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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-I₹2.3 CrAccepted-AOC MAIN BAZAR GHUMARWIN DISTT BILASPUR HP 174021 | BILASPUR | HIMACHAL PRADESH | 174021 | ₹2.3 Cr | L-I | Accepted-AOC Being L1 bidder |
| 2 | L-II₹2.4 CrRejected-Finance ETAH ROAD VIKAS NAGAR GANJDUNDWARA GANJDUNDWARA ETAH UTTAR PRADESH 207242 | KASGANJ | UTTAR PRADESH | 207242 | ₹2.4 Cr | L-II | Rejected-Finance L-II bidder |
| 3 | L-III₹2.4 CrRejected-Finance NIL | ₹2.4 Cr | L-III | Rejected-Finance L-III bidder |
Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
29 Dec 2021, 4:00 pmClosed
O/o chief Engineer Op Central zone HPSEBL Mandi
O/o chief Engineer Op Central zone HPSEBL Mandi
Tender for Survey design erection testing and commissioning of additional bay at 33/11 KV Sstn Ram Bag including Civil work along with HT line and DTRs to provide sop to Jal Jivan mission under ESD Kandrour ED Ghumarwin in Op Circle Bilaspur
2021_HPSEB_54467_1
HPSEBL/CEOCZ/MM/NIT-20/2021-22
Open Tender
Electrical Works
Turn-key
120 days
Kandrour Ghumarwin
Tender cost EMD Pre qualifying documents as per NIT
5 documents required · 5 mandatory
₹2,360
₹2.0 L
27 Apr 2022
8 Dec 2021
30 Dec 2021
8 Dec 2021
29 Dec 2021
24 Dec 2021
Amount
Additional 11kv Bay at Ram Bag 33/11kv sub-station.
11 KV Switch-gears and Allied Equipments
Providing 11KV, 630 Amp. Pole Mounted Auto Reclosure for 2 Nos outgoing feeder with direct IEC 104 Ethernet Port for Out-going feedres control comunication cubicle connectors with numerical relays & capable to record the data complete in all respect.
Providing 11 KV, 630 Amp Horizontal Break Centre Post Rotating, Double Break Isolators without earth blade for 2 Nos incomer bus side.
11 KV, 630 Amp Horizontal Break Centre Post Rotating, Double Break Isolators with earth blade for 2 Nos out going side.
Providing 11 KV (10 kA), Polymeric Housed Gapless Zinc Oxide Surge Arresstors complete in all respect.
Providing 11 KV O/D Type combined CT-PT Unit (CT of ratio 200-100/1-1 A, accuracy class 0.2 and 11 KV, PT( Ratio 11 KV/ rt 3/ 110 V/rt3) 50 VA accuracy class 0.2) for outgoing feeders complete in all respect.
Providing 3 phase 3/4 wire CT/ PT operated static trivector meter (PT ratio -/110v. CTR -/5A,accuraccy class 0.5s,category 'B' DLMS complaint with 232 & RS 485 Port complete in all respect.
Providing 11kv cable 185mm sq, XLPE, 3 core Armoured ffeeders.
Prov. 11kv cable termination kit 185mmsq out door type
General Equipment:
Providing, design, manufacturing, supply, erection, testing & commissioning of 30 Volts 100 AH, VRLA type lead acid DC battery complete with battery charger and DC distribution Board, completre in all respect
Prov. distributional panel 30 v DC battery complete in all respect.
Earthing of 11kv Yard
G I Pipe 50mm dia with holes of 16mmdia at 150mm from centre to centre for 2 mtr distance from bottom.
M.S Plates 150x150x6 mm for two connection
50x60mm M.S flat connection with the mat to mat
Nuts & bolts galvanized 16 mm dia , 50 mm long
Cheqqured plate cover 500x500x6mm0ie 11.8kg
M.S flat 50x6 mm for ground mat including 5% wastage & welding 2.4 kg/m (31x4+9x6)x1.5=253.5 say 0.254MT
Erthing pipe electrode
20 mm round 3 mtr long & welding 2.47kg/m 5 no electrode 5x3x2.47=37.05 kg say 38 kg
Welding etc of points to points @ 5% on above items
Prov. GI wire 8 SWG for screening etc.
Prov. Eye Block for screening
SUPER STRUCTURE
Prov. R.S. Joists, size 11,000x200x100mm 4 supports i.e. (4x11x 25.4)=1117.6kg say 1.2 MT.
Prov. R.S.Joists, size 4200x200x100mm supports for Capacitor bank = 6 Nos (6x4.2x25.4) = 640.08kg say 0.64 MT
Prov. M.S. plate 400x400x14mm to be welded at the bottom of R.S. joists of size 11,000x250x125mm supports i.e. 4x.40x.40x109.90 =70.33kg
Prov. M.S. plate 400x400x10mm to be welded at the bottom of R.S. joists of size 4200x250x125mm supports i.e. 6x.40x.40x78.50 =75.36kg
Prov. M.S. channel iron 125x65mm @13.1 kg/mtr for Support, Bus Bar, Isolators, LA's, D.O fuse unit CT etc.,
Prov. M.S. angle iron 65x65 X-arm @ 6.8 kg/mtr for supports of channels as per requirement lumpsum 35x3=105 mtr
Prov. Nuts & Bolts with Washers off sizes
BUS-BAR
Prov. 11kv Disc insulator (Cleaves and Tong) Helically formed fitting .
Prov. 11kv pin insulator with helically formed fitting.
Providing ACSR conductor 150 mmsq 30/7/2.59mm (wolf)
M.S. angle iron 65x65 X-arm @ 6.8 kg/mtr for supports of channels as per requirement lumpsum
Prov. ACSR Conductorfor jumpers at 2 mtr. Average 18sets i.e. 2x3x18x1.1=118 mtr.
Prov.Tee Connections
Capacitor Bank
Prov. Capacitor Bank 3 phase ,50HZ 1200kvar (IS:2834) .
Prov. Autometic capacitor switch (12kv, 1250A,25KA)REC Spec 20/1981.
Painting work
Prov. Painting of all ungalvanised mettallic parts of the Sub-Station with A Grade paints as required to the entire satisfaction of Engineer in charge of the work
(11/.4 KV 630 KVA & 250 KVA Transformer for Booster Stage & 1st stage near Bhatoli )
Prov. 11/0.4 kV 630 KVA Distribution Transformer
Prov. 11/0.4 kV 250 KVA Distribution Transformer
Prov. S/T Pole 11.00 Mtr. Long with base plate
Prov. RCC Muff with C:C filling 2000 mm length
Prov. M.S.C.I. X-Arm (100x50x6 mm),Length 2800 mm X2 Nos.
Prov. C.I. X-Arm (75X40x6 mm) length 2800 mm X 4 Nos. for supporting D O Fuse Unit & G O AB Switch
Prov. M.S. A.I X Arm (50x50x6mm) Length 2800 mm x1 for L A's
Prov. G.O. Switch Unit
Prov. D.O.Fuse Unit
Prov. Surge Arrester, 9 kV Station Class (Porcilain Type) L.A.
Prov. 11 kV Disc Insulator set (Comprising 1 No. Disc. (Porcilain, BS, 12kV,90kN) i/c Dead End Clamps etc.)
Prov. Stay Set complete
Prov. Stay Wire 7/3.15 mm ( @ 6.0 kg Per Stay Set)
Prov. Pipe Earthing
Prov. LT Distribution Panel Box with MCCB (1000A, 50kA, 4P, 1No.) and SFU (100A, 9 No., rewirable) for 630 KVA DTR
Prov. LT Distribution Panel Box with MCCB (400A, 36kA, 4P, 1No.) and SFU (100A, 4 No., rewirable) for 250KVA DTR
Prov. Half Clamp (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. AAAC 7/3.81 mm for jumpering & Bus Bar
Prov. Aluminium. Thimble
Prov. Aluminium. Thimble
Prov. Danger Plate
Prov. Barbed wire
Prov. LT Cable (3.5 Core) 400 mm2 x 2 incoming
Prov. LT Cable (3.5 Core) 240 mm2 x 2 incoming
Prov. LT Cable (3.5 Core) 70 mm2 x6 outgoing feeder
Prov Capacitor Bank for 630 KVA DTR/ 216 KVAR, 415V
Prov Capacitor Bank for 250 KVA DTR/ 81KVAR, 415V.
Prov. Aluminium Paint.
(11kV HT Line for Stage-1st near at Bhatoli )
Prov. Steel Tubular Pole 9.00 mtr W/L 200 KG with base plate
Prov. Steel Tubular Pole 11.00 mtr W/L 300 KG with base plate
Prov. Muff with Cement Concrete Filling 2 mtr long
Prov. ACSR Cond. 80 mm2 (6/1/4.09mm)
Prov. G.I.No. 6/ 8 SWG for Earth wire for PCC & S/T Pole
Prov. 11 KV Pin Insulator with Pin Hellically formed fitting (Porcelain, 24kV, 10kN)
Prov. Disc Insulator Set (Comprising 2 No. Disc:^^ ( Porcelain, BS, 12kV, 90kN i/c dead end clamps etc.)
Prov. C.I.X-arm (100x50x6mm), Length(1500) for S.Pole Str.= 1500 x11= 16500mm = 16.50 Mtr
Prov. C.I. X-arm(100x50x6mm),Length: 4200x9=37800 mm =37.80 Mtr for Double Pole Str.
Prov. C.I. X-arm(100x50x6mm),Length: 2800x89=249200 mm =249.2 Mtr for Double Pole Str.
Prov. C.I. X-arm(100x50x6mm),Length: 2400x188=451200 mm =451.2 Mtr for Double Pole Str.
Prov. A.I.X-arm(50x50x6mm), Length : 4500 x 2= 9000 mm = 6.00 Mtrs.for Gaurding
Prov. A.I.X-arm(50x50x6mm), Length:3000 x54 = 162000 mm = 162.00 Mtrs. for Gaurding
Prov. A.I.X-arm(50x50x6mm), Length : 2700 x 76= 205200 mm = 205.20 Mtrs.for Gaurding
Prov. A.I.X-arm(50x50x6mm), Length : 1800 x 11= 19800 mm = 19.80 Mtrs.for Gaurding
Prov. A.I Knee Bracing set (50x50x6mm), Length (2x850) for Single Pole = 850 x 2 x22 = 37400 mm = 37.40 Mtr.
Prov. Belt Set (X-Bracing Set)M S Angle Iron(50x50x6mm)Length:1500x2x76 = 114000 mm = 114 Mtrs.
Prov. Belt Set (X-Bracing Set)M S Angle Iron(50x50x6mm) Length: 2700x2x61=329400 mm= 329.40 Mtrs.
Prov. Stay Set Complete in all respect i/c Guy Assembly with Helically Fitting
Prov. Stay Wire 7/3.15 mm/ 7.400 mm ( @ 6.0 KG /9.00 Kg per Stay Set)
Prov. H.T. Earthing for PCC /S/T Pole
Prov. Full Clamp with nuts & bolts M.S. Flat 50x6 mm
Prov. Half Clamp with nuts & bolts M.S. Flat 50x6 mm
Prov. Pole Top Clamp with nusts & bolts M.S .Flat 50x6 mm
Prov. Earth Hook for Earth Wire
Prov. Danger Plate (250x200x1.6 mm)
Prov. Nuts & Bolts Of various sizes ( Gaivanised/ Coated) ( Preferably 16 mmɸ or more with flat and spring washers)
Prov. Barbed Wire
Prov. Alluminium Paint
Prov. 11 KV 630 Amp. Horizantal Break Centre Post Ratating Double Break Isolator without Earth blade for out going 11 KV HT line
Prov. G.O. AB Switch Unit ( 11 kV, 400A, 25kV)
D (Civil Part)
Construction of R.S Joist foundation for proposed 33/11KV Sub Station at RamBag under Elecrical Sub-Division Kandrour under Electrical Division HPSEBL Ghumarwin (H.P)
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.
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 20 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars.
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Construction of RCC Foundation for 33 KV Circuit Breaker / Reclosure/ CVT/RVT for proposed 33/11KV Sub Station at RamBag under Elecrical Sub-Division Kandrour under Electrical Division HPSEBL Ghumarwin (H.P)
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.
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)
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
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.
Construction of Outdoor Cable trench for proposed 33/11KV Sub Station at RamBag under Elecrical Sub-Division Kandrour under Electrical Division HPSEBL Ghumarwin (H.P)
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.
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)
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete.
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
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.
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
Providing and laying Sand and Aggregates in Yard for proposed 33/11 KV Sub Station at Kandrour under Electrical Division HPSEBL Ghumarwin (H.P)
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.
Spraying of anti-weed medicine of approved manufacturer on dressed ground as per direction of Engineer-In-Charge.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Supplying, filling, spreading & leveling gravels of size range 20 mm to 40 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge
Construction of River Side Crossing foundation for 4 pole structure under Elecrical Sub-Division Kandrour under Electrical Division HPSEBL Ghumarwin (H.P)
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.
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 20 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars.
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1. Cost of Construction of additional Bay at 33/11KV Sub-Station Rab Bag (Retaining Wall )
Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ). 50% each
Providing and laying cement concrete 1:5:10 (1 cement : 5 Sand :10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in: Foundation and plinth
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give fair finish i/c centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs etc.In
(i) vertical surface such as walls (any thickness) partitions and the like.
Providing and laying cement concrete 1:4:8 (1 cement : 4 sand : 8 Graded stone aggregate 25mm nominal size) and curing complete excluding cost of form work in foundation and plinth in breast and retaining walls etc.
Providing and fixing PVC (D-Plast) rain water pipes- 75mm dia.pipe
Stone filling behind the Retaining walls
3. Cost of Transformer Plinth including Fencing around the yard for 1x11/.4 KV 250KVA S/Stn. for Booster Stage near at Bhatoli & 1x11/.4KV 630 KVA for Stage IInd at Kooh - Ghat.
Construction of 630 KVA and 250 KVA Transformer foundation (2 Nos) at Kandrour under ESD HPSEBL Kandrour (H.P)
Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ). 50% each
Providing and laying Cement concrete 1:6:12 (1Cement:6 Sand: 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centring and shuttering in: foundation and plinth
Providing and laying Cement concrete 1:2:4(1Cement:2 Sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work foundation and plinth
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give fair finish i/c centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs etc.In (i) vertical surface such as walls (any thickness) partitions and the like.
Estimate for providing wooven mesh fencing with steel Gate & locking arrangement around 250 KVA and 630 KVA Transformer Kandrour under ESD HPSEBL Kandrour (H.P)
Excavation in foundation,trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacked soil in 15 cm.layers, when required in to plinth sides of foundations etc. and then disposing of all surplus excavated earth as directed with in a lead of 20 mtrs. (PW/JW ) 50% each
Providing and laying Cement concrete 1:2:4(1Cement:2 Sand:4graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work foundation and plinth
Steel work in single section i/c cutting, hoisting, fixing in position and applying a priming coat of red paint in R.S. joists, channels, angles etc.
Supply and fixing wovenplane G I wire fencing of mesh 50mm to 150mm to any type of standard rails, straining bolts.etc. including provision of binding wire staples etc.
P/F M.S pressed butt hinges with necessary screws -75 x 47 x 1.70mm
Providing & fixing oxidized M.S. sliding door bolt with bolts and nuts, screws etc. complete (Size 250x16mm)
MAHESH KUMAR AND SONS
mohd anwar
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