Tender for the Work Survey, Design, Manufacturing, Supply of Material, Erection, Testing and Commissioning of for 11 KV Metering Equipment (11KV CT-PT unit) outdoor type, 11 KV HT line and by prov. Addl. 33/11 KV, 1x3.15 MVA at 33/11 KV S/Stn. JNGE

Amount

Addl. 33/11 KV, 3.15 MVA Power Transformer at 33/11 KV S/Stn. JNGEC Sundernagar Transformers

Prov. Power Transformer (3.15 MVA, 33/11 KV, ONAN,OLTC,Outdoor) To be Supplied by HPSEBL

Prov. Substation Transformer 100 KVA, 33/0.4 KV To be Supplied by HPSEBL

33 KV Switchgear & Allied Equipment:

Prov. 33 KV Isolator with earth out switch (800A, 25KA) with Structure

Prov. 33 KV VCB Metal Clad Kiosk SCADA Compitent

Prov. 33 KV LA/ Surge Arrester (30KV, 10KV Station class ZnO Porcelain

33 KV Super Structure and Bus-bar:

(a) R.S. Joists, size 11000x250x125 mm 04 supports @ 37.30 Kg/Mtr. i.e. (04x11.0x37.3) = 1641.20 kg say 1.64 MT

(b) R.S.Joists, size 4200x250x125 mm 04 supports for lightening arrester differential CT's @ 37.30 Kg/Mtr. (04x4.2x37.3) = 624.96kg say 0.63 MT

(c) Foundation of R.S. Joist i/c Excuvation of foundation:- (i) Tor Steel 10 mm dia, 100 mm cenetr to center i.e. 41.64 Kg per Structure + 10% wastage = 41.64 + 4.16 = 45.80 Kg.= 8x45.80 = 366.40 Kg.

(ii) Plain Cement Concrete (P.C.C.) 1:3:6 @ 0.18 m3 per Structure = 8x0.18 = 1.44 Cum.

(iii) Reinforce Cement Concrete R.C.C.) 1:1.5:3 @ 1.26 Cum per Structure = 8x1.26 = 10.08 Cum

(iv) M.S. Plate 500x500x10 mm for top & bottom of R.S.joists supports i.e. 2x20 = 40 kg =8x40= 320 kg

(v) M.S. 16 mm dia foundation Bolts with washers and nuts etc. @ 4.00 Kg per Structure = 8x4 = 32.00 Kg.

(d) M.S. channel Iron 125x65 mm, X-arm @13.10 kg/m at for bus bar isolator and LA (i) 22.25 Mtrs. long = 08 Nos. = 22.25x08 = 178.00 Mtrs. (ii) 7.125 Mtrs. long = 20 Nos. = 7.125x20 = 142.50 Mtrs. (iii) 4.50 Mtrs. long = 08 Nos. = 4.50x08 = 36.00 Mtrs. (iv) 0.75 Mtrs. long = 40 Nos. = 0.75x40 = 30.00 Mtrs. Total = 178.00 + 142.50 + 36.00 + 30.00 = 386.50 Mtrs.

(g) Nuts & Bolts with Washers off sizes

BUS-BAR

(i) 3 Disc insulators Tension String complete with fitting To be Supplied by HPSEBL

(ii) ACSR conductor 200 mm² at 10 % wastage

(8x4.5+1x3.5)x3x1.1 == 130.35 Mtr. Say =130.00 Mtrs.

For jumpers @ 02.00 Mtrs. average

25 Sets i.e. 2x3x25x1.1 = 165.00 Mtrs.

(iii) Tee connector/4 way connector

(iv) PG clamps

Prov. 11 KV Superstructure and Busbar A Supports

(a) Steel Tubular poles 10 M Long for 1 No.Out going feeder

(b) RCC Muff & Concrete thereof for 1No. outgoing feeder

B CROSS ARMS

(i) 4.40 Mtrs. long M.S. Channel iron 100*50*6 mm 9.56 kg/m cross arm for substation with 01 No. outgoing feeder = 4.40x4 = 17.60 Mtrs + 1.25% wastage = 17.82 Mtrs.

(ii) M.S Angle Iron 50.50*6 mm 4.5 kg/m cross arm for substation with 2 No. outgoing feeder( 4.40x3 + 5.33x2) =23.86 + 1.25% wastage = 24.1583 mtr Say 24.16 Mtrs.

(iii) M.S Half Clamps

(iii) M.S Full Clamps

(iv) Nuts & Bolts of various sizes (Galvanised / Coated) (Prefeably 16 mm dia or more (With flat & spring washers)

C Single Insulators tension string for S/Stn. with 1 No. out going Feeder

D ACSR Conductor 100 mm2 for Jumpers (Approx. 04 Mtrs. per Phase) To be Supplied by HPSEBL

E Disc insulator sets (Comprising 01 No. Disc: ^^(Porcelain, BS, 12 KV, 90 kN) including Dead End Clamps etc.) x (03 Nos. Conductors) To be Supplied by HPSEBL

F Clamps for 01 Nos. Out going Feeder

Prov. Material Earthing electrode (Pipe type) for Power Trf, LA's, Super Structure and VCB & CT body:

i) Prov. G.I. Pipe 50 mm dia with holes of 16 mm dia at 150 mm from cenre to centre for 2.00 Mtrs distance from bottom: 4x3 = 12 Nos.

ii) Prov. M.S. plates 150x150x6 mm for two connection @ 1.13 Kg per connection = 4x1.13 = 4.52 Kgs.

iii) Prov. M.S. Flat 50x6 mm for connection with the mat to mat: 4x4.8 = 19.20 Kgs.

iv) Prov. Galvanized Nuts & Bolts 16 mm dia 50 mm long ; 4x0.50 = 2.00 Kgs.

v) Chequred Plate cover 500x500x6mm i.e. 11.80KG. : 4x11.80 = 47.20 Kg.

Earthing of 33 KV Yard & Equipment, 11 KV Pannels, M.S Flat 50*6 mm Wt. 2.4 Kg/m at 5% wastage

A (i) For 3 No. Transformers earthing at 3 Points (body and neutral) at 10 m each (3x10)x1.05=31.50 Mtrs.

(ii) For 3 No. LA at 4.20 Mtr each 4.20x2x1.05=8.82 Mtrs.

(iii) For 4 No. Superstructure at 10.00 Mtr each 4x10.00x1.05= 42.00 Mtrs.

(iv) For 2 No. VCB and CT body earthing at 8.00 Mtr each (2x8.00)x1.05=18.48 Mtrs.

Total (i+ii+iii+iv)= 31.50 + 8.82 + 42.00 + 18.48 = 100.80 Kg = 0.10 MT

Welding of risers and corrosion protection @ 5% of Sr. No.-1

B. G. I. Wire No. 6SWG for screening etc.

C. Eye Block for screening

D. Turnbuckle for screening

Prov. 11 KV Auto-reclosure ( Interruption, vacum insulation: solid dielectric with CR Pannel)

Prov. 11 KV Cable (11KV,240 sqr mm, XLPE, Single core, Armoured){Transformer to 11KV Bus and busbar to isolators} To be Supplied by HPSEBL

Prov. 11 KV 1C Cable Termination Kit(240 sqr mm Outdoor)

Prov. ACDC 2 core 2.5 mm2

Prov. Contral cable for VCD & CT Wiring 12 core 2.5mm2

Prov. Contral cable for VCD & CT Wiring 7 core 2.5mm2

V 11 KV Metering Equipment (Outdoor Type)

Prov. 11 KV CT-PT combined unit outdoor,Oil Immersed, Class.5 Consisting of three CT on R,Y & B and 1 No. 11KV/110V PT. Accuracy Class 0 .5S - (10-400/5A) - 25/5 Amps To be Supplied by HPSEBL

Prov. Energy Meter 3Ø, 3/4 wire CT-PT Operated Static Tri-Vector Meter. (PT ratio-/110V, CT ratio-/5A), Accuracy Class:0.5S, Category-B, DLMS Compliant with RS 232 & RS 485 port. To be Supplied by HPSEBL

Prov. STP Pole 9.00 mtr W/L 200 KG

Prov. Muff with Cement Concrete filling

Prov. C.I. X-Arm (100X50X6 mm), Length : 2800 mm X 4 Nos. = 11200 mm Say 11.20 Mtr. for Transformer/ CT-PT base main channel

Prov. M S C.I. (75X40 X 6 mm), Length : 2800 mm X 4 Nos = 11200 mm=11.20 Mtr for supporting DO fuse unit & G.O. Switch

Prov. C.I (100X50 X 6 mm), Length : 460 mm X 2 Nos. = 920 mm = 0.920 Mtrs. for supporting Main Channel of transformer/ CT-PT

Prov. M S A.I X Arm (50X50 X 5 mm) Length 2800 mm x( 1 No. for LA's + 2 Nos. for Distribution Box / Metering Equipment = 2800 X 3 nos.= 8400 mm= 8.40 Mtr.

Prov. CT-PT Belting & Knee Bracing

I) M S A.I (50X50x 5 mm), Length: 2800 mm X 4 Nos.= 11200 mm = 11.20 Mtr

II) M S A.I (35X35X 5 mm) Length: 460 mm X 2 Nos.= 920 mm = 0.920 Mtr.

Prov. G.O. AB Switch Unit ( 11kV, 400A 25 KA )

Prov. D.O.Fuse Unit

Prov Lightning Arrestor (Surge Arrester, 9kV Station Class Porcelain Type ) To be Supplied by HPSEBL

Prov. Discs Insulator sets (Comprising 1 No. Disc: ^^ (Porcilain, BS, 12 kV 90 kN) i/c Dead End Clamps etc.) To be Supplied by HPSEBL

Prov. Stay Set complete

Prov. Stay Wire 7/4.00 mm ( @6.00 / 9.0 kg Per Stay Set) To be Supplied by HPSEBL

Prov. Pipe Earthing set (With G.I. Strips 50x6mm,40x6mmx 25x6mm)

Prov. AAA Cond. 7/3.81 mm (80 mm2) To be Supplied by HPSEBL

Prov. Half Clamp with Nuts & Bolts (M.S. Flat Iron 50X6 mm)

Prov. Full Clamp with Nuts & Bolts ( M.S. Flat Iron 50X6 mm )

Prov. Nuts and Bolts of Various Sizes Galvanised / Coated) (Prefeably 16 mm ɸ or more with flat and Spring Washers)

Prov. Alluminium Thimble

Prov. Alluminium Thimble

Prov. Danger Plate

Prov. Aluminium Paint

Prov. Chain Link Fencing, Angle Iron, Gate etc. for CT-PT fencing

Prov. PVC 4 mm sq copper wire

Prov. G.I. Pipe 1 1/4" dia

Prov. Elbow

Prov Nipple

Prov.G.I.Gland

Prov. Meter Box

11 KV H.T Line on ST Pole for 11 KV Metering Equipment

Prov. Steel Tubular Pole 9.00 mtr Working Load >227KG

Prov. RCC Muff with Concrete Filling 2000mm length.

Prov. AAA Cond.7/3.81mm ( 80 mm2) To be Supplied by HPSEBL

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, 12kV, 10kN) To be Supplied by HPSEBL

Prov. 11 KV Disc Insulator Set Cleaves & Toungue Hellically formed fitting (Porcelain, BS, 12kV, 90kN) To be Supplied by HPSEBL

Prov. C.I.X-arm (100x50x6mm), Length(1500) for S. Pole Str.= 1500 x2= 3000 mm= 3.0 Mtr

Prov. C.I. X-arm(100x50x6mm),Length: 2400x2= 4800 mm= 4.80 Mtr for D.Pole Str.

Prov. C.I. X-arm(100x50x6mm),Length: 2800x5= 14000 mm= 14.00 Mtr for D.Pole Str.

Prov. A.I.X-arm(50x50x6mm), Length:1800x2=3600 mm = 3.6 Mtrs.for Gaurding

Prov. A.I.X-arm(50x50x6mm), Length : 2700x0= 0mm = 0.0 Mtrs.for Gaurding 0,00 Mtr

Prov. A.I.X-arm(50x50x6mm), Length : 3000x2= 6000mm =6.00 Mtrs.for Gaurding

Prov. A.I Knee Bracing set (50x50x6mm), Length (2x750) for Single Pole = 750 x 2 x4 =6000 mm = 6.00 Mtr.

Prov. Belt Set (X-Bracing Set)M S A. Iron (50x50x6mm) Length:1500x2x1=3000 mm =3.00 Mtrs.

Prov. Belt Set (X-Bracing Set)M S A. Iron(50x50x6mm) Length: 2700x2x1=5400 mm = 5.40 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) To be Supplied by HPSEBL

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-do-

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 G.O. AB Switch Unit (11 KV, 400A, 25 KA

Prov. Chain Link Fencing, Angle Iron, Gate etc. for Four Pole Str.

11 KV H.T. Line with XLPE CABLE(Under Ground)& Over Head Conductor ON S.T.POLE FOR interlinking of EXIST.11 KV SYSTEM WITH 33/11 KV S/Stn. JNGEC SUNDERNAGAR

Prov. Steel Tubular Pole 9.00 mtr Working Load >227KG

Prov. Steel Tubular Pole 11.00 mtr Working Load 227KG To be Supplied by HPSEBL

Prov. RCC Muff with Concrete Filling 2000mm length.

Prov. AAA Cond. 100 mm2 (7/4.26mm)

Prov. 11 KV 1Cx120 XLPE cable To be Supplied by HPSEBL

Prov. G.I.No. 6/ 8 SWG for Earth wire for PCC & S/T Pole

Prov. 11 KV Heat Shrinkable Cable Termination Kits, suitable for 11 KV 1Cx120 XLPE cable

Prov. 11 KV Pin Insulator with Pin Hellically formed fitting (Porcelain, 12kV, 10kN) To be Supplied by HPSEBL

Prov. 11 KV Disc Insulator Set Cleaves & Toungue Hellically formed fitting (Porcelain, BS, 12kV, 90kN) To be Supplied by HPSEBL

Prov. C.I.X-arm (125x65x5mm), Length(4500) for S. Pole Str.= 4500 x11= 49500 mm = 49.500 Mtr

Prov. C.I. X-arm(100x50x5mm),Length: 2800x16=44800 mm= 44.80 Mtr for D.Pole Str.

Prov. A.I.X-arm(50x50x5mm), Length : 3000x2= 6000mm = 6.0 Mtrs.for Gaurding

Prov. A.I.X-arm(65x65x5mm), Length : 4500x9= 40500mm =40.50 Mtrs.for Gaurding

Prov. Belt Set (X-Bracing Set)M S Angle Iron (50x50x5mm) Length:1500x2x2 =6000 mm =9.00 Mtrs.

Prov. Belt Set (X-Bracing Set)M S Angle Iron(50x50x5mm) Length: 2700x2x2 = 10800 mm = 10.80 Mtrs.

Prov. Belt Set (X-Bracing Set)M S Angle Iron (65x65x5mm) Length:5000x2x9 =90000 mm =90.00 Mtrs.

Prov. Belt Set (X-Bracing Set)M S Angle Iron(65x65x5mm) Length: 9000x2x9 = 162000 mm = 162.00 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) To be Supplied by HPSEBL

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. 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 G.O. AB Switch Unit (11 KV, 400A, 25 KA

A Construction of CableTrench with R.C.C. Cover

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 & laying cement concrete 1:3:6 (1 cement:3 Sand: 6 graded Stone aggregate 40mm nominal size) & curing complete excluding cost of form work in Foundation & Plinth.

P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete excluding cost of form work and reinforcement for RCC work.

(a) Foundation footing bases of clumns and the like.

Providing Steel work welded in built up section trusses and framed work including cutting, hoisting fixing in position and appling /Tor reinforcement for RCC work including bending binding and placing in position and applying coat of real lead paint in single sections completed of rolled steel.

Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.

Painting two coat (excluding priming cost of new steel & other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foregin matters.

Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like

Construction of Bed / Plinth for 33/11 KV, 3.15 MVA Power Trf. (for 02 Nos. Power Transformers)

Excavation in foundation tranches etc in earth work left upto 1.5 m stacking the excavated soil and disposing all surplus excavated earth with in lead of 20 mtr. P/J work 50%.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) & curing complete excluding cost of cantering and shuttering in foundation & plinth.

P/L Cement concrete 1:1.5:3 (1 cement:1.5 sand :3 graded stone aggregate 20mm nomonal size) curing complete excluding cost of form work and reinforcement for RCC work.

(a) Foundation footing bases of clumns and the like.

Providing mild Steel/Tor reinforcement for RCC work including bending binding and placing in position complete floor two level -Tor Steel.

Providing form work with steel plates 3.15 mtr. Thick welded with angle iron grames 30x30x5mm soil to gire a fair finish in cluding certaing , shuttering structing s and porping etc. height of proping and certering below supporing floors to ceeling not exceeding 4.00 mtrs and removal of the same for msiter renforced concrete work in vetaical surface such as walls (any hickness) partilines and the like

Steel work welded in built up section trusses and framed work inclduing cutting hoisting fixing in position and applying a priming coat of real lead paint in beams joists channels angles teen flates with connecting plates or angle cleats in mair and cross beams hips etc.

C Construction of Bed / Plinth for Station Transformer

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 & laying cement concrete 1:3:6 (1 cement:3 Sand: 6 graded Stone aggregate 40mm nominal size) & curing complete excluding cost of form work in Foundation & 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.

Material To Be Dismantled

Cost of 11 KV XLPE Cable 120 mm2

Cost of 11 Kv Auto Reclosure

Cost of ACSR Cond. 6/1/4.72 mm (100 mm2) (Erected for Bus-Bar)

Cost of Power Transformer Bed/ Plinth

MS. Prem Enterprises