TURNKEY PROJECT FOR CONST OF 132KV TRANSMISSION LINE EMANATING FROM 220 BY 132 BY 33KV GSS DELINA FOR CONNECTING WITH EXSISTING 132KV PATTAN AMARGARH AND DELINA AMARGARH TR LINE AT DELINA TOP AT BARAMULLA

Amount

(A) SUPPLY:- Design, Manufacture, Supply, Packaging, fabricating, galvanising & Forwarding, Transportation, Delivery at site of 132 KV Transmission tower materials.

TOWER STRUCTURES

Designing, Fabrication, Testing and Supply of Lattice Type Hot Dip Galvanized Steel Towers including packing and forwarding, transportation charges etc for 132 KV D/C Transmission Line complete with all tower parts & Extensions including step bolts, hangers, D-shackles etc. complete in all respect as per scope & Technical specifications

Galvanised Nuts & Bolts of sizes

Fabrication, galvanisation and supply of stub legs with requisite cleats for tower types DD and QD tower Types.

Fabrication, galvinisation and supply of anti climbing devices,Danger plates, phase plates, number plates and other allied accessories for tower types DD tower

Fabrication, galvinisation and supply of anti climbing devices,Danger plates, phase plates, number plates and other allied accessories for tower types QD tower( Multi Circuit)

Supply of earthing material for towers including all accessories ( Normal earthing)

Supply of earthing material for towers including all accessories( Couterpoise earthing)

CONDUCTOR AND HARDWARE FITTINGS

200 sq mm PANTHER conductor a) Alumunium= 30/3.00mm b) Steel=7/3.00mm overall diameter=21 mm approx. weight=976 KG/KM, Ultimate breaking load= 89.67 KN including 1.5% Sag and jumpering

Single Tension Fittings For Single 200mm2 ACSR shall have minimum failing load of 100% ultimate strength of Bundle conductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm. Minimum Ultimate strength (Tensile strength) shall be 120 KN.

Disc Insulators 120 KN,Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.

OPGW, Dual window single mode with mode field diameter 8.6- 9.5 micro meter, cladding diameter 125 micro meter +- 1micro meter, 1.5 % wastage included.

Earthwire Tension Clamps comprise of compression type tension clamp with two ‘D’ shackles, jumper terminals, nuts & bolts and washers etc.slip strength shall not be less than 95% of the ultimate strength of the ground wire. Conductivity shall not be less than corresponding length of GSS ground wire

Vibration Dumpers for 200 sqmm PANTHER conductor.

Mid span compression joints for PANTHER conductor

Repair sleeves for PANTHER conductor.

1100 V PVC insulated PVC sheathed FRLS galvanised steel wire/strip armoured stranded copper conductor control cable for DC supply complete as per specification( 10 Core 2.5 Sqmm Copper Control cable).

(B) HANDLING, STORAGE, PRESERVATION, ERECTION / INSTALLATION, TESTING AND COMMISSIONING OF MATERIAL (EXCEPT CIVIL WORKS)

TOWER STRUCTURES

Erection of Lattice Type Hot Dip Galvanized Steel Towers including packing and forwarding, transportation charges etc for 132 KV D/C Transmission Line complete with all tower parts & Extensions including step bolts, hangers, D-shackles etc. complete in all respect as per scope & Technical specifications

Galvanised Nuts & Bolts of sizes

Erection of anti climbing devices,Danger plates, phase plates, number plates and other allied accessories for tower types DD tower

Erection of anti climbing devices,Danger plates, phase plates, number plates and other allied accessories for tower types QD tower( Multi Circuit)

Placing/Fixing of earthing for towers including all accessories ( Normal earthing)

Placing/Fixing of earthing for towers including all accessories( Couterpoise earthing)

Tag welding of towers 1st two stories/ sections.

CONDUCTOR AND HARDWARE FITTINGS

Conductor laying and stringing of 200 sq mm PANTHER conductor a) Alumunium= 30/3.00mm b) Steel=7/3.00mm overall diameter=21 mm approx. weight=976 KG/KM, Ultimate breaking load= 89.67 KN including 1.5% Sag and jumpering

Single Tension Fittings For Single 200mm2 ACSR shall have minimum failing load of 100% ultimate strength of Bundle conductors with compressive type Tension clamps having slipping strength 95% of ultimate Strength of conductors. The ball and socket designation must be 20mm. Minimum Ultimate strength (Tensile strength) shall be 120 KN.

Disc Insulators 120 KN,Ball & Socket type, 145mm height and 280mm dia. Creepage total 430 mm and 260 mm protected.

OPGW, Dual window single mode with mode field diameter 8.6- 9.5 micro meter, cladding diameter 125 micro meter +- 1micro meter, 1.5 % wastage included.

Earthwire Tension Clamps comprise of compression type tension clamp with two ‘D’ shackles, jumper terminals, nuts & bolts and washers etc.slip strength shall not be less than 95% of the ultimate strength of the ground wire. Conductivity shall not be less than corresponding length of GSS ground wire

Vibration Dumpers for 200 sqmm PANTHER conductor.

Mid span compression joints for PANTHER conductor

Repair sleeves for PANTHER conductor.

1100 V PVC insulated PVC sheathed FRLS galvanised steel wire/strip armoured stranded copper conductor control cable for DC supply complete as per specification( 10 Core 2.5 Sqmm Copper Control cable).

(C) Civil Works including Design, Supply, Execution/Laying of various Tower foundations and Equipment foundations and prepration of drawings.

(A) Foundation work for 132 KV DD Tower structures , 220 KV QD Multi circuit and 132 KV CT and LA foundations including Earthing of these tower structures etc.

carrying out of Soil investigation / Geotechnical data of soil its bearing capacity etc

Tower spotting, pit marking including checking of alignment as per profile .

site clearance at tower foundations inlucding removing of vegetation , thorns, shrubs , trees, Jungle clearance.

Excavation in all type of soils including mixed soils (i.e. soils containing pebbles/boulders etc.) for any section including all labour, POL, hire charges of equipments and T&Ps etc. including sheeting & shoring, dewatering, lifting, handling and stock piling of excavated materials, back filling with excavated or borrowed earth and disposal of surplus excavated earth as directed for all leads & lifts complete as per specification, construction drawings and direction of Engineer-in-charge.

Stub setting using proper template as per approved design including its transportation and carriage.

Fixing and placing in position of stub legs including alignment of tower foundations.

High yield strength cold deformed steel reinforcement bars conforming to IS: 1786 for R.C.C. or any other work including the cost of all materials, binding wire, labour, hire charges of equipments and T&P, bending, binding, placing and tieing in position, POL etc. complete as per specification, construction drawings and direction of Engineer-in-charges.

Plain cement concrete of specified grade and strength conforming to IS: 456 placed as sub-base under structural concrete or as shown in approved construction drawings at all levels including cost of all materials, labour, hire charges of equipments and T&P, POL, shuttering etc complete for handling, transportation, batching, mixing, placing, vibrating, compacting, leveling, curing etc. as per specification, construction drawings and direction of Engineer-in-charge.

Concrete of M-10 grade having cube strength of 10 N / mm2 with 40 mm nominal size coarse aggregate for tower foundation.

Structural cement concrete ( plain/ reinforced) of specified 28 days strength (nominal size of coarse aggregate 20 mm) at all levels, including cost of all materials, labour, hire charges of equipments and T&P, POL, shuttering, curing, etc complete for handling, transportation, batching, mixing, placing, vibrating, and rendering, cleaning and finishing the exposed over ground surfaces with cement mortar 1:3 (1 cement : 3 sand) to give smooth and even surface ( as applicable) but excluding the cost of reinforcement complete as per specification, construction drawings and direction of Engineer-in-charge.

Concrete of M-25 grade having cube strength of 25 N / mm2 with 20 mm nominal size coarse aggregate for Tower foundation

Relocation of 132 KV CT ( 12 No) and 132 LA's ( 12 No.) including their dismantling alongwith steel structures and re-erection ,installation,testing and commissioning of same at the relocated place on new foundations.

Providing and fixing of Galvanised foundation bolts for 132 KV CT and LA structures.

M/s MIR ELECTRICAL

NAMDHARI INDUSTRIAL TRADERS PVT LTD