EDCA-22/2025-26

Amount

Safe carriage of following materials from Store centre or from any other place to the respective site of work through the Kachha Pacca road including the work of its loading & unloading at the respective ends, also including the work of dragging etc. and also including the cost of labour, T&P carrier etc. required for proper completion of work as per RESPO Norms.

PCC Pole 8.5 Mtr. Long

S.T. Pole 11 Mtr. Long

Earthing of pole by MS earthing rod of 20x2500 mm.

Stay Set complete 16x1800

Holding Clamps for Top Channel TPMO & fuse set etc. with N&B

11 KV Pin Insulator (Polymeric)

11 KV Disc Insulator T&C type 4500 Kg.

11 KV Disc Fitting

11 KV V-Type Cross Arm

11/0.4 KV T/F 63 KVA

11/0.4 KV T/F 100 KVA

11/0.4 KV T/F 250 KVA

F-Bracket for fitting top insulator with N&B

ACSR Weasal Conductor

11 KV TPMO

G.I. Wire 6 SWG (Main Guard Wire)

G.I. Wire 10 SWG for cross lacing

11 KV Cross Arm Holding Clamp with N&B

LT XLPE Cable 3.5x400 Sq.mm.

LT XLPE Cable AL 3x70 Sq.mm.

Cable LT ABC 3x120+1x95+1x16 Sq.mm.

Cable LT ABC 3x95+1x70+1x16 Sq.mm.

Cable LT ABC 3x50+1x35+1x16 Sq.mm.

11 KV XLPE O/D Jointing Kit 3x70 Sq.mm.

Supply & Erection work of following materials:-

Stone pad

MS Top Channel (125X65X224 mm.)

MS Channel (Dropper) 100x50x2028 mm (for fuse set)

MS Channel (T-off) 125x65x1300 mm

Clamps for LT T-off with bolts & Nuts

MS angle 75x75x6x2028 mm with Clamp & N&B (T/F Base)

LT Fuse Set

LT PVC Cable 3.5x70/35 Sq.mm.

LT PVC Cable 3.5x150/70 Sq.mm.

Concreting of Pole

11 KV Fuse Set

PG Clamp

Suspention Clamp

Eye Hook

Dead & Clamp

LT Clamp with N&B

LT Pearcing Connector

Henlay type Tailless Unit Protection Cubical panel 500A, 650V

Danger Board with Clamp N&B

Barbed wire including jumper

Al Lug long barrel off size (LS)

Number Plate with Clamp N&B

Red Oxide paint

Alluninium Paint

Gaurding Angle with Clamp

Body and neutral earthing of 250 KVA distribution Transformers installed by digging of pit up to water level depth (approx. 100’) and then inserting 1-1/4" dia G.I. pipe of "B" grade, conforming to the requirement of IS specification and then connecting the top of the inserted pipe and transformer body through GI strip of size 50x6 mm with the help of nut and bolt or through gas welding, as per direction of supervising engineer including the cost of arrangement of all material, labourer, T&P, carrier etc. required for proper completion of work.

Construction of 250 KVA distribution Transformers of Plinth of size 5’x5x4’ above ground level and one ft. below the ground level of 9”. After excavation of 4” earth, brick ballast shall be provided and rammering will be done properly after that a retaining wall of 9” width by first class brick in ratio 1:4 of cement and sand shall be made. The earth shall be filled up to one ft. below the top of the plinth. After this brick ballast shall be provided up to 6” from the earth level and proper rammering shall be done. One No. jall of 12 mm M.S. tor shall be fixed in the hollow of plinth and one ft. thick RCC in ratio of cement, sand and stone ballast shall be laid on the top of the Plinth. The 12 mm thick plastering shall be done all around the plinth in 1:4 ratio of cement and sand. The contractor shall be responsible to complete the work as per direction of Supervising Engineer. It including the cost of all material, labour T&P, carrier etc. required for proper completion of work.

FABRICATION & ERECTION OF FENCING AND CONSTRUCTION OF RETAINING WALL AROUND OF 250 KVA TRANSFORMERS. The complete 11/0.4 KV Substation shall be provided with two meter height fencing and retaining wall around the substation. One No. Gate with proper locking arrangement for entry of personnel shall also be provided. The fencing shall be made of 50x25 mm x10 SWG rectangular welded mesh of wire mesh in length. Wire mesh shall be fixed on panels made of 50x50x6 mm M.S. Angle. The wire mesh on panels will be supported by 25x3 mm M.S. flat on all the bracings diagonally and 50x6 M.S. Flat horizontally at the center of the panel. The panel will be joined by bolts & nuts of appropriate size with each other and on the main support on corners including supply of all material, labour, carrier and T & P etc. required for proper completion of work. The painting of complete fencing shall also be done with one coat of red oxide primer and two coat of synthetic green paint. For construction of retaining wall around the fencing, excavation of earth shall be done in foundation in ordinary soil including disposal of surplus earth at some suitable distance. The dimension of excavation shall be 1m wide, 0.45 m deep and suitable length as per wire mesh. After excavation of earth a cement concreted pad shall be laid in foundation. Concreting shall be done with Ist class brick ballast, coarse sand and cement in proportion of 8:4:1. First class brickwork shall also be done in foundation and super structure in 1:6 Cement and coarse sand including necessary cutting and moulding of bricks in foundation depth of wall 0.30 m, thickness of wall 0.35 m & superstructure brick work thickness of wall 0.23 m & depths 0.30 m including supply of all material, labour, carrier and T & P etc. required for proper completion of work.

Dismantling and removal of existing following materials from the various area preparing their coils and then stacking in the respective JE’s (Store) as per direction of Supervising Engineer. It includes the work of cartage, cost of labour, T&P carrier etc. required for proper completion of work.

ACSR Weasal Conductor (Scrap)

Iron (Scrap)

M/S JITENDRA KUMAR (BID ID -5545252)

M/S S K ELECTRICALS (BID ID -5545075)