SEOP 13/2021-22

Amount

11 KV H T line

Prov.AAAC 7/3.81 mm sq. (80 mm sq.) {Includes 3 conductor lengths for 3 phase and additional 1% (sag,Jumpering wastage}

Prov. Run Thro Structures (delta Formation): Steel Tubular Poles (11 Mtr, working load >227 kgf/m sq.) (with rulling span 90 mtr, 3 no. run through structures and 2 no. dead structures)

Prov. RCC Muff with concrete filling

Prov. Cross arm: [Channel Iron (100*50*5 mm), length (1070) mm * 3 Structure

Angle Iron (50*50*5 mm), length (2*750) mm * 3 Structure

Prov. Pole Top Bracket

Prov. 11 KV Pin Insulator (Porcelian, 12 KV, 10 KN): 3 Nos. per pole structure

Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side)

Belt Set - MS Angle Iron: 50x50x5, Length [1500 mm x 2 No.]

X-Bracing Set - MS Angle Iron: 50x50x5, Length [2125 mm x 2 No.]

X-Arm (Horizontal) - MS Channel Iron: 100X50x5, Length [(1070x2)mm x 2 No.]

Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(Porcelain, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) x (2 No. sides)

11 kV Pin Insulators (Porcelain, 12 kV, 10 kN): 3 No per double pole structure

HT Stay/ Guy Arrangement

Prov. Stay set complete in all respect (1 No/ single pole, 4 no/ double pole structure)

Prov. Stay Wire (7/3.15 mm) (@ 6.0 Kg. Per Stay Set)

Earthing

Prov. HT earthing set complete

Single continuous earth wire (GI 8 SWG) {a/w 1 wire lengths for avg. one road crossing @ 20 mtr and additional 1% (sag and wastage )} @ 0.102 kg/mtr

Eye Hook for earth wire

Earth wire clamp

MS Angle Iron:50*50*5, length: 2210 mm for road crossing

Prov. 11 KV Danger Plate (250x200x1.60 mm)

Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)]

Prov. Barbed Wire

Prov. Alluminium Paint .

X-arm [Channel Iron (75*40*5 mm), Length: 2800 mm * 2 Nos.] for supporting GO Switch

Prov. G.O. AB Switch unit (11 KV, 400A, 25 KA)

400 KVA Sub - Station

Prov. 11/.4 KV, 400 KVA Transformer

Prov. S.T.Pole 9 Mtr. Long

Prov. RCC Muff with concrete filling

X-arm [Channel Iron (100*50*6 mm), Length: 2800 mm * 4 Nos.] For X-Arm and Main Channel for CT/PT unit

X-arm [Channel Iron (75*40*6 mm), Length: 2800 mm * 4 Nos.] for supporting DO fuse unit & GO Switch

Prov. MS Angle Iron (50*50*6 mm), length : 2800 mm * (1 No for LA's & 2 Nos. for belting)

X-arm [Channel Iron (100*50*6 mm), Length: 460 mm * 2 Nos.] For supporting Main Channel for CT/PT unit

Prov. MS Angle Iron (50*50*6 mm), length : 460 mm * (6 No for Knee bracing of supporting channel & belting)

Prov. G.O. AB Switch unit (11 KV, 400A, 25 KA)

Prov. D.O.Fuse

Prov. Surge Arrestor 9 KV, 10 KA (Polymeric Type)

Prov. Disc Insulator sets (Comprising 1 No. Disc: ^^(Porcelain, BS, 12 KV, 90 KN) 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 set

Prov. L.T.Distribution Panel Box with ACB. (630A, 50KA, 4P, 1 No.) and SFU (100A,6 No, rewirable)

Prov. Half Clamps (M.S. Flat 50*6 mm)

Prov. Full Clamps (M.S. Flat 50*6 mm)

Prov.M.S. Nuts & Bolts of various sizes (Gulvanised/ coated) [Preferably 16 mm Dia or more (with flat and spring washers)]

Prov. Aluminium Thimbles

Prov. Aluminium Thimbles

Prov. Danger Plate.

Prov. L.T.Cable 3.5 core 400 mm2.

Prov. Energy Meter (3-Phase, 4-Wire) DLMS compliant 6300 Amp CT Type for 400 KVA Transformer

CT-PT combined unit (PT: 11KV/110 V); (CT:10-400/5 amp)

3-phase, 3/4 wire CT-PT operated static Trivector meter (DLMS Compatible

PVC multistrand 4 mm sq. copper wire with dia 1 inch GI pipe for concealing

Prov. Aluminium Paint.

LT line

ACSR 6/1/3.35 (50mm²) { Neutral conductor including 1% (Sag, Jumpering and wastage}

LT Cable 3.5 core 400 mm2

Steel Tubular Poles (9 m, Working Load > 200 kgf/m²) (with Ruling Span 67 m)

Muffs with concerete filling

Shackle Insulator (16 kN)

D-Iron (U- Clamps)

Earth Knob

LT Stay Set

Stay Wire (7/3.15 mm) (6.0 kg Per Stay Set)

Kit Kat I.C.

Earthing Set complete

Earth wire (GI, 8 SWG) {Additional 1% (Sag and wastage)} @ 0.102 kg/m

Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)]

Aluminium Paint

Spiral PVC Spacer

Prov. Full Clamp

Civil work

Excavation in Foundation and Trenches etc. in Earth Work, Lift upto1.50 mtr. And stacking the excavated soil not more than 3 mtr. Clear from the edge of the excavation and then returning the stacked soil in 15 cm. Layers when required in Plinths and sides of Foundations etc. (50% Pick Work + 50% Jumper Work.)

Providing and Laying Cement Concrete 1:6:12(1Cement:6 Sand: 12 Graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth etc.

Prov & laying cement concrete 1:2:4 ( 1 cement :2 sand: 4 gradede stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforcred concrete work in Foundations, Footings Bases of Columns and the like and mass concrete.

Prov & laying cement concrete 1:2:4 ( 1 cement :2 sand : 4 gradede stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforcred concrete work in Foundations, & Plinth.

Providing Form Work of ordinary timbers planking so as to give a rough finish including centering shuttering,strutting and propping etc.height of proppingand centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced conc.and plain concrete work in Flat surfaces such as soffits of suspended floors landing and the like.

Providing Mild Steel for steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level for steel work.

Steel work welded in built up section Trusses and framed work i/c. cutting, hoisting fixing in position and applying priming coat of red lead paint in gratings framed, guard bars, ladders,railing,brackets and similar works.

Prov. & Fixing of wire mesh /expanded Metal to steel members with welding or nut & bolts with necessary screws.

Painting two coats excluding priming coat on new steel and steel based surfaces complete in all respect.

20 mm thick cement plaster in single coat on rough side of brick/ stone masonry wall in cement mortar 1:5 (1 cement : 5 Sand)

Prov & laying cement concrete flooring 1:2:4 ( 1 cement :2 sand : 4 gradede stone aggregate 20mm nominal size) 50 mm thick.

Boulder Filling Dry Hand Packed tighty as in wire crates

DHARAMSHALA ELECTRICAL

DEEPANSHU GAUTAM GOVT. CONTRACTOR

M/S DEVARYA ENGINEERING

MS Sonu Kumar A Class Govt Cont