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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.8 LAccepted-AOC | ₹7.8 L Quoted ₹8.0 L | L-1 | Accepted-AOC found 11percent down from estimated amount and after negotiation contractor agree to reduce 3 percent again an their quoted amount |
| 2 | L-2₹8.8 L+₹73,630.40 (9.19%)Rejected-Finance V P O KARSOG TEHSIL KARSOG DISTT MANDI HP | KARSOG | MANDI | HIMACHAL PRADESH | ₹8.8 L+₹73,630.40 (9.19%) | L-2 | Rejected-Finance Found Higher as compare to L-1 |
| 3 | L-3₹8.7 L+₹64,957.05 (8.10%)Rejected-Finance VILL SHANA PO SUB TEHSIL PANGNA DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | ₹8.7 L+₹64,957.05 (8.10%) | L-3 | Rejected-Finance not put rate of 1 item, item wise evaluation he found higher from both the bidder |
Tender Value
₹9.1 L
EMD Value
₹22,773
Closing Date
5 Oct 2021, 11:00 amClosed
Sr. Executive Engineer Karsog
Electrical Division HPSEBL, Karsog
Tender for prov. 250kVA, 22/0.4KV Transformer to CH Karsog , providing 22kV HT line to proposed 250 kVA, Sub-Station New Medical and 100kVA Sub-Station Medical at CH Karsog, Re-organisation of 3 phase LT line and plinth alongwith fencin
2021_HPSEB_52691_1
184619/2021-22-3878-84 dated 24.09.2021
Open Tender
Miscellaneous Services
Item Wise
30 days
Karsog
please refer tender document
10 documents required · 10 mandatory
₹1,180
₹22,773
12 Nov 2021
25 Sept 2021
5 Oct 2021
26 Sept 2021
5 Oct 2021
26 Sept 2021
Erection of 250KVA ,22/.4 KV Sub-Station .
Digging of pits for poles(size1800x1200x1500mm), stay set(size900x700x1900mm),Earthing set (2 Mtr. Dia &3 Mtr. Depth),drilling of holes in poles and x-arms, preparation of plateform, str. Members, CI,AI x-arms , erection of double poles with RCC muff with concrete filling, erection of plateform,x-arms,G O switch, dropout fuse unit, lightening arrestor,etc., erection of stay set, erection of 250KVA, 22/.4KV sub station,LT Panel box, LT cable, Trivector meter filling and ramming of pits, erection of jumpers, pipe earthing,LT cable and fixing of barbed wire and painting of sub-station structure, erection of chain link fencing complete in all respect as directed by Engineer-in charge .
Mannual carriage of 250 KVA, 22/.4 KV Sub-station alongwith material for an avrage lead of 0.200 KM from road head to site of work. (Rate to be quoted for 1 KM lead only)
Supply Part of Distribution Transformer
Prov. RCC Muff 2000 mm with c.c 1:2:4 (1 cement :2 sand : 4 aggregate 20 mm)
Prov. C I X-arm (2800x100x50x6 mm) for T/F base main channel
Provinding C.I. (460x100x50 mm) for supporting main channel of Transformer.
Prov. C I X-arm (2800x75x40x6 mm) for fuse unit AB switch
Provinding A.I. (2800x50x50x6 mm) for Transformer belting.
Prov. GO AB SwitchUnit(22KV,400A,25 KV)
Prov. DO Fuse Unit.
Prov. Surger arrestor 18 kV station class (Porcilain Type) LA 1 set = 3 Nos.
Disc Insulators Set ( Comprising 1no. 2 No. Disc Procilain,BS 12 KV 90Kn) ie dead and clamp.
Prov. HT stay set complete
Prov. G.I. Stay wire 7/3.15mm
Prov. Pipe Earthing
Prov. LT Distribution Panel Box with MCCB suitable for 250 kVA DTR with MCCB (400A, 36kA, 4P, 1No.) and SFU (100A, 4 No., rewirable)
Half Clamp made of M.S. Flat 50x6mm suitable for 9/8 mtr ST ple as per the standard specification of HPSEBL
Prov. M.S.Nut & Bolts off sizes.
Prov. AI Thimble
Prov. Lead Tin solder 60:40
Prov. Solder flux
Prov. Danger Plate
Prov. Barbrd wire.
Provinding and painting Alluminium paint.
Prov. Chain Link Fencing. Angle Iron Gate Etc.
Erection Part of 22 kV HT Line
Erection of HT:- Erection of 22 kV HT 185mm² XLPE(22kV,3C,AI,Armoured) complete the job in all respect , as per standard practice of HPSEBL/REC, as per the direction of Engineer-in -charge
Mannual carriage of 22 KV HT line material on steel tubular pole, for an average lead of 0.190 K.M.from road head to site of work.
Supply Part of 22 kV HT Line
Providing22kV Heat Shrink Kit
Prov. Pipe HDPE fit for XLPE(22kV,3C,AI,Armoured) cable
Providing GO Switch complete.
Providing 22kV Pin Insulator (Porcilain Type)
Erection of 250KVA , and 100kVA ,22/.4 KV Sub-Station .
Digging of pits for poles(size1800x1200x1500mm), stay set(size900x700x1900mm),Earthing set (2 Mtr. Dia &3 Mtr. Depth),drilling of holes in poles and x-arms, preparation of plateform, str. Members, CI,AI x-arms , erection of double poles with RCC muff with concrete filling, erection of plateform,x-arms,G O switch, dropout fuse unit, lightening arrestor,etc., erection of stay set, erection of 250KVA, 22/.4KV sub station,LT Panel box, LT cable, Trivector meter filling and ramming of pits, erection of jumpers, pipe earthing,LT cable and fixing of barbed wire and painting of sub-station structure, erection of chain link fencing complete in all respect as directed by Engineer-in charge .
Mannual carriage of 250 KVA and , 100 kVA , 22/.4 KV Sub-station alongwith material for an avrage lead of 0.200 KM from road head to site of work.i.e 0.200x2= 0.400 (Rate to be quoted for 1 KM lead only)
Supply part of 250KVA , and 100kVA ,22/.4 KV Sub-Station .
Prov. RCC Muff 2000 mm with c.c 1:2:4 (1 cement :2 sand : 4 aggregate 20 mm)
Prov. C I X-arm (2800x100x50x6 mm) for T/F base main channel
Provinding C.I. (460x100x50 mm) for supporting main channel of Transformer.
Prov. C I X-arm (2800x75x40x6 mm) for fuse unit AB switch
Provinding A.I. (2800x50x50x6 mm) for Transformer belting.
Prov. GO AB SwitchUnit(22KV,400A,25 KV)
Prov. DO Fuse Unit.
Prov. Surger arrestor 18 kV station class (Porcilain Type) LA 1 set = 3 Nos.
Disc Insulators Set ( Comprising 1no. 2 No. Disc Procilain,BS 12 KV 90Kn) ie dead and clamp.
Prov. HT stay set complete
Prov. G.I. Stay wire 7/3.15mm
Prov. Pipe Earthing
Prov. LT Distribution Panel Box with MCCB suitable for 250 kVA DTR
Half Clamp made of M.S. Flat 50x6mm suitable for 9/8 mtr ST ple as per the standard specification of HPSEBL
Prov. M.S.Nut & Bolts off sizes.
Prov. AI Thimble
Prov. Lead Tin solder 60:40
Prov. Solder flux
Prov. Danger Plate
Prov. Barbrd wire.
Provinding and painting Alluminium paint.
Prov. Chain Link Fencing. Angle Iron Gate Etc.
Erection Part of LT Line
Erection of Steel tubular pole 9 mtr. Long :-Digging of pit for poles, drilling of holes in poles,erection of poles, erection of RCC muff,erection of Angle iron bracket,D-iron, shackle insulator,earth hook filling of pit and ramming, Painting etc, of pole complete in all respect.
Stay set(LT):- Digging of pit(0.8x1.2x1.35m),fixing of stay rod, filling and ramming of pit, nozzelling and tightening, . complete in all respect.
Earthing set(LT):- Digging of pit (0.8x1.2x1.5m),fixing of G.I wire to earth system, filling and ramming of pit, etc. complete in all respect.
Erection of AB Cable (3 C +Messenger) Laying, of AB Cable 120mm, instalation of suspension and tension assembly etc, sagging of AB cable , Hit Shrink cable jointing/ termination joint etc. complete in all respect.
Mannual carriage of LT line material for an average lead of 0.100Km. from road head to site of work.
Supply Part of LT Line
Prov. RCC Muff 2000 mm with c.c 1:2:4 (1 cement :2 sand : 4 aggregate 20 mm)
Prov. Aluminium Paint .
Prov. MS Nuts & Bolts off size.
Prov. LT Stay Set
Prov. LT Stay Clamp
Prov. Egg Insulator
Prov. LT Earthing Set
Prov. T Earthing Hook
Prov. Stay wire (7/3.15mm)
Prov. Suspension Assembly
Prov. Cable termination kit
Prov. Heat Shrink cable straight through jointing kit
Prov. Transformer Plinth including Fencing around the New 22/0.4 KV 250 KVA s/stn , New 22/0.4 KV , 250 KVA New Medical & 22/0.4 KV 100 KVA s/stn Medical .
Prov. Excavation in foundation, trenches etc. in earth work, lift up to 1.50 mtrs, stacking the excavated soil not more than 3.00 mtrs clear from the edge of excavation & then returning the stacked soil in 15 cm layers, when required into plinths sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed Pick & jumper work 50% : 50% Qty 6.48 for each Total =6.48x3 Cum
P/L Cement concrete 1:6:12 (1 Cement : 6 Sand : 12 graded stone agg. 40 mm nominal size) & curing complete – In foundation. Qty =0.405 Cum for each , Total =0.405x3
Prov. Brick work using common burnt clay building bricks in foundation & plinth in cement mortar 1:4 (1 Cement : 4 Sand) Qty =2.79 Cum for each , Total Qty=2.79x3
P/L Cement concrete work 1:5:10 ( 1 Cement : 5 Sand : 10 graded stone agg. 40 mm nominal size) with 15% plum & curing complete excluding the cost of form work, the size of plums shall usually be 150 mm to 300 mm as per HPPWD specification. Qty =1.73 Cum for each , Total Qty=1.73x3
P/L Cement concrete 1:2:4 ( 1 Cement : 2 Sand : 4 graded stone agg. 20 mm nominal size) & curing complete including the cost of form work. Qty =0.270 Cum for each , Total=0.270x3
Prov.15mm cement plaster in single coat on fair side of brick/conc./stone masonry wall for internal plastering up to to floor two level including arises , internal rounded angle, chamfer and /or rounded angle not exceeding 80mm in girth and finished even and smooth in cement mortar 1:4 (1 cement :4 sand). Qty =8.91 Sq mtr for Each , Total Qty =8.91x3
Supplying & fixing woven plains G.I. Wire fencing of Mesh 50 MM to 150 MM to any type of standard rails, straining posts etc. i/c provision of binding wire, steples, M.S. Angle Posts etc. complete in all respect.Qty =30.24 sq mtr for each , total Qty =30.24x3
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VISHAL ELECTRICAL GOVT CONT
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