Himachal Pradesh State Electricity Board Limited Tender
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Himachal Pradesh State Electricity Board Limited - HPSEBL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Feb 2023
Closing Date13 Feb 2023
Tender Amount₹ 5,80,237
Costs
EMD
₹ 5,810Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HPSEB_68194_1Bid Award Id
ViewTender No
HPSEBL/EDM/NIT-05/2022-23Tender Authority
Himachal Pradesh State Electricity Board Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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Poles & Conductor:-
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Insulators:-
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Cable:-
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Supply of LT Cable 240 mm2 PVC (1.1kV,3.5 C, Al, Un-Armour)
15
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Supply of control cable 2.5mm2 PVC(1.2KV, 12C,HT FRLS, CU, Un-screen)
15
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Fittings and accessories :-
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Stay Sets:-
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Stay Wire:-
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EARTHING:-
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Supply of Earthing set suitable for HT line made of GI pipe 40 mm dia (internal dia) wall thickness 3.25 mm medium quality pipe of standard make conforming to IS: specifications 2500 mm long with GI Socket closed at top pipe shall have holes of 12 mm dia every 150 mm apart throughout the length and staggered diameterically. Full clamps of MS Flat 40x3 mm fitted at top end of the pipe along with bolts and nuts size 50x12 mm and washers for fixing the clamp on the pipe. The bottom end of the pipe shall be tapered cut at 45 degree.
3
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Supply of MS Channel 100x50x6 mm Cross Arm: Fabrication and supply of Cross arms suitable for 11 KV made of only TATA/SAIL/RASHTRIYA ISPAT M.S. Channel Iron 100x50x6 mm Cross Arm, suitable for fixing on both Steel and PCC Poles whatever is required single/double pole structure of 11KV line with holes at suitable places wherever required to adjust 5/8” dia nuts and bolts, pin insulators, ball cleaves, eye socket and washers. The weight of MS channel should be strictly 9.56 Kg per meter with a variation of +/-5%. The Cross Arm should be duly painted with two coat red oxide paint of superior quality:
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2800 mm long
2
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Supply of MS Channel 75x40x6 mm Cross Arm: Fabrication and supply of Cross arms suitable for 11 KV made of only TATA/SAIL/RASHTRIYA ISPAT M.S. Channel Iron 75x40x6 mm Cross Arm, suitable for fixing on both Steel and PCC Poles whatever is required single/double pole structure of 11KV line with holes at suitable places wherever required to adjust 5/8” dia nuts and bolts for supporting GO Switch / DO Fuse units. The weight of MS channel should be strictly 7.14 Kg per meter with a variation of +/-5%. The Cross Arm should be duly painted with two coat red oxide paint of superior quality:
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Supply of MS Angle Iron 50x50x6 mm :Fabrication and supply of members made of only TATA/SAIL/RASHTRIYA ISPAT M.S. Angle Iron 50x50x6 mm, suitable for fixing on Steel double pole structure of 11KV structures with holes at suitable places wherever required to adjust 5/8” dia nuts and bolts. The weight of MS Angle Iron should be 4.5 Kg per meter with a variation of +/-5%. The member should be duly painted with two coat red oxide paint of superior quality:
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2800 mm for CTPT unit belting & knee bracing
2
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Supply of MS Angle Iron 35x35x6 mm :Fabrication and supply of members made of only TATA/SAIL/RASHTRIYA ISPAT M.S. Angle Iron 35x35x6 mm, suitable for fixing on 11kV Steel double pole structure with holes at suitable places wherever required to adjust 5/8” dia nuts and bolts. The weight of MS Angle Iron should be 2.5 Kg per meter with a variation of +/-5%. The member should be duly painted with two coat red oxide paint of superior quality:
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460 mm for CTPT unit belting & knee bracing
2
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Supply of M.S. Hexagon Bolts and Nuts with washers conforming to ISI-1363-1992 off size
10
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Supply of Aluminium Thimbles suitable for LT cable 120mm2
12
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Supply of Aluminium Paint & Red Oxide for all poles and steel fitting
4
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Prov. G.I. Pipe Bend.
2
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Prov. G.I. Glands
2
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Prov. G.I. Pipe 1½ dia.
2
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Erection Part:-
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Dismantling of 25 KVA DTR
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Dismantling of LT Cable & Electronic meter etc.
1
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Erection of 250KVA DTR (with the help of hydra )
1
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Erection of MCCB LT box, Energy meter and cable
1
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Erection of switched capacitors Bank 415V, 81kVAr for 250KVA
1
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Erection of Earthing set (Digging of pit, fixing of GI wire to the earth system & filling of pit)
3
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Civil Works (Foundation of DTRs) :-
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Ordinary rock.
4.06
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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 :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size).
0.56
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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) .
2.07
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Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
45.08
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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.
504.08
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15 mm cement plaster on rough side of single or half brick wall of mix:-Cement mortar 1:4 (1 cement : 4 fine sand).
16.7
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Supplying and stacking at site:- Shingla
Spreading of stone aggregate 20 mm thick.
2.44
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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm.
1
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm.
1
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand).
2.88
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Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls.
44.4
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand).
6.83
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