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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L I₹47.3 LAccepted-AOC | L I | Accepted-AOC Award | |
| 2 | L II₹48.0 LRejected-AOC CHIEF ENGINEER OP KANGRA ZONE HPSEBL DHARAMSHALA | KANGRA | HIMACHAL PRADESH | 175013 | L II | Rejected-AOC Not award | |
| 3 | L III₹49.3 LRejected-AOC 25 INDUSTRIAL AREA PHASE II NAGROTA BAGWAN DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | L III | Rejected-AOC Not award | |
| 4 | L IV₹52.5 LRejected-AOC VILL BHAI PO DAULATPUR TEH AND DISTRICT KANGRA 176031 | KANGRA | KANGRA | HIMACHAL PRADESH | 176031 | L IV | Rejected-AOC Not award |
Tender Value
₹53.7 L
EMD Value
₹1.3 L
Closing Date
20 Nov 2021, 2:00 pmClosed
SE Kangra
SE (OP) Circle , HPSEBL ., Kangra
Electrical works
2021_HPSEB_53502_1
SEOP 21/2021-22
Open Tender
Electrical Works
Turn-key
90 days
Kangra
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
₹1.3 L
16 Dec 2021
12 Nov 2021
22 Nov 2021
12 Nov 2021
20 Nov 2021
12 Nov 2021
Amount
HT Line of stage-I
Prov. ST Pole 9 Mtr. Long W/L 200 kg
Prov. RCC Muff of 2000 mm length
Prov. C.I. X-Arm for GO switch & DO fuse unit 2800x100x50mm(6 Nos.)
Prov. C.I. X-Arm for Single Pole Structure 1500x100x50mm(13 Nos.)
Prov. C.I. X-Arm for Double Pole Structure 2400x100x50mm(38 Nos.)
Prov. AI Knee Bracing Set 2*(750*50*50) mm for single pole
Prov. X-Bracing Setoff size 2(2700x50x50x6mm ) + (1500x50x50mm) for double pole
Prov. Disc insulator set with helically formed fitting i.e Dead end Clamp & Ball Cleave Socket
Prov. Pin Insulaters
Prov. G.O.Switch 400 A
Prov. Barbed Wire
Prov. D.O.Fuse
Prov. HT Stay Set complete fitting
Prov. Stay Wire 7/3.15 mm ( @ 6.0 kg Per Stay Set)
Prov. Coil Earthing set for Steel Pole i.e pipe 40 mm Dia,3000 mm long with Base plate .
Prov. Danger Plate(250X200X1.6 mm)
Prov. M.S. Nuts and Bolts (Off Sizes)
Prov. Full Clump
Prov. Half Clump
Prov. Aluminium Paint
Prov.AAA Cond.7/4.26 mm
Prov. GI wire 8SWG
HT Line of stage-II
Prov. ST Pole 9 Mtr. Long W/L 200 kg
Prov. RCC Muff of 2000 mm length
Prov. C.I. X-Arm for GO switch & DO fuse unit 2800x100x50mm(6 Nos.)
Prov. C.I. X-Arm for Single Pole Structure 1500x100x50mm(13 Nos.)
Prov. C.I. X-Arm for Double Pole Structure 2400x100x50mm(38 Nos.)
Prov. AI Knee Bracing Set 2*(750*50*50) mm for single pole
Prov. X-Bracing Setoff size 2(2700x50x50x6mm ) + (1500x50x50mm) for double pole
Prov. Disc insulator set with helically formed fitting i.e Dead end Clamp & Ball Cleave Socket
Prov. Pin Insulaters
Prov. G.O.Switch 400 A
Prov. Barbed Wire
Prov. D.O.Fuse
Prov. HT Stay Set complete fitting
Prov. Stay Wire 7/3.15 mm ( @ 6.0 kg Per Stay Set)
Prov. Coil Earthing set for Steel Pole i.e pipe 40 mm Dia,3000 mm long with Base plate .
Prov. Danger Plate(250X200X1.6 mm)
Prov. M.S. Nuts and Bolts (Off Sizes)
Prov. Full Clump
Prov. Half Clump
Prov. Aluminium Paint
Prov.AAA Cond.7/4.26 mm
Prov. GI wire 8SWG
Recond. of HT Line
Prov. ST Pole 9 Mtr. Long W/L 200 kg
Prov. RCC Muff of 2000 mm length
Prov. C.I. X-Arm for GO switch & DO fuse unit 2800x100x50mm(6 Nos.)
Prov. C.I. X-Arm for Single Pole Structure 1500x100x50mm(13 Nos.)
Prov. C.I. X-Arm for Double Pole Structure 2400x100x50mm(38 Nos.)
Prov. AI Knee Bracing Set 2*(750*50*50) mm for single pole
Prov. X-Bracing Setoff size 2(2700x50x50x6mm ) + (1500x50x50mm) for double pole
Prov. Disc insulator set with helically formed fitting i.e Deadinf Clamp & Ball Cleave Socket
Prov. Pin Insulaters
Prov. G.O.Switch 400 A
Prov. Barbed Wire
Prov. D.O.Fuse
Prov. HT Stay Set complete fitting
Prov. Stay Wire 7/3.15 mm ( @ 6.0 kg Per Stay Set)
Prov. Coil Earthing set for Steel Pole i.e pipe 40 mm Dia,3000 mm long with Base plate .
Prov. Danger Plate(250X200X1.6 mm)
Prov. M.S. Nuts and Bolts (Off Sizes)
Prov. Full Clump
Prov. Half Clump
Prov. Aluminium Paint
Prov.AAA Cond.7/4.26 mm
Prov. GI wire 8SWG
Prov. Eye hook bolt
Dismentalment Charges
250 KVA S/Stn
Prov. 11/0.4 kV,250 KVA Distribution Transformer
Prov. S/T Pole 9Mtr. W/L200 kg
Prov. RCC Muff of 2000 mm length
Prov. C.I. X-Arm (2800X100X50 mm) for Transformer base
Prov. C.I (460X100X50 mm) for supporting Main Channel of T/F and GO Switch (3Nos.)
Prov. Transformer Belting
I) A.I (2800X50X50 mm)
II) A.I (460X35X35 mm)
Prov. C.I. for Fuse Unit/AB Switch &CT/PT unit(2800X75X40 mm) 6 Nos.
Prov. A.I X Arm for Lightning Arrestor & distribution panel box (3x2800X50X50 mm)
Prov. G.O.Switch 400 A
Prov. D.O.Fuse
Prov. Lightning Arrestors
Prov. Disc Insulator Fitting
Prov. Stay Set complete
Prov. Stay Wire 7/3.15 mm ( @ 6.0 kg Per Stay Set)
Prov. AAAC 7/3.15mm for eathing
Prov. Pipe Earthing
Prov. LT Distribution Panel Box with ACB(630A,50KA,4P,1No.) &SFU(100A,9No.rewirable)
Prov. Half Clamp (M.S. Flat 50X6 mm)
Prov. Full Clamp (M.S. Flat 50X6 mm)
Prov. M.S. Nuts and Bolts (Off Sizes)
Prov. aluminum Thimble
Prov. aluminum Thimble
Prov. Lead-Tin Solder (60:40)
Prov. Solder Flux
Prov. Danger Plate
Prov. Barbed Wire
Prov. LT Cable Aluminum 305 core, 185mm2
Prov. Shackle insulator for earthing
Prov. CT/PT combined unit with energy meter 100/5 Amp.
Prov. Control cable(12 core).
Prov. Aluminium Paint.
400 KVA S/Stn
Prov. 11/0.4 kV,400 KVA Distribution Transformer
Prov. S/T Pole 9Mtr. W/L200 kg
Prov. RCC Muff of 2000 mm length
Prov. C.I. X-Arm (2800X100X50 mm) for Transformer base
Prov. C.I (460X100X50 mm) for supporting Main Channel of T/F and GO Switch (3Nos.)
Prov. Transformer Belting
I) A.I (2800X50X50 mm)
II) A.I (460X35X35 mm)
Prov. C.I. for Fuse Unit/AB Switch &CT/PT unit(2800X75X40 mm) 6 Nos.
Prov. A.I X Arm for Lightning Arrestor & distribution panel box (3x2800X50X50 mm)
Prov. G.O.Switch 400 A
Prov. D.O.Fuse
Prov. Lightning Arrestors
Prov. Disc Insulator Fitting
Prov. Stay Set complete
Prov. Stay Wire 7/3.15 mm ( @ 6.0 kg Per Stay Set)
Prov. AAAC 7/3.15mm for eathing
Prov. Pipe Earthing
Prov. LT Distribution Panel Box with ACB(630A,50KA,4P,1No.) &SFU(100A,9No.rewirable)
Prov. Half Clamp (M.S. Flat 50X6 mm)
Prov. Full Clamp (M.S. Flat 50X6 mm)
Prov. M.S. Nuts and Bolts (Off Sizes)
Prov. aluminum Thimble
Prov. aluminum Thimble
Prov. Lead-Tin Solder (60:40)
Prov. Solder Flux
Prov. Danger Plate
Prov. Barbed Wire
Prov. LT Cable Aluminium 3.5 core, 400mm2 double
Prov. Shackle insulator for earthing
Prov. CT/PT combined unit with energy meter 100/5 Amp.
Prov. Control cable(12 core).
Prov. Aluminium Paint.
Prov.Comp Asserises and periphirial printer
3-PH. LT for stage-I
Prov. Steel Poles 9mtr long
Prov. Muffs of 1800 mm length
Prov. C.I. X-arm (600x70x40)mm
Prov. Shackle Insulator
Prov. D-Iron
Prov. X-arm clamp
Prov. Egg insulator
Prov. Eye hook bolt
Prov. LT Stay Set
Prov. Stay Wire 7/3.15 mm (@ 6.0 kg Per Stay Set)
Prov. Coil earthing
Prov. G.I. wire 8 SWG for earthwire.
Prov. Nuts and Bolts (off Sizes).
Prov. Aluminium Paint
Prov. PVC spacer
Prov. Cost of conductor (AAAC) (including cutting & sagging) 7/3.15mm2 (50mm2)
3-PH. LT for stage-II
Prov. Steel Poles 9mtr long
Prov. Muffs of 1800 mm length
Prov. C.I. X-arm (600x70x40)mm
Prov. Shackle Insulator
Prov. D-Iron
Prov. X-arm clamp
Prov. Egg insulator
Prov. Eye hook bolt
Prov. LT Stay Set
Prov. Stay Wire 7/3.15 mm (@ 6.0 kg Per Stay Set)
Prov. Coil earthing
Prov. G.I. wire 8 SWG for earthwire.
Prov. Nuts and Bolts (off Sizes).
Prov. Aluminium Paint
Prov. PVC spacer
Prov. Cost of conductor (AAAC) (including cutting & sagging) 7/3.15mm2 (50mm2)
Cost of Plinth and Chain Link Fencing for 250KVA S/Stn. & 400KVA S/Stn. (2*115303.38)
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 kinds of soil.
P/L cement concrete 1 : 5 : 10 ( 1 cement, 5 sand, 10 graded stone aggregate 40 mm NS) and curing complete in foundation and plinth.
Providing and laying cement concrete 1:2:4( 1 cement, 2 sand, 4 graded stone aggregate 20mm NS) and curing complete in plinth and foundation
Centering and shuttering including strutting, propping etc and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Providing mild steel/Tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.
P/L R.C.C. 1 : 2 : 4( 1 cement, 2 sand, 4 graded stone aggregate 20 mm NS) and curing complete, excluding cost of form work and reinforcement. In plinth and foundation
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers.
Painting (two coats) excluding priming coat on new steel and steel based surface after and i/c preparing the surface by thoroughly cleaning, oil, grease, deit and other foreign matter sand papering and stopping with ready mixed paint other than white
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
P/F oxidised M.S. sliding door bolt anodized colour & shade with bolts & nuts screws etc. complete (250*16mm)
P/F oxidised M.S. handle with necessary screws etc. complete (125mm)
Cost of wire Crates Stage-I
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
DEEPANSHU GAUTAM GOVT. CONTRACTOR
M/S DEVARYA ENGINEERING
MS Sonu Kumar A Class Govt Cont
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