CEKZ-DAL-RM-28/2025-26

A) Supply Part

ACSR 6/1/4.72 (100mm²)

Steel Tubular Poles (13 m)

Muffs with concerete filling

Run through structure

X-Arms: [MS Channel Iron (100x50x6 mm, Length: 3250 mm )

Disc insulator String (Suspension) sets: 3 No.

Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.

Dead end structure

X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]

Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No.

X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.]

X-Arm ( MS Channel Iron: (100x50x6 mm), Length: 3250 mm

Disc insulator String (Strain) sets: 3 No. Discs in each string

33 kV Pin Insulators (Porcelain, 36 kV, 10 kN)

Stay set complete in all respect (2 No./Run Thro & 4 No. / Dead End)

Stay Wire (7/4.00 mm) (10 kg Per Stay Set)

HT Earthing set complete

Earth wire (GI, 6 SWG) {Includes Single wire length and Additional 1% (Sag and wastage)}@ 150 kg/km

Eye Hook for earth wire

Earth Reel

MS Channel Iron: 75x40x6, Length :4000 mm

Half clamps

Full clamp

Nuts and Bolts of Various Sizes

Barbed wire

Danger Plate (203X200X1.6mm)

Red Oxide

Aluminium Paint

33 KV Isolator 5KA

B) Erection Part

ST Pole 13 Mtr long with Muff (Run Thruogh 4No. Structure)

ST Pole 13 Mtr long with Muff (Dead 4No. Structure)

Stay set of 33 KV Line

33 KV Line Earthing

Jumper of 33 KV Line@ 940

GI wire for laying, stringing,sagging and jumpering etc

100mmsq. Conductor (6/1/4.72mm) for laying, stringing,sagging and jumpering etc

C) Transportation

Transportation Store to Site

Mannual lead from Road to Site of Work

D) Civil Work

Earthwork in excavatioN for structure as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto any lead and lifts dressing of sides and bottom and back filling in trenches with excavated suitable material in all type of soil within all leads and lifts upto any depths as per directions of Engineer-in-Charge including carriage of materials and other incidentals.

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS :280 and IS :4826 in 100mm x 100 m mesh (woven diagonally including 10 per cent extra for laps and joints laid with stone boulder weighing not les than 25kg each as per drawing and technical specification Clause1301

Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202, and 1203 (P.C.C Nominal size 1:3:6) within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202, and 1203 (P.C.C Nominal size 1:5:10) within all leads and lifts as per the direction of Engineer-in-Charge.

Providing weephole in brick masonry, stone masonry/plain /reinforced cencrete abutment wing wall, return wall, with 100 mm dia P.V.C. pipe extending through the full width of the structure drawing and technical specification Clause 614,709, 1204,3,7.