Himachal Pradesh State Electricity Board Limited Tender
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Himachal Pradesh State Electricity Board Limited - HPSEBL Tender
Eprocure
Opening Date5 May 2021
Closing Date19 May 2021
Tender AmountRefer Documents
Costs
EMD
₹ 2,72,118Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HPSEB_47130_1Bid Award Id
ViewTender No
NIT-04 2021-22Tender Authority
Himachal Pradesh State Electricity Board Limited ViewPurchaser Address
-Website
http://www.hpseb.in
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Documents
BOQ Items
3x185 mm2 (XLPE(11 kV, 3C, Al, Armoured))
60
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Heat Shrinkable Termination Kit 3x185 mm2 Outdoor
4
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Tapping of 11 KV Line for Stage-II.
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11 KV Auto Recloser (15.5 kV, 630 A, 12.5KA)(interruption: Vaccum, Insulation: Solid Dielectric, with C/R Panel and without Communication) etc
1
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11 KV Isolator(630 A, 25 KA, with ES)
1
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Surge Arrester, 9 kV, 5 KA Station Class (Porcelain Type)
3
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Installation of 33 KV VCB & Metering Equipment at 33/11 KV, 2x1.6 MVA Sub-Station at Jhabola
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33 KV Tapping Structure
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Prov. 36 KV ,1250 Amp. 25 KA breakng capacity outdoor type, Vacuum Circuit Breaker suitable for 3 phase auto re-closing complete with operating mechanism, auxiliary switches interlock control cabinets, multicore cables, terminal connectors, accessories etc. for above circuit breakers.
2
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33 KV C&R Feeder panel with auto reclosing relay.
2
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1250 Amps, 33 KV Isolator double break with earth blade
2
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1250 Amps, 33 KV Isolator double break without earth blade
2
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33 kV LA /Surge Arrester (30 kV, 10KA, Station class, ZnO, Porcelain)
6
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33 KV CT Ratio 400-200/1-1-1 A, for main incomer
6
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33 kV Potential Transformer (33 kV/110 V, 1Φ, Multi-Core, Outdoor), (1No. per Φ)
3
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2x2.5 mm² control cable
120
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4x2.5 mm² control cable
90
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12x2.5 mm² control cable
45
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Superstructure and Bus Bar
-
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SUPER STRUCTURE
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(a) R.S. Joists, size 12,800x250x125 mm 8 supports i.e. (8x12.8x37.3)=3819.52 kg say 3.81 MT
3.81
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(b) M.S. 16 mm dia foundation Bolts with washers and nuts etc. @ 4.00 Kg per Structure = 8x4 = 32.00 Kg.
32
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(c) M.S. channel Iron 125x65 mm, X-arm @13.1 kg/m at
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(i) 11 Mtr. long = 4 No. = 11x4 = 44 Mtrs.
-
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(ii) 5.5 Mtr. long =28 No. =5.5x28 = 154 Mtrs.
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(ii) 0.750 Mtr. long = 16 No. = 16x0.750 = 12 Mtrs.
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Total = 44+154+12 = 210 Mtrs.
210
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(g) Nuts & Bolts with Washers off sizes
20
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BUS-BAR
-
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(i) 3 disc insulators tension string complete with fitting for 33 KV Line
39
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(iii) ACSR conductor 150 mm² at 10 % wastage
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(8x4.5+1x3.5)x3x1.1=130.35 say 130 m
130.35
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For jumpers at 2 m average
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15 sets I.e. 2x3x25x1.1=165 m
99
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(iv) Tee connections
24
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(v) PG clamps
44
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EARTHING
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EARTHING ( Layout of Earthmat for 33/11 KV Sub-Station with 02 Nos. Power Tfr.)
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(i) M.S. Flat 50x6 mm for ground mat including 5% wastage & weighting 2.40 Kg/mtr (31x15+9x5) x1.05 = 535.50 Mtrs.= 535.50x2.40 = 1285.20 Kg say 1.285 MT.
1.29
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(ii) Earthing pipe Electrode
8
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(iii) M.S. Plates 150x150x6 mm for two connections @ 1.13 Kg = 1.13x16 = 18.08 kg.
18.08
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(iv) M.S. Flat 50x6 mm for connection with mat to mat @ 4.80 Kg = 4.80x16 = 76.80 Kg.
76.8
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(v) Nuts & Bolts galvanized 16 mm dia, 50 mm long @ 0.500 Kg = 0.500x16 = 8.00 Kg.
8
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(vi) Chequred Plate cover 500x500x6 mm i.e. 11.80 Kg = 11.80x16 = 188.80 Kg.
188.8
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iii) 20 mm round, 3.00 Mtrs. long & weighting 2.47 Kg./mtr 10 Nos. Electrode = 10x3x2.47 = 74.10 Kg.
74
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Earthing of 33 KV yard & equipment & 22 KV or 11KV panels M.S. flat 50x6 mm,weight 2.4 kg/mtr At 5% wastage:-
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(i) For 3 Sets of LA's at 4.20 Mtr each 4.2 x1.05 = 8.82*2=17.64 Mtr.
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(ii) For 8 Nos.33 KV Super Structure at 11.50 Mtr each =8x11.50x1.05 =96.66 Mtrs.
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(iii) For 2 Nos. VCB & CT body earthing at 10 Mtrs Each (2x10)x1.05= 21 Mtrs.
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Total (i + ii + iii ) = 135.24 Mtrs, i.e. 135 Mtrs x 2.40 = 324 K.g =0.324 MT
0.32
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(vi) GI wire No. 6 SWG for screening etc.
28
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(vii) Eye block for screening
15
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(viii) Turnbuckle for Screening
8
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Replacement of Bare Conductor with AB Cable at 33 KV Jhabola S/Stn
-
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11 KV AB Cable 3x120+95 mm2
120
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Heat Shrinkable Termination Kit 3x95+70 mm2 Out-door type
4
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33KV CT Foundations
-
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33KV CT Foundations
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
23.04
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
1.15
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P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
-
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(a) Foundation footing bases of clumns and the like.
8.82
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Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
440.89
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
37.02
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33KV VCB Foundations
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
21.84
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
1.04
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P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
-
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(a) Foundation footing bases of columns and the like.
8.06
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Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
402.75
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
25.2
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Cable Trenches with R.C.C. Covers
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. (PW/JW 50%.)
66.46
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth:
4.07
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Providing and laying cement concrete 1:1.5:3 (1 cement :1.5: Sand : 3 graded stone aggregate 20 mm nominal size and curing complete excluding cost of form work in Foundation and plinth
31.98
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Steel work welded in built up section trusses and framed work including cutting hoisting fixing in position and applying a priming coat of real lead paint in single sections completed of rolled steel
6.22
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Providing mild steel/tor steel reinforcement for R.C.C work including bending, binding and placing in position complete up to floor two level.
2462.25
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Painting two coat (excluding priming cost on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt,dust and other foregin matters
23.88
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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, shuutering, 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 insitu-reinforced concrete & plain concrete work in: Foundation, footings basis of columns etc. and mass concrete.
230.45
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R.S Joist foundation
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
34.63
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Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
1.09
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P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
-
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(a) Foundation footing bases of clumns and the like.
10.1
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Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
333.12
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Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
54.08
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Wooven mesh fencing around 33/11KV Sub-Station at Jhabola
-
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Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ) 50% each
5.83
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Providing and laying Cement concrete 1:2:4(1Cement:2 Sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work foundation and plinth
5.83
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Steel work in single section i/c cutting, hoisting, fixing in position and applying a priming coat of red paint in R.S. joists, channels, angles etc.
13.05
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Supply and fixing wovenplane G I wire fencing of mesh 50mm to 150mm to any type of standard rails, straining bolts.etc. including provision of binding wire staples etc.
120.6
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P/F M.S pressed butt hinges with necessary screws -75 x 47 x 1.70mm
6
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Providing & fixing oxidized M.S. sliding door bolt with bolts and nuts, screws etc. complete (Size 250x16mm)
2
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Yard Aggregate
-
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Excavation in foundation trenches etc.in earth workleft upto 1.5 mtrs stucing the excavation & oil level disposal of all excavation earth upto 20 mtrs level- pick work
32.4
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Providing and filling of course sand layer in 5 cm thickness in 33/11 KV Yard & capicitor Bank of Sub-Stn. Namhol i/c supplying loading unloading complete
10.8
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Spreading of 10 cm thick top layer of crushed hard stone aggregate 20 mm nomonal size i/c supplying loading unloading complete
21.6
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Providing & sprinkling of medicine CRAMOXONE to reduce the groth of grass ex reduce the huge quantity of grass
4
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Fire protection wall for 33KV sub station
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
13.12
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-
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
0.73
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-
P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
-
-
-
(a) Foundation footing bases of columns and the like.
5.29
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-
Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
529.29
-
-
Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any thickness) partilines and the like
2.85
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-
1.6 MVATransformer foundation
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
19.25
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-
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
1.93
-
-
P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete excluding cost of form work and reinforcement for RCC work.
-
-
-
(a) Foundation footing bases of clumns and the like.
33.4
-
-
Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
1669.95
-
-
Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
33.27
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-
Steel work welded in built up section trusses and framed work inclduing cutting hoisting fixing in position and applying a priming coat of real lead paint in beams joists channels angles teen flates with connecting plates or angle cleats in mair and cross beams hips etc.
0.85
-
-
Dismantling R.C.C. Transformer foundation
-
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Demolition below G.L upto 1.50 metres depth including stacking of serviceable materials and disposal of unserviceable materials within 20 metres lead and including cutting the neceesary reinforcement and separating from R.C.C./R.B. work.
6.75
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-
Construction of Oil sump
-
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Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.
10.94
-
-
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.
0.43
-
-
P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete ecluding cost of form work and reinforcement for RCC work.
-
-
-
(a) Foundation footing bases of columns and the like.
5.2
-
-
Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.
259.82
-
-
Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like
32.4
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-
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