EDCA-11/2025-26

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.

S.T. Pole 11 Mtr. with Hot Dip Galvanized Bottom Pole

Top Channal (125x65x2240mm)

Dropper Channal (100x50x2028mm)

M.S.Angle 65x65x6x6 mm for Bracing Set With 2 No clamps

V-Type Steel cross arm with clamp

11 KV Pin Insulator with Pin complate

11 KV Disc insulator with fitting

Phase wire ACSR weasel conductor

11 KV TPMO

Earthing Complete

Stay Complete

11 KV XLPE Cable 3X300 Sqmm

100 KVA Transformer

250 KVA Transformer

L.T. XLPE Cable Al. 3x5x240 Sqmm

Supply & Erection work of following materials:-

Stone pad

M.S. T.off channal with clamp (100x50x1300mm)

Holding clamp with Bolt nut

F-Braket for fitting top channal

Danger Plate with clamp N &B

Barbed wire G.I.

Number Plate

Red Oxide paint

Alluninium Paint

Concreting of pole

Concreting of Stay

GI Pipe 6" Dia

Clamp for Holding of G.I. & M.S. Channel

11 KV Fuse Set

11 KV Cable Jointing kit 3x300 Sq.mm.

Cable Jointing kit Straigth Through 3x300 Sq.mm.

M.S. Channel for Holding of G.I. Pipe on Double Pole / for Pole

160mm ODPN-4PE-80 Grade uv Stabliyed HDPE pipe & laying in HDPE pipe by HDD Method.

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.

S.T. Pole 11 Mtr/Gater Pole (Old & Used)

ACSR Dog Conductor (Scrap)

Iron Assisries 33 KV Line (X-arm Pin & Clamp)

Demounting & installation (Shifted) from site to other nearest place on plinth/Double Pole as per site requirement of following capacity transformer including the work of its loading & unloading, dragging etc. and also including the cost of labour and T&P etc. required for proper completion of work.

25 KVA T/F (Shifting)

63 KVA T/F (Shifting)

100 KVA T/F (Shifting)

250 KVA T/F (Shifting)

P K ENTERPRISES (BID ID -5254247)

M/s Lucky Enterprises (BID ID -5249538)