Construction and commissioning of 33 kv line from Chorkari Grid

Rail Pole 60 kgs 13 meter (Single pole-304, DP-48)

GI base plate for Rail Pole for 33KV (500x500x10 mm) Avg weight 19.6kg/plate

ACSR Wolf Conductor (150 sq. mm)

GI stay set complete (1900x 20mm) with stay wire 7/10 SWG and Gay insulator

Angle/side Stay Clamp (50x6 mm) for 60kg Rail Pole [GALVANIZED] (1.92 Kgs.)

33kv V Cross Arm for Rail Pole(100x50x6 mm)[GALVANIZED] 19.7 Kgs

33 kv Pole top bracket for Rail pole 65x65x6 mm [GALVANIZED] (3.58 Kgs.)

Back clamp for pole Top Bracket( 50x6 mm) for 60kg Rail Pole[GALVANIZED] (3.2 Kgs.)

Back clamp for V- cross arm ( 50x6 mm) for 60kg Rail Pole[ NON GALVANIZED] (3.2 Kgs.)

Support Clamp for V Cross Arm for 60kg Rail Pole[GALVANIZED] (1.6 Kgs. each)

Clamp for Cross Bracing Set of 1 pair for 60kg Rail Pole[GALVANIZED] (1.872 Kgs. each)

Support clamp for cross bracing for rail pole DP [GALVANIZED] (2.5 Kgs. each)

33 KV Pin Insulator 10 KN with GI Pin (Polymer type) and nut & washer

33 kV B&S type Disc Insulator (Polymer Type) 90 KN with H/W fitting

P G clamp for 232/150 mm2 Condutor

Spike Earthing made of 20mm GI solid Rod

Earth clamp for earthwire (50 x 6 mm)[GALVANIZED](1.8 Kgs.)

GI Wire No. 8 /6/10

33 KV XLPE Cable 3 core 400 sq. mm. (Armoured)

HDPE Pipe - 6'' PE 63 grade

GI Pipe 6" Medium duty (B Class)

Aluminum binding wire 5 sq. mm

Danger Board

Barbed wire 2x12 SWG

aluminum Paint

Red oxide

M.S Nuts & Bolt (Assorted Size)

GI Flat (75x6 mm) Galvanized (1.1 kgs)

Item Rate BoQ

BoQ_Ver3.0

NIT No: 255./PR/JBVNL/2026-27

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ). The total erection cost should not be less than 18% of total quoted price, failing which evaluation of such bidders may not be considered and summarily may be rejected.

NUMBER #

Pole pit excavation (for 60 kg 13 mtrs. Rail Pole)

Erection of 13 mtr single rail pole with base plate

Concreating & top muffing single pole per 20 cft

Stay Pit Excavation

Erection of Stay with stone / RCC Stay plate Binding of Stay wire fitting of Stay clamps and "GUY" Insulator as required.

Concreting of stay with 1:4:8 mixture (including cost of approved quality of stone chips 20mm to 6mm size graded, clean coarse sand of F.M 2.5 to 3 grade and cement concrete along with cost of screening, shuttering, mixing, placing the mixture in position, vibrating, striking, curing, taxes and royalty all complete)

Fixing & fitting of cross bracing in DP

Fixing & fitting of V-cross arm on Rail Pole 60 kg 13 mtrs.

Fitting of all brackets (including top bracket and guard bracket) on

(a)Single Pole

Fitting of pin insulator on bracket on single pole

Pin Binding as per standard practice or as per direction of Engineer I/C

Fixing and fitting of danger board on pole near Road corner wherever necessary as per direction of E/I

Earthling including fixing of GI pipe and wire as per direction of the Engineer O/C (GI Pipe and wire to be supplied by the Nigam)

Construction of driving and reception pits and laying of HDPE Pipes by HDD method as per required depth 160 mm HDPE

Laying of 33 KV HT XLPE Cable 3 Core 400 mm2 (Armoured) (13100 kg/km)

Guarding of power line as per approved practices

Drilling of hole in Ms flat / Clamp/ angle/ flat etc

Fixing & fitting of PG clamp

Binding of conductor

Painting of pole (with material) applying 2 coats of alluminium paint over primer, and painting all the metal parts of the structure

Tree branches trimming (for number of trees more than 10 nos. in one km)

Manual Transportation of all materials

Testing and Commissioning

Item Rate BoQ

BoQ_Ver3.0

NIT No: 255/PR/JBVNL/2026-27

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ). The total erection cost should not be less than 18% of total quoted price, failing which evaluation of such bidders may not be considered and summarily may be rejected.

NUMBER #