Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.4 LAccepted-AOC V P O KARSOG TEHSIL KARSOG DISTT MANDI HP | KARSOG | MANDI | HIMACHAL PRADESH | ₹6.4 L | L-1 | Accepted-AOC Found Lowest as compare to other bidder |
| 2 | L-2₹6.9 L+₹43,738.59 (6.79%)Rejected-Finance | ₹6.9 L+₹43,738.59 (6.79%) | L-2 | Rejected-Finance Higher rate quoted |
| 3 | L-3₹6.9 L+₹46,997.51 (7.30%)Rejected-Finance NEAR NEW BUS STAND ANNI DISTT KULLU H P | ANNI | KULLU | HIMACHAL PRADESH | ₹6.9 L+₹46,997.51 (7.30%) | L-3 | Rejected-Finance Higher rate quoted |
| 4 | L-4₹6.9 L+₹47,208.15 (7.33%)Rejected-Finance | ₹6.9 L+₹47,208.15 (7.33%) | L-4 | Rejected-Finance Higher rate quoted |
Tender Value
₹7.5 L
EMD Value
₹18,732
Closing Date
17 Jan 2022, 11:00 amClosed
Sr. Executive Engineer
Electrical Division HPSEBL Karsog
Tender for Shifting of 63kVA Sub-Station Sarahan in Ashla Section to be shifted to the center of load under Electrical Sub-Division HPSEBL Chhatri. T.S. No. 96/2021-22 Sub Head Erection of 63kVA SubStation , 22kV HT line and LT line.
2021_HPSEB_55165_1
184619/2021-22-5563-69
Open Tender
Supply and Erection
Item Rate
60 days
Chhatri
please refer tender document
10 documents required · 10 mandatory
₹1,180
₹18,732
9 Feb 2022
30 Dec 2021
17 Jan 2022
30 Dec 2021
17 Jan 2022
30 Dec 2021
Erection of 63KVA ,22/.4 KV Sub-Station .
Excavation of earth in all kinds of soil for pole pits (size1800 x1200 x 1500mm), stay set pit (size 900 x700 x 1900mm) ,Earthing set pit (2 Mtr. Dia &3 Mtr. Depth), drilling of holes in poles and x-arms, preparation of plateform, structure members, CI/AI x-arms , erection of double poles with RCC muff with concrete filling, erection of plateform for transformer, x-arms, G O switch, dropout fuse unit, lightening arrestor, etc., erection of stay set, erection of 63 KVA, 22/.4kV transformer,LT Panel box, LT cable, Trivector meter, filling and ramming of pits, erection of jumpers, LT earthing and fixing of barbed wire and painting of sub-station structure(Duoble coat) complete in all respect as directed by Engineer-in charge .
Mannual carriage of 63 KVA, 22/.4 KV transformer alongwith allied material for an average lead of 0.100 KM from road head to site of work. (Rate to be quoted for 1 kM lead only)
Erection of 22kV HT Line
Erection of HT steel tubular pole 9/11 mtr. Long(Double pole structure):- Excavation of earth in all kinds of soil for making two numbers pits of size (1.8x1x1x)M each, suitable for installing STP 11 mtr long, erection of S.T.P 11 M long with RCC muff in the excavated pit, refilling of pit with excavated soil including watering and ramming etc. as required, disposing off surplus soil at the dumping site of local bodies, fixing of M.S clamps , stay clamps, stay wire, M.S channel cross arms, AI bracings,barbed wire, danger plats, isulators, nut & bolts,continuous earth wire with MS clamps, including drilling,bending welding etc.as required, filling of RCC muff with Cement concrete in ratio 1:2:4 (1cement:2 sand :4 concrete 20mm nominal size) from bottom to top painting of all steel parts and STP with two coats of aluminium paint superior grade and fixing of any other item required to complete the job, as per standard practice of HPSEBL/REC, as per the direction of Engineer-in -charge
Erection of HT steel tubular pole 9/11 mtr. Long Single Pole structure):- Excavation of earth in all kinds of soil for making pits of size (1.8x1x1x) mtr. suitable for installing S.T.P. 11 M long, erection of S.T.P 11 M long with RCC muff in the excavated pit refilling of pit with excavated soil including watering and ramming etc. as required, disposing off surplus soil at the dumping site & local bodies, fixing of M.S clamps , stay clamps, stay wire,M.S channel cross arms,AI bracing,barbed wire danger plats, isulators nut & bolts including drilling,bending welding etc.as required, filling of RCC muffwith Cement concrete in ratio 1:2:4 (1cement:2 sand :4 concrete 20mm nominal size) from bottom to top painting of all steel parts and STP with two coats of aluminium paint A grade fixing of any other item required to complete the job, as per standard practice of HPSEBL as per the direction of Engineering in charges.
Erection of HT stay set :- Excavation of earth in all kinds of soil foor making stay pit of size 1.2x1x1M, fixing of HT stay set ,nozelling and tightening of stay wire complete, refilling of pit with excavated soil including watering and rammining of soil,disposing off all surplus soil at dumping site of local bodies, fixing of any other material required to complete the job, complete in all respects as per standard practice of HPSEBL and as per satisfaction & direction of Engineer in Charges, complete in all respect.
Erection of HT earthing Set:- Excavation of earth in all kinds of soil for making pits of size (2.5x1x1mtr) fixing of HT earthing set with GI wire in pit refilling of pit with alternate layer of charcoal 40 Kg, salt 40Kg and soft soil, including ramming watering etc. as required, disposing of surplus soil at dumping site of local bodies, earthing of structure and allied material such as stay wire, isolators channels etc. with GI wire 6 SWG and P/fixing any otherpetty Items to complete the job as per satisfaction & direction of Engineer in Charges, complete in all respect.
Fixing of Jumper
Laying, stringing and sgging of ACSR 6/1/2.59 mm(30 mm) of 22 KV HT line:- Unrolling, laying of conductor, stringing and sagging, binding with insulator,jumpering etc, as required as per satisfaction & direction of Engineer in Charges, complete in all respect.(Rate to be quoted per Km line)0.090*3=0.270
Laying, stringing and sgging of G.I. earth wire(2wire) of 22 KV HT line:- Unrolling, laying of GIwire 8SWG, stringing and sagging, binding with insulator,jumpering etc, as required as per satisfaction & direction of Engineer in Charges, as per standard practice of HPSEBL & REC. complete in all respect (Rate to be quoted per Km line)
Manual carriage charges of poles conductors etc to be provided by HPSEBL from Road Head to Site of Work for an Average lead 1.00 Km. AVERAGE LEAD - 0.600 Kms.
Erection of LT line
Erection of LT steel tubular pole 9 mtr. Long: - Excavation of earth in all kinds of soil for making pits of size 1.2x1x1x1 M suitable for installing STP 9 mtr long, erection of STP 9 meter long with RCC muff in the excavated pit, refilling of pit with excavated soil including watering and ramming etc. as required disposing off surplus soil at the dumping site of local bodies, fixing of M.S clamps , stay clamps, stay wire,M.S angel LT cross arms, insulators, nut & bolts including drilling,bending welding etc.as required, filling of RCC muffwith Cement concrete in ratio 1:2:4 (1cement:2 sand :4 concrete 20mm nominal size) from bottom to top, painting of all steel parts and STP with two coats of aluminium paint A grade, fixing of any other item required to complete the job, as per standard practice of HPSEBL and as per the direction of Engineering in charges.
Stay set(LT):- Digging of pit(0.8x1.2x1.35m),fixing of stay rod, filling and ramming of pit, nozzelling and tightening, . complete in all respect.
Earthing set(LT):- Digging of pit (0.8x1.2x1.5m),fixing of G.I wire to earth system, filling and ramming of pit, etc. complete in all respect.
Laying, stringing and sagging of ACSR 6/1/3.35mm, of 3 Ø LT line and 1 wire for Netural :-Laying of conductor, stringing and sagging, binding with insulator, making jumpers on dead poles etc. complete in all respect.
Laying, stringing and sagging of G.I. earth 8 SWG (1wire) :-Laying of GI wire, stringing and sagging complete in all respect.
Mannual carriage of LT line material for an average lead of 0.100Km. from road head to site of work Qty 0.200x0.050=0.010Km
Dismantalling of 63 KVA 22/0.4 KV s/stn along with assesories , disamantalling of 22 KV HT Line with allied fitting , carriage from site to Section store complete in all respects
Supply Part of 22 kV HT Line
Providing RCC Muff 2000 mm with C.C. 1:2:4 (1 cement :2 sand : 4 aggregate 20 mm)
Prov. M.S.C.I. X-Arm (100x50x6 mm),Length 1800 mm
Prov. M.S.C.I. X-Arm (100x50x6 mm),Length 2800 mm
Prov. C.I. X-Arm (75X40x6 mm) length 2800 mm
Prov. C.I. X-Arm (100X50x6 mm) length 460 mm
Prov. M.S. A.I X Arm (50x50x6 mm) Length 2100 mm
Prov. M.S. A.I X Arm (50x50x6 mm) Length 2800 mm
Prov. M.S. A.I X Arm (50x50x6 mm) Length 3000 mm
M.S. Angle Iron (50X50X5 mm), Length: 2800 X 4 Nos.
M.S. Angle Iron (35X35X5 mm), Length: 460 X 2 Nos.
Prov. G.O. AB Switch Unit ( 22 kV, 400A, 25kV)
Prov. D.O.Fuse Unit
Prov. Surge Arrester, 18 kV Station Class (Porcilain Type) L.A.
Prov. Stay Set complete
Prov. Stay Wire 7/3.15 mm ( @ 9.0 kg Per Stay Set)
Prov. Pipe Earthing
Prov. LT Distribution Panel Box with MCCB (40A, 25kA, 4P, 1No.) and SFU (16A, 4 No., rewirable)
Prov. Half Clamp with Nuts & Bolts (M.S. Flat 50X6 mm)
Prov. M.S. Nuts and Bolts of various sizes (galvanised/ Coated) (Preferably 16 mm ɸ or more (With Flat & Spring Washers))
Prov. Aluminium. Thimble
Prov. Aluminium. Thimble
Prov. Danger Plate
Prov. L.T Switched Capacitors 9 -KVAr for 63 KVA (rate per KVAr)
Prov. Chain Link Kencing, Angle Iron, Gate etc. for transformer Fencing. ( As per HPSR )
Prov. G.I.No. 6/ 8 SWG for Earth wire for S/T Pole
Prov. 22 kV Disc Insulator set (Comprising 1 No. Disc. (Porcilain, BS, 12kV,90kN) i/c Dead End Clamps etc.)
Prov. 22 KV Pin Insulator with Pin Hellically formed fitting (Porcelain, 12kV, 10kN)
Prov. A.I Knee Bracing set (50x50x5mm), Length (2x850) for Single Pole = 850 x 2
Prov. Belt Set (X-Bracing Set)M S A. Iron (50x50x5mm) Length:1500x2
Prov. Belt Set (X-Bracing Set)M S A. Iron(50x50x5mm) Length: 2700x2
Prov. HT earthing for PCC/ ST pole
Prov. Full Clamp with nuts & bolts M.S. Flat 50x6 mm
Prov. Pole Top Clamp/Bracket with nusts & bolts M.S .Flat-do-
Prov. Earth Hook for Earth Wire
Prov. Barbed Wire
Prov. Alluminium Paint
Prov. Shackle Insulator
Prov. D-Iron
Prov. L.T Stay Set
Prov. Stay Wire 7/3.15 mm (@6.0 kg per stay set)
Prov. Egg Insulator i/c Starp for Egg Insulator
Prov. Eye hook bolts
Prov. L.T. Earthing
Prov Full Clamps [ 2 No for A.I + 1 No for Stay Set]
M/s M.S. Electrical and Engineering works
SUNEEL THAKUR ELECTRICAL
Sai Bholey Consultancy
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .