreted (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation of poles including necessary form work, fair finished to exposed surfaces without using extra cement wherever required complete all as specified and as directed by Engineer-in-Charge.
Material and Labour for Cement concreted (1:3:6) type C-2 using 40mm graded stone aggregate as in foundation of stay assembly/feeder pillar/LT panel etc including necessary form work, fair finished surfaces without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Material and Labour for Cement concreted (1:2:4) type B-1 using 20 mm graded stone aggregate as in foundation of electric poles/struts/ etc including necessary form work, fair finished surfaces without using extra cement complete all as specified and as directed by Engineer-in-Charge.
Dismantling and taking down old UNSV HT UG cable of any type and size complete all as specified and as directed by Engineer-in-Charge.
Dismantling & taking out old damaged PCC pole of any size and removing from site of work complete all as specified and as directed by Engineer-in-Charge.
Dismantling & taking down old wornt out MS clamps/cross arms/channels/anti climbing device spike complete with nuts & bolts etc complete all as specified and as directed by Engineer-in-Charge.
Dismantling and taking down old U/S insulators of any type and size complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Pre-stressed concrete pole 11.0 meter long, 152 mm X 152mm at top and 152mm X 260mm at bottom, class-9, complying with the requirement of IS-1678-1978 including painting of poles with two coats of synthetic enamel paint over a coat of cement primer with red and yellow strips of 30cm each up to 1.5 meter from top of PCC base and numbering of pole and two coats of white wash on PCC base, complete all as specified and as directed by Engineer-in-Charge.(PCC and earth work shall be measured separately)
Material and labour for plinth of transformer of size 2.1x2.1x1 mtr including excavation work , PCC 1:4:8 type D2 (using 40 mm graded stone aggreate) for foundation , Brick work with sub class 'B' bricks and rendering of 15 mm thick cement plaster on of brick / concrete work , sand filling for foundation and hard core of brroken bricks of gauge n exc 63 mm depsited ,spread and fiiling in layers and cement conerete type C-2, 1:3:6 ,100 mm thick and Cement concrete type B-1, 1:2:4, 100 mm thick complete all as specified and as directed by Engineer-in-Charge. Note Item rate also including Shifthing of transformer from Existing location to new plinth properly.
Material and labour Painting of HT PCC pole/steel tubular pole upto 1.5 mtr height from PCC, of synthetic enamel paint over a coat of cement primer with red and Yellow strips & Numbering of poles by making a circle of black color and inside circle writing of (HT POLE/FEEDER NAME/POLE NO. ) in white color complete all as specified and as directed by Engineer-in-Charge.
Material and Labour for Disc type, porcelain, vitreous, white, brown or green insulator of height 145 mm x 255 mm dia for working pressure 11000 Volts ball and socket type of two in series disc assembly with tension clamp including taking down old u/s complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Anti climbing device spike type fabricated out of MS flat 50mm x 6 mm in two parts with 14 Nos 230 mm long and 12mm dia spikes, sharpened ends with and including nuts, bolts & washers and welding made to shape to suit the cross section of poles including painting with two coats of aluminum paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Cross arms, bracings, stiffeners, supporting clamps and back plates, fabricated from structural steel sections, drilling holes for bolts, in any shape or size as indicated or directed and including necessary welding, bending cold or hot inclusive of nuts, bolts, washers and two coats of aluminum paint over a coat of aluminum primer including preparation of surfaces, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Lightening arrestor expulsion type for outdoor suitable for 11 KV high tension line complete with all fittings with discharge capacity 65 Kilo amperes, including bracket clamps, nuts, bolts & washers and connection to earth wire & SWG GI wire of 4mm size including taking down old u/s complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Air break gang operated switch, triple pole, mechanically operated, with contacts of ferrous knife and spring loaded moving contact of copper, vertically mounted, (12 insulator type) mounted on insulator and steel frame with operating mechanism in accordance with IS-9921 including 25mm bore medium grade GI pipe to worked from ground level for current rating up to 200 Amps 11 KV with locking mechanism, mild steel clamp, nuts, bolts, washers, operating handle with in both OFF and ON position of required size including two coats of aluminum paint over a coat of red oxide including taking down old u/s complete all as specified and as directed by Engineer-in-Charge.
Supply, laying and testing cable XLPE insulated ,screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty), 11000 volts (E) grade with stranded aluminium conductor of 3 core 120 Sqmm size complete all as specified and as directed by Engineer-in-Charge.
Supply, laying and testing cable XLPE insulated ,screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavy duty), 11000 volts (E) grade with stranded aluminium conductor of 3 core 95 Sqmm size complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminum conductor cable of size 120 sqmm tto 185 sqmm,complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminum conductor cable of size 50 sqmm tto 95 sqmm,complete all as specified and as directed by Engineer-in-Charge.
Cable jointing kit for 11 KV (Earthed) grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 50 sqmm to 95 sqmm complete all as specified and as directed by Engineer-in-Charge.
ditto all as per Item No 26 above but for cable of size 120 to 185 sq mm complete all as specified and as directed by Engineer-in-Charge.
Supply & fixing galvanised iron pipe light grade ISI marked 100 mm bore for passing of cable, fixed to poles/ walls/ laid under floor complete with and including fittings complete all as specified and as directed by Engineer-in-Charge.
Material & Labour for Stranded aluminum conductor PVC HT jumpers of 95 mm Sqmm size with aluminum thimble duly crimpled with crimping tools complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with M.S. clamps, bolts and nuts of approved size for HT, 25x20cm size complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing RCC HT cable route indicator of size 75x40x10CM duly marked with HT cable made of Cement concreted (1:2:4) type B-1 including necessary Earth work, fair finished embedded in PCC bed incl necessary excavation and re-filling complete all as specified and as directed by Engineer-in-Charge.
Supply & levelling Graded coarse aggregate of nominal size 40 mm complete all as specified and as directed by Engineer-in-Charge.
Earthing complete with galvanized mild steel earth plate electrode size 600mm x 600mm x 6mm thick buried directly in ground (Preferably in vertical position) earth pit not less than 2.25 metre below normal ground level with top edge of the earth plate not less 1.5 metre (BGL) connected to galvanized iron earth strip 32 x6 mm by means of bolts, nuts, check nut and washer of galvanized iron including Cement concrete chamber of PCC(1:3:6) type C-2 using 40 mm graded stonr aggeregate, precast RCC cover with suitable handle, excavation and earth work in any type of soil, 15 mm bore “Light grade” galvanized iron water tubing fixed with cast iron funnel and wire mesh and 40 mm bore “light grade” galvanized iron protection pipe for earth strip 32 x6 mm upto 7.5 m length, charcoal, common salt, connected to test point and testing on completion, complete all as specified and as directed by Engineer-in-Charge.
Excavation in post holes (or similar holes) each n.exc 0.5 Cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer n.exc 25 cm watering and removing surplus soil to a distance n.exc 50 m and making good surface in hard dense soil complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing angle iron as in posts and struts in fencing including cutting tops to shape as directed including embeding in concrete and screwing etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for cement concrete 1:3:6 type C-1(20 mm graded) as in post holes etc complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing mild steel round bars for line bars to support chain link fencing of 10mm dia and over, cut to length, bent to shape required including cranking, bending conforming to Fe-410-W complete all as specified and as directed by Engineer-in-Charge.
Supply only chain link MS galvanised fencing any size of type
Fixing only chain link fencing including line wires, any mesh, size and type to any type of strandards, rails, straining bolts, etc. Including provision of binding wire complete all as specified and as directed by Engineer-in-Charge.
Material and labour for steel surface of any discriptiuon over 10cm girth applied two coat of aluminum paint over a coat of aluminium red oxide etc complete all as specified and as directed by Engineer-in-Charge.
Removing of excavated soil n exc 50 mtr at directed level n exc 1.5 mtr from starting point etc complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Earthing complete with galvanized steel plate elecrode of size 60 cm x 60cm x 6.3 mm thick burried directly in ground vertically to a depth not less than 2.5 mtr below the ground level with top edge of earth plate at a depth not less than 1.5 mtr below ground level. Earth plate surrounded by 15mm thick packed alternative layers of charcoal dust and comman salt, earth lead GI wire of 4mm dia (8 SWG) by means of bolts , nuts, check nuts and washers of galvanised iron with thimbles. The other end of GI earth wire is connected to main switch board and protected by light grade GI pipe of 15 mm bore upto 7.5 mtr length. Provision of 20mm bore light grade GI pipe for watering including GI funnel and wire mesh. Pipe shallbe provided vertically upto top level of earth pit and then taken horrizontally to the earth pit. Cement concrete chamber of PCC ( 1:3:6 ) type C-2using 40 mm graded stone aggregate.
Material & labour for boring hole under the road/payment/ hard standing upto 150 mm Bore Pipe not less than one metre below ground level complete all as specified and as directed by Engineer-in-Charge. .
Harmesh Kumar Sharma and Sons
Karan Engineers
Raman Electric Trading Co
Marwaha Builders
M/S Pee Kay Builders
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