Himachal Pradesh State Electricity Board Limited Tender
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Himachal Pradesh State Electricity Board Limited - HPSEBL Tender
Electrical and Electronics
Eprocure
Opening Date10 Feb 2025
Closing Date17 Feb 2025
Tender Amount₹ 3,87,338
Costs
EMD
₹ 3,873Document Cost
₹ 560Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HPSEB_99683_1Tender No
NIT-112/2024-25Tender 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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LT Distribution Panel Box with MCCB for 250 KVA DTR( Broad specification:- MS Sheet of 1.6 mm (1100x800x275 mm) cubide Boxcomplete withstand etc and AlBusbar 40x6 mm(min. 100 Amp ) ,AI 50X50X6 mm oflength 2.2 Mtrinside .painted/powder coatedafter primarcoating) Minor Spec (opt) :- With CoppPerthimbles of 200 Amp,Insulating sleevesetc. MCCB 400 amp3P 50kA -1 No. ICS100 % ICU & MCCB
250 Amp 36 kA =3nos
1
113461
113461.36
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Cable:-
-
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-
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Supply of LT Cable (3.5 core) 185 mm2 (LT cable shall be supplied by the HPSEBL Qty= 70 m)
-
-
-
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Fittings and accessories :-
-
-
-
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Supply of M.S. Hexagon Bolts and Nuts with washers conforming to ISI-1363-1992 off size
5
135
676.2
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Supply of Aluminium Thimbles
16
43
699.04
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Copper thimble
4
771
3087.6
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LT Switched Capacitors 81-KVAr for 250KVA (Rate per KVAr)
36
876
31547.88
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Erection Part:-
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-
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Erection charges i.e (Erection of 250 kVA Transformer, LT Box, Cable, and Energy Meter), Erection of jumper & Dismentling of old DTR and allied acessories ( 50% amount of erection of DTR) As per Final Cost Data 2023-24 Erection=(15917+ 2494=18411) Dismentalling=18411/2=9205.5 i.e TOTAL LABOUR CHARGES =18411+9205.5=27616.5 & hydra charge for unloading of 250KVA DTR (L/S)=6000 Total =27616.5+6000= 33616.5
1
40063
40063.55
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Civil Part (Chain link & Fencing):-
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-
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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
250
1015.5
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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 :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size).
0.56
5269
2950.64
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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
7077
14628.16
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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.
90.16
819
73913.17
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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.
502.58
114
57293.66
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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
84
1417.83
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Supplying and stacking at site:- Shingla
Spreading of stone aggregate 20 mm thick.
1.63
1200
1952.4
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Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm.
2
184
368.2
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Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm.
2
34
69
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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
697
2008.51
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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
131
5838.6
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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
5319
36345.41
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