Erection of 11 KV HT/LT Lines and 11/0.4 KV Sub-Stations by installation of additional DT and increasing capacity of 11/0.4 KV Sub-Stations under Business Plan 2023-24 under EUDD, Banda

The following works under various places/Sub-Stations under BUSINESS PLAN SCHEME 2023-24 under EUDD, BANDA, including carriage of all required material from ESC Banda to work site, alongwith its loading, unloading & dragging at the respective ends and also safe carriage of old line material/scraped from site to store centre, if any. Some petty Material like all types clamps, cable boxes, Aluminium tape, Lugs, hoisting clamp/cable hanging U clamps, Danger Board, Number Plate, Angle, HDPE/GI Pipes, nut-bolts & washers etc. of appropriate size & all plinth/fencing materials will be arranged by contractor on his own cost. The bidder shall be responsible for complete execution of the work under the scope of tender specification. Any work/activity not specifically indicated but is required for systematic execution of job shall be carried out by the contractor without any extra payment. Details of the work as given below ;-

Erection of 11 KV HT/LT Lines & 11/0.4 KV Sub-Stations by installation of additional DT and increasing capacity of 11/0.4 KV Sub-Stations - As various places

Safe cartage of 8.5 Mtr. long PCC poles from store centre or from any other place to the respective site of work.

Safe cartage of 11 Mtr. long STP poles from store centre or from any other place to the respective site of work.

Safe cartage of 13 Mtr. long STP poles from store centre or from any other place to the respective site of work.

Safe cartage of line material viz. conductor, cable, G.I. earth wire, cross arm, angle, channel, insulator, clamps and other line material from store centre or from any other place to the respective site of work.

Erection of SP structure on 8.5 Mtr. long PCC poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge.

Grouting of SP structure on 8.5 Mtr. long PCC poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge. The support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 (0.285 Cu. Mtr. each).

Erection of SP structure on 11 Mtr. long ST poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge.

Grouting of SP structure on 11 Mtr. long ST poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge. The support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 (0.285 Cu. Mtr. each).

Erection of DP structure on 8.5 Mtr. long PCC poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge.

Grouting of DP structure on 8.5 Mtr. long PCC poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge. The support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 (0.285 Cu. Mtr. each).

Erection of DP structure on 11 Mtr. long ST poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge.

Grouting of DP structure on 11 Mtr. long ST poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge. The support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 (0.285 Cu. Mtr. each).

Erection of DP structure on 13 Mtr. long ST poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge.

Grouting of DP structure on 13 Mtr. long ST poles, including complete H.T./L.T. fittings as per RESSPO manual and as per direction of Engineer incharge. The support shall be grouted with cement, sand and brick ballast/stone ballast in ratio 1:4:8 (0.285 Cu. Mtr. each).

Erection and grouting of stay set with nozelling & binding as per norms.

Fixing of earthing rod as per RESSPO manual.

Laying, sagging, stringing, binding and jumpering etc. of ACSR Weasel Conductor on the newly erected pole as per direction of supervising engineer/RESSPO manual.

Laying, stringing, binding and termination etc. of PVC Cable of size (4x16 Sq.mm.) on the newly erected lines/poles, including the work of fixing of material like clamps etc. as per direction of supervising engineer/RESSPO manual.

Laying, stringing, binding and termination etc. of PVC Cable of size (3.5x150/1x400/1x240 Sq.mm.) on the erected double poles, including the work of fixing of material like clamps etc. as per direction of supervising engineer/RESSPO manual.

Laying, stringing, binding and termination etc. of LT ABC Cable of suitable size on the erected poles, including the work of fixing of material like LT clamp, suspension clamp, dead end clamp, I-Hook, PRC etc. as per direction of supervising engineer/RESSPO manual.

Safe Removal/demounting of old existing following T/Fs from single/double pole structure/plinth after opening of all connections, earthing & fittings with Loading, unloading alongwith safely cartage of the same from work site to ESC/Workshop.

10 KVA Capacity Transformers

16 KVA Capacity Transformers

25 KVA Capacity Transformers

63 KVA Capacity Transformers

100 KVA Capacity Transformer

250 KVA Capacity Transformer

Safe cartage of following capacity T/F from ESC/Workshop to work site, including loading & unloading at vehicle and dragging safe side etc.

25 KVA Transformer

63 KVA Transformer

100 KVA Transformers

250 KVA Transformers

400 KVA Transformers

Installation of following transformer on the existing/newly erected double pole/plinth with fitting of Al. Lugs and L clamp, earthing & all connections both ends by LT Cables.

25 KVA Transformers

63 KVA Transformers

100 KVA Transformer

250 KVA Transformer

400 KVA Transformer

Supply & fixing of M.S. Top Channel with clamp & N&B alongwith fitting of all accessories as per RESSPO manual (arranged by contractor at his own cost).

Supply & fixing of M.S. Dropper Channel with clamp & N&B alongwith fitting of all accessories as per RESSPO manual (arranged by contractor at his own cost).

Supply & fixing of M.S. T-off Channel with clamp & N&B alongwith fitting of all accessories as per RESSPO manual (arranged by contractor at his own cost).

Supply & fixing of M.S. T/F Base Angle with clamps & nut-bolts alongwith fitting of all accessories as per RESSPO manual (arranged by contractor at his own cost).

Supply & fixing of Aluminium Lugs with fitting of all accessories as per RESSPO manual (arranged by contractor at his own cost).

Supply & fixing of Copper L Piece 2x225x12 mm with fitting of accessaries as per RESSPO manual.

Fixing of 11 KV TPMO with fitting of all accessories as per RESSPO manual.

Fixing of 11 KV Fuse Set with fitting of all accessories as per RESSPO manual.

Supply & erection of three way/four way type LTDB with 400/600/1000 Amp. MCCB and all required accessories. GI Stand of suitable size as per requirement. Grouted with ratio 1:3:4 of cement, sand and concret. All required materials like LTDB MCCB, GI Stand, nut-bolts, lugs, washers and ground material as per site requirment will be provided by contractor.

Supply & fixing of Danger board with clamp alongwith fitting of all accessories as per RESSPO manual (arranged by contractor at his own cost).

Supply & fixing of M.S. Bracing Angle with 4 clamps & nut-bolts alongwith fitting of all accessories as per RESSPO manual (arranged by contractor at his own cost).

Fixing of LT incoming pannel with metering equiprement & fixing arrangement with all accessories as per RESSPO manual.

T/F Neutral Earthing up to water level complele with GI Pipe & GI Strip and body earthing by chemical pipe & GI Strip as per schedule and RESSPO drawing, including arrangement of all required materials by contractor.

Construction of new 11/0.4 kV, 100/250/400 KVA Transformer plinth of size 4x4x5 ft. 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 1:5 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. Jail of 12 mm MS tore 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.

Construction of toe wall with wire mesh or Pale fencing & painting of Sub-Stations, detail of the work as given below :-

Construction of toe wall 9" wide 1' high above ground, all around the plinth/DP structure in 1:6 ratio of cement and coarse sand. The toe wall shall have pocket of 1200 mm size at the center of toe wall at appropriate places for grouting of MS Angle iron frames toe wall may very as per site conditions.

Grouting & fixing of MS Angle iron frame in 1:2:4 ratio of cement, stone grit & coarse sand and bolting the frames with at joining frames by 35x8 mm bolt with nut. The size of MS Angle Iron frame may very as per requirement of site.

Fabrication & Providing Gate in front of plinth/DP made in two leaves of size 900x1500 mm each. Each leave shall be made by MS Angle iron of 37x37x5 mm MS Angle and fitted with wire mesh or pale fencing of 18 SWG with the help of MS Strip of 35x5 mm size welded all around the frame. The leaves shall be fitted with hinges on MS Angle of size of 50x50x6 mm and shall have locking arrangement. Two gates shall be provided on such sub-station where more than one T/F are installed and that shall be counted two sub-stations.

Fixing & Grouting of main gate at S.No. 1.03 made of MS Angle iron frame of 37x37x5 mm and 50x50x6 mm in the ratio 1:2:4 of cement, stone grit & coarse sand in front of DP/Plinth and to provide arrangement for locking the fencing with provision of lock & key.

Plastering 10 mm thickness with cement, Mortar in ratio 1:4 cement and fine sand, including cost of all required material, labour & T&P etc.

Painting of entire metal works including wire mesh or pale fencing with super enameled primer coat of Red Oxide in two coats of British/Asian Paint thereafter painting of same work with dark blue super enameled paint in again two coats of British/Asian Paint.

Painting of Main Gate including wire mesh or pale fencing with super enameled primer coat of Red Oxide in two coats of British/Asian Paint thereafter painting of same work with dark blue super enameled paint in again two coats of British/Asian Paint.

Safe carriage of MS Angle iron frame from nearest S/S to site of work, labour cost including loading and unloading at both ends.

Safe carriage of MS Angle iron main gate from nearest S/S to site of work, labour cost including loading and unloading at both ends.

Supply of MS Clamp for MS Angle Iron frame with nut & Bolts, washer four clamp.

Supply of MS Angle Iron frame size of 37x37x5 mm for fixing of MS welded wire mesh 18 SWG or pale fencing made from MS Sheet size 1500 mm x 75 mm x 18 SWG with MS Strip of size 35x5 mm size of full frame.

JMC Enterprises