Himachal Pradesh State Electricity Board Limited Tender
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Himachal Pradesh State Electricity Board Limited - HPSEBL Tender
Eprocure
Opening Date26 Feb 2021
Closing Date6 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 40,400Document Cost
₹ 2,800Tender Fee
Refer Documents
Summary
Seop 35/2020-21
Description
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Contact
Tender Id
2021_HPSEB_44823_1Bid Award Id
ViewTender No
SEOP 35/2020-21Tender Authority
Himachal Pradesh State Electricity Board Limited ViewPurchaser Address
-Website
http://www.hpseb.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Prov. RCC Muff with concrete filling
5
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Prov. Cross arm: [Channel Iron (100*50*5 mm), length (1500) mm * 1 Structure
1.5
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Angle Iron (50*50*5 mm), length (2*750) mm * 1Structure
2
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Prov. Pole Top Bracket
1
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Prov. 11 KV Pin Insulator (Porcelian, 12 KV, 10 KN): 3 Nos. per pole structure
15
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Prov. Dead End Structure: (Adopt 2 Nos) on double Pole (Prefer along road side)
-
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Belt set-MS Angle Iron: 50*50*5, length [1500 mm * 2 No.]
6
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X-Bracing Set-MS Angle Iron: length [2400 mm * 2 Nos.]
14.4
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X-arm (Horizontal)- MS Channel Iron: 100*50*5, length [(2400) mm * 1 Nos.]
9.6
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Disc insulators set on dead end structure (comprising 1 No. Disc: ^^(Porcelian, BS, 12 KV, 90 KN,) i/c Dead end clamps etc.) * (3 Nos. conductors) * (2 Nos. sides)
9
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HT Stay/ Guy Arrangement
-
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Prov. Stay set complete in all respect (1 No/ single pole, 4 no/ double pole structure)
9
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Prov. Stay Wire (7/3.15 mm) (@ 6.0 Kg. Per Stay Set)
54
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Earthing
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Prov. HT earthing set complete
2
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Single continuous earth wire (GI 8 SWG) {a/w 1 wire lengths for avg. one road crossing @ 20 mtr and additional 1% (sag and wastage )} @ 0.102 kg/mtr
31.52
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Cross lacings (GI 8 SWG) [2.2 mtr * 9 Nos. @ 2 mtr Sapcing] (0.102 kg/mtr)
5
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Eye Hook for earth wire
8
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Earth wire clamp
8
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MS Angle Iron: 50x50x6, Length 2400 mm for road crossing
4.8
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Prov. 11 KV Danger Plate (250x200x1.60 mm)
2
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Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)]
11
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Prov. Barbed Wire
7
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Prov. Alliminium Paint .
7
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Prov. Pole Clamp (M.S. Flat 50x6 mm)
10
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X-arm [Channel Iron (75*40*5 mm), Length: 2400 mm * 2 Nos.] for supporting GO Switch
10
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Prov. GO Switch.
2
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Prov. Half Clamp
6
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11/0.4 KV Ground mounted Transformer for Pump House Site
-
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Prov. 11/.4 KV, 400 KVA Transformer
1
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Prov. S.T.Pole 9 Mtr. Long
2
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Prov. RCC Muff with concrete filling
2
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X-arm [Channel Iron (100*50*6 mm), Length: 2800 mm * 4 Nos.] For X-Arm and Main Channel for CT/PT unit
11.2
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X-arm [Channel Iron (75*40*6 mm), Length: 2800 mm * 4 Nos.] for supporting DO fuse unit & GO Switch
11.2
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Prov. MS Angle Iron (50*50*6 mm), length : 2800 mm * (1 No for LA's & 2 Nos. for belting)
8.4
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X-arm [Channel Iron (100*50*6 mm), Length: 460 mm * 2 Nos.] For supporting Main Channel for CT/PT unit
1
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Prov. MS Angle Iron (50*50*6 mm), length : 460 mm * (6 No for Knee bracing of supporting channel & belting)
2.76
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Prov. G.O. AB Switch unit (11 KV, 400A, 25 KA)
1
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Prov. D.O.Fuse
1
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Prov. Surge Arrestor 9 KV, 10 KA (Polymeric Type)
1
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Prov. Disc Insulator sets (Comprising 1 No. Disc: ^^(Porcelain, BS, 12 KV, 90 KN) i/c Dead end clamps etc)
3
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Prov.Stay Set Complete.
4
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Prov. Stay Wire 7/3.15 mm ( @ 6.0 Kg. Per Stay Set).
24
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Prov.Pipe Earthing set
3
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Prov. L.T.Distribution Panel Box with ACB. (630A, 50KA, 4P, 1 No.) and SFU (100A,6 No, rewirable)
1
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Prov. Half Clamps (M.S. Flat 50*6 mm)
17
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Prov. Full Clamps (M.S. Flat 50*6 mm)
5
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Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)]
25
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Prov. Aluminium Thimbles
16
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Prov. Aluminium Thimbles
4
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Prov. Danger Plate.
1
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Prov. L.T.Cable 3.5 core 400 mm2.
25
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Prov. Energy Meter (3-Phase, 4-Wire) DLMS compliant 6300 Amp CT Type for 400 KVA Transformer
1
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CT-PT combined unit (PT: 11KV/110 V); (CT:10-400/5 amp)
1
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3-phase, 3/4 wire CT-PT operated static Trivector meter (DLMS Compatible
1
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PVC multistrand 4 mm sq. copper wire with dia 1 inch GI pipe for concealing
1
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Prov. Aluminium Paint.
4
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LT Line
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Prov.AAAC 7/4.26 mm sq. (100 mm sq.) {includes 3 conductor lengths for 3 phase + 11 Neutral and additional 1% (sag, jumpers and wastage}
0.8
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Prov. S/T Pole 9 Mtr. Long
7
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Prov. RCC Muff with concrete filling
7
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Belt set-MS Angle Iron: 50*50*5, length [1500 mm * 2 No.]
6
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X-Bracing Set-MS Angle Iron: length [2125 mm * 2 Nos.]
8.5
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X-arm (Horizontal)- MS Channel Iron: 75*40*6, length [(2400) mm * 1 Nos.]
16.8
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Disc insulators set on dead end structure (comprising 1 No. Disc: ^^(Polymeric, BS, 12 KV, 90 KN,) i/c Dead end clamps etc.) * (3 Nos. conductors) * (2 Nos. sides)
8
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Prov. Shackle Insulator (16 KN)
16
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Prov. D- Iron (U-Clamps)
16
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Prov. Earth Knob
5
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Prov. LT Stay Set
11
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Prov.Stay Wire 7/3.15 mm (6.0Kg Per Stay Set)
66
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Prov. Pole Clamp (M.S. Flat 50x6 mm)
3
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Prov.Kit-Kat I.C.
4
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Prov. Earthing set complete
3
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Prov. Earth wire (GI 8 SWG) {Additional 1% sag (Sag & Wastage)} @ 0.102 Kg/Mtr
20
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Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)]
15
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Prov. Aluminium Paint
7
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Prov. Spiral PVC Spacer.
8
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LT CABLE 3.5 CORE 300mm2
0.04
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Civil work
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Excavation in Foundation and Trenches etc. in Earth Work, Lift upto1.50 mtr. And stacking the excavated soil not more than 3 mtr. Clear from the edge of the excavation and then returning the stacked soil in 15 cm. Layers when required in Plinths and sides of Foundations etc. (50% Pick Work + 50% Jumper Work.)
4.85
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Providing and Laying Cement Concrete 1:6:12(1Cement:6 Sand: 12 Graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth etc.
1.27
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Prov & laying cement concrete 1:2:4 ( 1 cement :2 sand: 4 gradede stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforcred concrete work in Foundations, Footings Bases of Columns and the like and mass concrete.
3.17
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Prov & laying cement concrete 1:2:4 ( 1 cement :2 sand : 4 gradede stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforcred concrete work in Foundations, & Plinth.
2.62
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Providing Form Work of ordinary timbers planking so as to give a rough finish including centering shuttering,strutting and propping etc.height of proppingand centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced conc.and plain concrete work in Flat surfaces such as soffits of suspended floors landing and the like.
9
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Providing Mild Steel for steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level for steel work.
83.22
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Steel work welded in built up section Trusses and framed work i/c. cutting, hoisting fixing in position and applying priming coat of red lead paint in gratings framed, guard bars, ladders,railing,brackets and similar works.
2.47
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Prov. & Fixing of wire mesh /expanded Metal to steel members with welding or nut & bolts with necessary screws.
38.4
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Painting two coats excluding priming coat on new steel and steel based surfaces complete in all respect.
45.26
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20 mm thick cement plaster in single coat on rough side of brick/ stone masonry wall in cement mortar 1:5 (1 cement : 5 Sand)
7.22
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Prov & laying cement concrete flooring 1:2:4 ( 1 cement :2 sand : 4 gradede stone aggregate 20mm nominal size) 50 mm thick.
14.18
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Boulder Filling Dry Hand Packed tighty as in wire crates
1.56
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