HPSEBL/CEOCZ/MM/NIT19/2021-22

Amount

SUPER STRUCTURE

Prov. 4 Nos. R.S. Joist 12.8 Mtrs. long of size 250x125 mm @ Kg /mtr = 12.8x4x37.3 =1910.00 Kgs

Prov. 22 Nos.M.S. Chanel Iron X-Arm 4.80 Mrs. for Bus- bar, Isolators & L.A's.of size125x65x6 mm, @ 13.1 Kg/Mtr + 5% wastage = 22x13.1x4.80 = 1383.36+ 69.16= 1452.52 Kgs.

Prov. Nuts & Bolts of various sizes (Galvanized/ Coated) with flat & spring washers.

FOUNDATION OF R.S. JOISTS

(i) Total 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.i.e. 46 Kg= 4x46 = 184.00 Kg.

(ii) Plain Cement Concrete (P.C.C.) 1:3:6 @ 0.18 m3 per Structure = 4x0.18 = 0.72 Cum.

(iii) Reinforce Cement Concrete R.C.C.) 1:1.5:3 @ 1.26 Cum per Structure = 4x1.26 = 5.04 Cum

(iii) M.S. Plate 500x500x10 mm for top & bottom of R.S.joists supports i.e. 2x20 = 40 kg =4x40= 160 kg

(iv) M.S. 16 mm dia foundation Bolts with washers and nuts etc. @ 4.00 Kg per Structure = 4x4 = 16 Kg.

BUS-BAR

Prov. 33 KV Disc Insulator tension String complete (3 Nos. Disc in each String (Porcelain, BS, 12kV, 90 kN) including Dead End Clamps etc.)

Prov.33 KV Pin insulator

Prov. ACSR Conductor 200 mm2 (30/7/3.00 mm) Panther for Bus-bar & Jumpers i/c 10% wastage.

Prov. PG/ T Clamps for Jumpering

Prov. T-Connection

EARTHING ( Equipment for 33 KV Outgoing Feeder)

Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for each set of LA 's @ 20.00 mtrs each = 20x2x1.05 = 42.00 Mtrs.

Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for Structure @ 20.00 mtrs each = 20x4x1.05 = 84.00 Mtrs.

Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for 1 No. VCB & set of CT 's body earthing @ 10.00 mtrs each = 1x10x1.05 = 10.5 Mtrs.

Prov. M.S. Flat 50x6 mm weighting @ 2.4 Kg./ mtr including 5% wastage for each set of LA 's @ 20.00 mtrs each = 20x2x1.05 = 42.00 Mtrs.

Sub-Total (a+b+c)= 42.00 +84.00+ 10.5+42.00 = 179x1.20 = 215 Kg

Add welding of Risers and corrosion protection @ 5% of Sub-Total

Prov. G.I. wire No. 6 SWG for screening etc.

Prov. Eye block for screening

Prov. Turnbuckle for screenig

EARTHING ( Layout of Earthmat)

Prov. M.S. Flat 50x6 mm for ground mat including 5% wastage & welding @ 2.4 Kg. /mtr. = 81.00x2.4 = 194.4 Kg

Prov. 20 mm round, 3.00 mtrs long & weight @ 2.47 Kg./mtr = 03 Nos. Electrode= 10x3x2.47 = 74.100 Kg.

Prov. G.I.pipe 50 mm dia with holes of 16 mm dia at 150 mm from centre to centre for 2.00 Mtrs. Distance from bottom

Prov. M.S. Plate 150x150x6 mm for three connection = 3x1.13 =3.39 Kg

Prov. Galvanized Nuts & Bolts of 16 mm dia , 50 mm long = 0.500x6 = 3.00 Kg.

Prov. Chequred Plate cover 500x500x6mm i.e. 11.80 Kg.= 11.80x6 = 47.20 Kg

Prov. Chemical Rod 50 mm dia alongwith chemical material from centre to centre for 2.00 Mtrs. Distance from bottom.

OTHER EQUIPMENT:-

33 KV Control & Relay (CR) Panel (33 KV Outgoing [Numerical Relay, IEC 61850] Provided by HPSEBL Quantity 1 Unit Set

36 Kv VCB (36 Kv, 1250A, 26.2 kA, outdoor Type Provided by HPSEBL Quantity 1 Unit Set

Prov. 36 KV Isolator (1250 A,25kA, with Earth Switch) Provided by HPSEBL Quantity 1 Unit Set

Prov. 36 KV Isolator (1250 A,25kA, without Earth Switch) Provided by HPSEBL Quantity 1 Unit Set

Prov. L.A./ Surge Arrester (30KV,10kA, Station Class, ZnO Porcelian) Provided by HPSEBL Quantity 1 Unit Set

Prov. 33 KV C.T.'s Multicore Multi ratio 200-100/1-1-1A Provided by HPSEBL Quantity 1 Unit Set

Prov. 33 KV XLPE Cable Size 1x185 mm² (33 kV,1C) {with one spare cable =50m }

CONTROL CABLE

Prov.Multi strand Copper control cable of size 02x 2.50 mm2 for AC,DC supply

Prov. Multi strand CopperCopper control cable of size 4x 2.50 mm2 for CT connection

Prov. Multi strand CopperCopper control cable of size 12x 2.50 mm2 for C&R Panel

(33 KV H.T Line on ST Pole)

ST Pole with base plate 13.00 mtr long

RCC Muff 2000 mm length with C.Concrete 1:2:4 filling

ACSR Conductor 6/1/4.72(100mm2) (Dog) For 33 KV Line Provided by HPSEBL Quantity 11964 Unit Mtr.

ACSR Conductor 6/1/4.72(100mm2) (Dog) For 11 KV Line Provided by HPSEBL Quantity 9204 Unit Mtr.

G.I. 6 SWG for Earth wire for S/T Pole

33 KV Pin Insulator with Pin Hellically formed fitting ( Porcelain, 36 kV, 10 kN )

Disc Insulator String (Strain) sets: 3 Nos. Disc in each String (Porcelain, BS, 12kV, 90 kN) including Dead End Clamps etc.

11 KV Pin Insulator With Pin (Porcelain)

Disc Insulator sets on dead and structure (Comprising 1 Nos. Disc:) (Porcelain, BS, 12kV, 90 kN) including Dead End Clamps etc.) 3 No. conductors)x (2 No. Sides)

M.S. C.I. X-Arm (4000X100X50)6mm for Run Through & Dead Structure for 11 KV Line = 2x9x4000 =72000mm =72.0 Mtr

M.S. C.I. X-Arm (4000X150X75)6mm for Run Through & Dead Structure.= 2x50x4000 =400000mm =400.0 Mtr

M.S. A.I. Cross arm 4500x65x65x6 mm for guarding/Continuous earth wire across the road/nalla.= 1x25x4500 =112500mm =112.50 Mtr

M.S. A.I. X-Bracing Set 2 (2700X50X50)6mm for Suspension & Dead End str.= 2x25x2700 =135000mm =135.000 Mtr

Prov. Belt Set - MS Angle Iron: 65x65x6mm, Length: 2100x2= 2x25x2100 =105000mm =105.000 Mtr

HT Stay Set i/c Guy Assembly with Helically Fitting complete in all respect

Stay Wire (7/4.00 mm ) @9.0 Kg per Stay Set)

H.T. Earthing Set Complete

Full Clamp M.S. Flat 50x6 mm

Half Clamp M.S. Flat 50x6 mm

Earth Hook bolt for Earth Wire

Danger Plate (203x200x1.6 mm)

Nuts & Bolts of various sizes ( Galvanised / Coated) ( Preferably 16ɸ or more with Flat & Spring Washers)

Barbed Wire

Aluminium Paint

11 kV Double Circuit Line on Single Pole Structure( With HT AB Cable)

Steel Tubular Poles with base plate (11 m, Working Load > 227 kgf/m²)

Muffs with Concerete filling

AB Cable HT(3x120 mm2+95 mm2 (11 kV, 3C + Earth)

X-arm (Horizontal)- MS Channel (100x50x6 mm),Length[600 mm] for supporting AB Cable = 600*35=21000 mm=21 Mtr

Angle Iron (50x50x6 mm) for Knee Bracing Set, Length (2x750) mmx2x35=52500 mm=52.5 Mtr

11 KV Pin Insulator With Pin (Porcelain)

X-arm Channel Iron(100x50x6 mm)Length:2800x4 Nos for Isolator at 6 Pole Str.=2.8x4x4=44.8 mtr Say 45 mtr

X-arm Channel Iron(75x40x6 mm)Length:2800x4 Nos for Supporting DO fuse=2.8x4x4=44.8 mtr Say 45 mtr

X-Bracing Set-MS Angle -Iron:50x50x6,Length [2125mmx2 No.]=2.125x2x6=25.5 mtr Say 26 mtr

Belt Set-MS Angle Iron:50x50x6,Length [1500 mmx2 No.]=1.5x2x6=18 mtr

Full Clamp (50x6 mm)

Half Clamp(50x6 mm )

Anchoring Assembly for HT

Suspension Assembly for HT

Facade Hooks for HT

11 KV Cable termination Kits(3x120 mm sq.+95 mm sq.)(O/D Type)

11 KV SMVT Connector

HT Stay / Guy Arrangement

Stay set complete in all respect

Stay Wire (7/3.15 mm) (9.0 kg Per Stay Set)

Earthing

HT Earthing set complete

Danger Plate (250X200X1.6 mm)

Nuts & Bolts of various sizes ( Galvanised / Coated) ( Preferably 16ɸ or more with Flat & Spring Washers)

Barbed Wire

Aluminium Paint

11 kV Isolator (12 kV, 1250 A, 25 kA, without Earth Switch, Outdoor)

BOQ FOR CIVIL PART Construction of Cable Trenche

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

UTRI HR Services Private Ltd