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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC 01 HEMANT MAHESHWARI BIRLA NAGAR GWALIOR BELOW GURUDWARA HAZIRA CHOK BIRLA NAGAR ROAD GWALIOR MADHYA PRADESH 474004 | GWALIOR | MADHYA PRADESH | 474004 | ₹1.2 Cr | 1 | Accepted-AOC After negotiation the firm has reduced amount by 0.8 percent of the overall quoted amount. |
| 2 | 2₹1.4 Cr+₹16.7 L (13.8%)Rejected-Finance KOTWALI BAZAR DHARAMSHALA H P 176215 | DHARAMSHALA | KANGRA | HIMACHAL PRADESH | 176215 | ₹1.4 Cr+₹16.7 L (13.8%) | 2 | Rejected-Finance L2 Bidder |
| 3 | 3₹1.4 Cr+₹23.8 L (19.7%)Rejected-Finance MAIN BAZAAR KANGRA | KANGRA | HIMACHAL PRADESH | ₹1.4 Cr+₹23.8 L (19.7%) | 3 | Rejected-Finance L3 Bidder |
| 4 | Rejected-Technical V P O MANPURA TEHSIL BADDI DISTT SOLAN H P | SOLAN | HIMACHAL PRADESH | 171102 | - | - | Rejected-Technical Hardcopy not submitted |
Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
9 Mar 2021, 2:00 pmClosed
Chief Engineer (OP) North Dharamshala
CE (OP) North, HPSEBL, Dharamshala 176215
Electrical Work
2021_HPSEB_44817_2
CEON - DEP - 05/2020-21
Open Tender
Electrical Works
Turn-key
365 days
Una
Please refer tender document
4 documents required · 4 mandatory
₹5,000
Sr. Executive Engineer, ED, HPSEBL, Una
₹2.4 L
Yes
6 Jan 2022
4 Mar 2021
9 Mar 2021
4 Mar 2021
9 Mar 2021
4 Mar 2021
Amount
33 KV HT Line
Prov. Steel Tublar 9 mtr long . (To be provided by HPSEBL)
Prov. Steel Tublar 11 mtr long . (To be provided by HPSEBL)
Prov. RCC Muff
Prov. ACSR 150mm2 30/7/2.59mm (Wolf) Cond. (To be provided by HPSEBL)
Prov.G.I.Wire No. 6 SWG in mtr. (To be provided by HPSEBL)
Prov. X-Arm [MS Channel Iron 125X65X6, Length (3050)x2Nos./dead Str.
Prov. MS Angle Iron 65X65X6, Length [2400mm)
Prov. X-Bracing Set MS Angle Iron 50x50x6mm(2700mm)x2 Nos.
Prov.MSAI X-Arm 50x50x6x3300mm for Earth/Guard-ing.
Prov. MS Angle Iron 65X65X6, Length [3300mm)
Prov.Nuts and Bolts of Various Sizes
Prov.MS Half Clamp
Prov.MS Full Clamp
Prov.Barbed Wire
Prov.Earth Hook
Prov. PG Clump
Prov. Flat Stapple
Prov.33kv Isolator 2000 A
Prov.33kv. Discs insulator string sets on dead End Structures (Comprising 3No. Discs in each string ^^ (Porceian, BS, 12KV, 90 KN) including Dead End Clamps etc.)X (3No. Conductors) x (2No. sides)
Prov.33kv Pin Insulators (Porcelain, 36KV, 10KN) 3No. Per double pole structure. (To be provided by HPSEBL)
Prov.33kv Stay Set complete in all respect (1NO./Single Pole,4NO./Double Pole Structure)
Prov. 33kv Earthing set complete in all respect.
Prov.Alluminum Paint
Prov. 33kv Danger Plate(203x200x1.6mm)
Prov.Painting of Pole along with allied fitting
Prov.Painting of X-Arm/A.I.
Phase (Name plate RYB)
Terminal equipment for dedicated feeder
33 KV CT (400-200/1-1-1-1-1 A)
33 KV Isolator with Out Earth blade (Motorized) with structure 1250 A
33 KV Vaccum Circuit Breaker, 1250 A
33 KV Feedar Panel
33 KV XLPE Cable, Al Conductor with armour (1C X 300 Sq. mm)
Termination Kits for 33 KV, 1CX630 mm2, XLPE, AI Conductor with armour outdoor type
Control Cable Following Sizes 4 Cx2.5mm2
Civil Work for Terminal
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.
Providing and laying cement concrete (1:3:6) 1 cement : 3 sand: 6 graded stone aggregate 20 mm nominal size and curing compete in Foundation and plinth.
Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate 20mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation footings bases of columns and the like and mass concrete
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for in-situ-reinforced concrete & plain concrete work in Foundation, footings basis of columns etc. and mass concrete.
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level Tor Steel.
Steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. In gratings framed guard bars, ladders, railling, brackets and similar works.
Painting two coats(excluding priming coat)on new steel and other metal surfaces with aluminium paint, brushing to give an even shade including cleaning the surface of the dirt, dust and other foreign matter white enamel paint.
Civil Work for HT line
Excavation in foundations, trenches etc., in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres.
Providing and laying cement concrete (1:5:10 1 cement : 5 sand: 10 graded stone aggregate 40 mm nominal size and curing compete in Foundation and plinth.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for in-situ-reinforced concrete & plain concrete work in Foundation, footings basis of columns etc. and mass concrete.
Providing and laying cement concrete 1:4:8 (1 cement :4 sand :8 graded stone aggregate 25 mm. nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in foundation and plinth in breast and retaining walls etc.
P/F on wall face PVC D plast rain wated pipe of working pressure not less than 4.5 Kg per Sqm including the joints
Stone fillimng behind retaining wall
CHOPRA ELECTRIC WORKS
S.S. Enterprises
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