Himachal Pradesh State Electricity Board Limited Tender
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Himachal Pradesh State Electricity Board Limited - HPSEBL Tender
Civil And Construction
Eprocure
Opening Date29 Nov 2021
Closing Date4 Dec 2021
Tender Amount₹ 1,09,11,325
Costs
EMD
₹ 1,09,113Document Cost
₹ 2,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HPSEB_53938_2Bid Award Id
ViewTender No
HPSEBL/CEOCZ/MM/NIT19/2021-22Tender Authority
Himachal Pradesh State Electricity Board Limited ViewPurchaser Address
-Website
http://www.hpseb.in
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Documents
BOQ Items
Prov. Nuts & Bolts of various sizes (Galvanized/ Coated) with flat & spring washers.
30
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FOUNDATION OF R.S. JOISTS
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(i) Total Steel 10 mm dia, 100 mm cenetr to center i.e. 41.64 Kg per Structure + 10% wastage = 41.64 + 4.16 = 45.80 Kg.i.e. 46 Kg= 4x46 = 184.00 Kg.
184
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(ii) Plain Cement Concrete (P.C.C.) 1:3:6 @ 0.18 m3 per Structure = 4x0.18 = 0.72 Cum.
0.72
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(iii) Reinforce Cement Concrete R.C.C.) 1:1.5:3 @ 1.26 Cum per Structure = 4x1.26 = 5.04 Cum
5.04
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(iii) M.S. Plate 500x500x10 mm for top & bottom of R.S.joists supports i.e. 2x20 = 40 kg =4x40= 160 kg
160
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(iv) M.S. 16 mm dia foundation Bolts with washers and nuts etc. @ 4.00 Kg per Structure = 4x4 = 16 Kg.
16
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BUS-BAR
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Prov. 33 KV Disc Insulator tension String complete (3 Nos. Disc in each String (Porcelain, BS, 12kV, 90 kN) including Dead End Clamps etc.)
6
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Prov.33 KV Pin insulator
9
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Prov. ACSR Conductor 200 mm2 (30/7/3.00 mm) Panther for Bus-bar & Jumpers i/c 10% wastage.
300
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Prov. PG/ T Clamps for Jumpering
20
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Prov. T-Connection
6
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EARTHING ( Equipment for 33 KV Outgoing Feeder)
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Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for each set of LA 's @ 20.00 mtrs each = 20x2x1.05 = 42.00 Mtrs.
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Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for Structure @ 20.00 mtrs each = 20x4x1.05 = 84.00 Mtrs.
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Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for 1 No. VCB & set of CT 's body earthing @ 10.00 mtrs each = 1x10x1.05 = 10.5 Mtrs.
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Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for each set of LA 's @ 20.00 mtrs each = 20x2x1.05 = 42.00 Mtrs.
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Sub-Total (a+b+c)= 42.00 +84.00+ 10.5+42.00 = 179x1.20 = 215 Kg
215
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Add welding of Risers and corrosion protection @ 5% of Sub-Total
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Prov. G.I. wire No. 6 SWG for screening etc.
25
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Prov. Eye block for screening
30
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Prov. Turnbuckle for screenig
30
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EARTHING ( Layout of Earthmat)
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Prov. M.S. Flat 50x6 mm for ground mat including 5% wastage & welding @ 2.4 Kg. /mtr. = 81.00x2.4 = 194.4 Kg
194.4
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Prov. 20 mm round, 3.00 mtrs long & weight @ 2.47 Kg./mtr = 03 Nos. Electrode= 10x3x2.47 = 74.100 Kg.
74
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Prov. G.I.pipe 50 mm dia with holes of 16 mm dia at 150 mm from centre to centre for 2.00 Mtrs. Distance from bottom
3
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Prov. M.S. Plate 150x150x6 mm for three connection = 3x1.13 =3.39 Kg
3.39
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Prov. Galvanized Nuts & Bolts of 16 mm dia , 50 mm long = 0.500x6 = 3.00 Kg.
3
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Prov. Chequred Plate cover 500x500x6mm i.e. 11.80 Kg.= 11.80x6 = 47.20 Kg
70.8
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Prov. Chemical Rod 50 mm dia alongwith chemical material from centre to centre for 2.00 Mtrs. Distance from bottom.
6
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OTHER EQUIPMENT:-
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33 KV Control & Relay (CR) Panel (33 KV Outgoing [Numerical Relay, IEC 61850]
Provided by HPSEBL Quantity 1 Unit Set
1
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36 Kv VCB (36 Kv, 1250A, 26.2 kA, outdoor Type
Provided by HPSEBL Quantity 1 Unit Set
1
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Prov. 36 KV Isolator (1250 A,25kA, with Earth Switch)
Provided by HPSEBL Quantity 1 Unit Set
1
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Prov. 36 KV Isolator (1250 A,25kA, without Earth Switch)
Provided by HPSEBL Quantity 1 Unit Set
3
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Prov. L.A./ Surge Arrester (30KV,10kA, Station Class, ZnO Porcelian)
Provided by HPSEBL Quantity 1 Unit Set
6
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Prov. 33 KV C.T.'s Multicore Multi ratio 200-100/1-1-1A Provided by HPSEBL Quantity 1 Unit Set
3
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Prov. 33 KV XLPE Cable Size 1x185 mm² (33 kV,1C) {with one spare cable =50m }
300
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CONTROL CABLE
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Prov.Multi strand Copper control cable of size 02x 2.50 mm2 for AC,DC supply
100
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Prov. Multi strand CopperCopper control cable of size 4x 2.50 mm2 for CT connection
100
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Prov. Multi strand CopperCopper control cable of size 12x 2.50 mm2 for C&R Panel
100
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(33 KV H.T Line on ST Pole)
-
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ST Pole with base plate 13.00 mtr long
50
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RCC Muff 2000 mm length with C.Concrete 1:2:4 filling
50
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ACSR Conductor 6/1/4.72(100mm2) (Dog) For 33 KV Line
Provided by HPSEBL Quantity 11964 Unit Mtr.
11964
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ACSR Conductor 6/1/4.72(100mm2) (Dog) For 11 KV Line
Provided by HPSEBL Quantity 9204 Unit Mtr.
9204
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G.I. 6 SWG for Earth wire for S/T Pole
1173
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33 KV Pin Insulator with Pin Hellically formed fitting ( Porcelain, 36 kV, 10 kN )
78
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Disc Insulator String (Strain) sets: 3 Nos. Disc in each String (Porcelain, BS, 12kV, 90 kN) including Dead End Clamps etc.
156
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11 KV Pin Insulator With Pin (Porcelain)
27
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Disc Insulator sets on dead and structure (Comprising 1 Nos. Disc:) (Porcelain, BS, 12kV, 90 kN) including Dead End Clamps etc.) 3 No. conductors)x (2 No. Sides)
15
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M.S. C.I. X-Arm (4000X100X50)6mm for Run Through & Dead Structure for 11 KV Line = 2x9x4000 =72000mm =72.0 Mtr
72
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M.S. C.I. X-Arm (4000X150X75)6mm for Run Through & Dead Structure.= 2x50x4000 =400000mm =400.0 Mtr
400
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M.S. A.I. Cross arm 4500x65x65x6 mm for guarding/Continuous earth wire across the road/nalla.= 1x25x4500 =112500mm =112.50 Mtr
112.5
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M.S. A.I. X-Bracing Set 2 (2700X50X50)6mm for Suspension & Dead End str.= 2x25x2700 =135000mm =135.000 Mtr
135
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Prov. Belt Set - MS Angle Iron: 65x65x6mm, Length: 2100x2= 2x25x2100 =105000mm =105.000 Mtr
105
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HT Stay Set i/c Guy Assembly with Helically Fitting complete in all respect
232
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Stay Wire (7/4.00 mm ) @9.0 Kg per Stay Set)
2088
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H.T. Earthing Set Complete
25
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Full Clamp M.S. Flat 50x6 mm
150
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Half Clamp M.S. Flat 50x6 mm
300
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Earth Hook bolt for Earth Wire
54
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Danger Plate (203x200x1.6 mm)
25
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Nuts & Bolts of various sizes ( Galvanised / Coated) ( Preferably 16ɸ or more with Flat & Spring Washers)
153
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Barbed Wire
250
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Aluminium Paint
100
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11 kV Double Circuit Line on Single Pole Structure( With HT AB Cable)
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Steel Tubular Poles with base plate (11 m, Working Load 227 kgf/m²)
39
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Muffs with Concerete filling
39
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AB Cable HT(3x120 mm2+95 mm2 (11 kV, 3C + Earth)
2151.2
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X-arm (Horizontal)- MS Channel (100x50x6 mm),Length[600 mm] for supporting AB Cable = 600*35=21000 mm=21 Mtr
21
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Angle Iron (50x50x6 mm) for Knee Bracing Set, Length (2x750) mmx2x35=52500 mm=52.5 Mtr
52.5
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11 KV Pin Insulator With Pin (Porcelain)
18
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X-arm Channel Iron(100x50x6 mm)Length:2800x4 Nos for Isolator at 6 Pole Str.=2.8x4x4=44.8 mtr Say 45 mtr
45
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X-arm Channel Iron(75x40x6 mm)Length:2800x4 Nos for Supporting DO fuse=2.8x4x4=44.8 mtr Say 45 mtr
45
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X-Bracing Set-MS Angle -Iron:50x50x6,Length [2125mmx2 No.]=2.125x2x6=25.5 mtr Say 26 mtr
26
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Belt Set-MS Angle Iron:50x50x6,Length [1500 mmx2 No.]=1.5x2x6=18 mtr
18
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Full Clamp (50x6 mm)
32
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Half Clamp(50x6 mm )
84
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Anchoring Assembly for HT
80
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Suspension Assembly for HT
40
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Facade Hooks for HT
80
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11 KV Cable termination Kits(3x120 mm sq.+95 mm sq.)(O/D Type)
36
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11 KV SMVT Connector
4
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HT Stay / Guy Arrangement
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Stay set complete in all respect
41
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Stay Wire (7/3.15 mm) (9.0 kg Per Stay Set)
369
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Earthing
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HT Earthing set complete
6
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Danger Plate (250X200X1.6 mm)
39
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Nuts & Bolts of various sizes ( Galvanised / Coated) ( Preferably 16ɸ or more with Flat & Spring Washers)
51
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Barbed Wire
78
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Aluminium Paint
82
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11 kV Isolator (12 kV, 1250 A, 25 kA, without Earth Switch, Outdoor)
4
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BOQ FOR CIVIL PART
Construction of Cable Trenche
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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.
94.5
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size)
7.09
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Centering and shuttering including strutting, propping etc. and removal of form for:
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Foundations, footings, bases of columns, etc. for mass concrete.
21
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
301
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size)
12.6
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
26.99
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
3730.7
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1704.41
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