72/2023-24/EDCR Increasing load capacity of overloaded Transformer and Construction of line etc. under Business Plan 2024-25, EDD-Bilaspur, Rampur.

Amount

Carriage of the following material from Store Centre, Rampur to work site including loading & unloading.

MS Channal (Dropper)

MS Channal (Top)

MS Angle 75*75*6*2028 MM

PCC 8.5 Long

11/0.4 KVA T/F 10 KVA

11/0.4 KVA T/F 100 KVA

11/0.4 KVA T/F 250 KVA

LT XLPE Cable 3*400 sq mm

ACSR Weasal Conductor

LT PVC Cable 3.5*240 sq mm

other line material

11/0.4 KV 100 KVA T/F(Recived Back Site to Store)

AI Scrap (Recived Back Site to Store)

Dismantling of HT & LT connection & replace of follwoing capacity T/F from substation double poles/plinth by Healthy transformer(including connection) and loading and unloading with associated work at both ends within 70 kms.

100 KVA trasnformer

Installing of Healty Transformer, connection HT & LT of follwoing capacity T/F at substation Single Pole/ double poles/plinth by Healthy transformer(including connection) and loading and unloading with associated work at both ends within 70 kms.

Increasing load capacity of overloaded by separate 10 KVA trasnformer

Increasing load capacity of overloaded by 100 KVA trasnformer

Increasing load capacity of overloaded by 250 KVA trasnformer

a) Double pole structure Excavation of foundation pit in size of 75x45cm having depth of 1/6th of the full length of the support(pole)Erection of support(pole) complete with providing and fixing of all clamps made of MS flat of size 75x8 mm. an other accessories . The work includes fabrication work and fixing of cross bracing sets 3.5 Mtr from MS Angle 65x65x6 mm/50x50x6 mm. The work includes cutting holes and providing MS Bolts of 16x40 mm size in the middle of the cross bracing with 1 No. sparing washer of proper size.

8.5 Mtr long PCC Pole

Grouting of support in CC 1:4:8(cement, sand & 40 mm. brick ballast) Grouting will be done in the block of size 45x45cmx1/6th of full length of the support upto ground level, 30 cm plinth above the ground level with CC 1:3:6 (cement, course sand and stone grit) with muffing. The work includes back filling and proper ramming etc. a) Double support

8.5 Mtr long PCC Pole

Grouting of Stay Rods(20x1800)mm including all work of excavation, cement concrete in size of (0.60x0.60x0.30)M in the ratio of 1:4:8(cement, sand, 40mm brick ballast) including back filling of soil and proper ramming etc.

Fixing, tightening and nozelling of stay wire with stay rod with the pole of required tension by providing stay clamps.

Earthing of support with MS Earth Rod of (20x2500)mm long including excavation of pit and driving MS Rod 3.0 M apart from support and 0.5 M below the ground level and connecting below the earth electrodes with the help of GI wire No. 8SWG and earthing lugs.

fixing of 11 KV Pin Insulator with Pin as per RESPO Norms and as per direction of Supervising Engineer.

fixing of 11 KV Disc Insulator with Fitting as per RESPO Norms and as per direction of Supervising Engineer.

Laying ,stringing and binding of ACSR Weasal Conductor as per RESPO Norms and as per direction of Supervising Engineer.

Laying ,stringing and binding of LT PVC Cable 3.5*240 sq mm as per RESPO Norms and as per direction of Supervising Engineer.

Laying ,stringing and binding LT XLPE Cable 3*400 sq mm per RESPO Norms and as per direction of Supervising Engineer.

Construction of plinth for 250 KVA Transformer 2x2x1.5 M with fencing as per RESPO Norms and as per direction of Supervising Engineer (Material for plint and fencing will be provide by the Contractor)

Providing and fixing Stone Pad

Providing and fixing Clamp for T/F

M/s Phool Kumar Saxena

SAFDAR HUSAIN CONTRACTOR