Himachal Pradesh State Electricity Board Limited Tender
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Himachal Pradesh State Electricity Board Limited - HPSEBL Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date27 Nov 2024
Closing Soon5 Dec 2024
Tender Amount₹ 3,74,552
Costs
EMD
₹ 3,745Document Cost
₹ 560Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HPSEB_95872_1Tender No
NIT-74/2024-25Tender Authority
Himachal Pradesh State Electricity Board Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
LT Distribution Panel Box for 250KVA DTR with MCCB (400 Amp, 3P, 50kA-1 No. ICS 100% ICU & MCCB 250Amp 36 kA=3 Nos)
1
113461
113461.36
Cable:-
-
-
-
Supply of LT Cable 3.5 core 240mm2 i/c for (Incommer & Outcoming feeder) (LT cable shall be supplied by the HPSEBL Qty= 20 mtr)
-
-
-
Fittings and accessories :-
-
-
-
Supply of M.S. Hexagon Bolts and Nuts with washers conforming to ISI-1363-1992 off size
5
135
676.2
Supply of Aluminium Thimbles of various sizes
16
43
699.04
LT Switched Capacitors 81-KVAr for 250KVA (Rate per KVAr)
81
876
70982.73
Erection Part:-
-
-
-
Erection charges i.e Erection of DTR, LT box, MCCB switch, LT cable, Energy meter, Erection of jumper & Dismentling of old DTR and allied acessories (50% amount of erection of DTR) as per cost data 2023-24 Erection= 15917, Dismentlling =13667/2 = 6834 i.e. Total Labour charges = 15917+6834= 22751.00 & hydra charges for unloading of 250KVA DTR (L/S) =4000, Total= 22751+4000= 26751
1
31881
31881.84
DTR Plinth & Fencing
-
-
-
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 kind of soil.
6.51
182
1185.9
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)
0.53
5626
2999.15
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) .
7.7
7077
54509.98
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:2:4 (1 Cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
1.01
6331
6413.57
Centering and shuttering including strutting, propping etc. and removal of form for :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete.
2.34
230
538.55
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
14.58
437
6374.08
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.
385.1
81
31466.52
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm.
25.2
700
17647.31
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.
292.66
114
33436.41
Supplying and stacking at site:- Bajri Spreading of stone aggregate 20 mm thick.
1.31
1573
2061.46
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm.
1
184
184.06
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm.
1
34
34.45
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