Design, Supply, Manufacturing, Factory Inspection, Transportation, Erection, Testing and Commissioning of 1x6.3 MVA, 66/11 KV Power Tfrmer bay at Palam SStn and laying/erection of 11 KV Double Ckt HT Line from 66/11 KV Palam SStn to KBR Airport Leh

Amount

Substation Supply Portion

Power Transformer of 6.3 MVA, 66/11 kV, 3-Ph, Dyn11, Z=7 %, ONAN with copper wound Power Transformer with OLTC(-15% to +5% in steps of 1.25%) , RTCC panel including all cabling & 10% spare oil, HV/LV open Bushing. (BIL-650kV Peak, Altitude- 3500 M. The Transformer shall be suitable for outdoor installation & complete with all accessories to meet the technical specification.

72.5 kV, 1250 A, 31.5 kA for 1 sec, SF6 Circuit Breaker, outdoor type, 3-Ph gang operated complete with operating mechanism & support structure with 10 % spare SF-6 gas.(BIL-650 kVpeak, Altitude- 3500 M)

72.5 KV, 1250 A, 31.5 kA for 1 sec, 3-Ph gang operated Double Break Centre Post rotating , outdoor type, motor operated Disconnector (Isolator) complete without solid core post Insulator.(BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M), without earth switch

72.5 KV, 1250 A, 31.5 kA for 1 sec, 3-Ph gang operated Double Break Centre Post rotating , outdoor type, motor operated Disconnector (Isolator) complete without solid core post Insulator.(BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M), with earth switch

Post insulator

66 KV Outdoor type, live tank, single phase Current Transformer as per the details below: The CT shall meet the technical specification & other design requirement as per design requirement.(BIL- 650 kVpeak, Altitude- 3500 M), Transformer feeder CTR : 150-100/0.577-1-1-1 A, Cl-0.2s

60 kV, 10 kA, Metal Oxide type, heavy duty, station class 3, Lightning Arrestor complete with Surge Counter & flexible copper connecting lead. (BIL- 650 kVpeak, Altitude- 3500 M)

66kV Cable sealing end (CSE) for BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M suitable for holding ACSR Zebra Conductor at one end and 66kV 1Cx400sqmm XLPE EHV Cable at other end

CT, CB JB complete with 30 nos Disconnecting type Terminals Blocks, complete with wiring.

Bay Marshalling Kiosk, made of 2.5 mm. thick sheet steel, protection class IP 55 complete with 200 TB

ACSR "Zebra" conductor

Terminal connectors for 66kV side.The Quantity of Terminal connectors shall be as per substation layout & shall be supplied as per technical specification as per individual equipment requirement

Terminal connector for 66kV Isolator to receive single ACSR Zebra Conductor.

Terminal connector for 66kV SF6 Circuit Breaker to receive single ACSR Zebra Conductor

Terminal connector for 66kV Current Transformer terminal to receive single ACSR Zebra Conductor

Terminal connector for 60kV Lightning Arrester to receive Single ACSR Zebra Conductor

Transformer Bushing Connector ( 72.5kV Side )

Terminal connector for NCT suitable for 50x6 mm CU flat

11 KV Equipment

11KV Neutral current transformer for 66 /11kV transformer on 66 kV side neutral CTR 150-100/1 A CT design parameter

11kV CSE for BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M suitable for holding ACSR Zebra Conductor at one end and 11kV, 1Cx400sqmm XLPE HV Cable at other end

11kv , 26.3kA for 1 Secs., 800A, 500MVA rupturing capacity indoor VCB switchgearpanel 24V DC operated with required PTs, CTs, protective relays, metering equipment, auxiliary equipment, extensible (both sides) copper busbars, complete cable termination Kits and all realy shall be of numerical type with suitable for IEC 61850 protocol as per technical specification. 1. 1250A Incoming feeder = 1 Nos. for each transformer Core-1:600-300 / 5A Cl-0.2s, 15 VA, ISF=<5 Core-2: 600-300/5A, 5P20, 15 VA Core-3: 600-300/5A, PS To be provided with one Tri-vector meter on each incomer and outgoing 2. 400 A outgoing feeder = 2 Nos Core-1: 200-100/5A Cl- 0.2s, 15 VA, ISF=<5 Core-2: 200-100/5A 5P10, 15 VA 3.1250 A Buscoupler feeder = 1 Nos., CTR : 600-300/5-5 A, 2 Core Refer CT design parameters as per technical specifications. 4. 400 A outgoing feeder = 1 Spare Core-1: 200-100/5A Cl- 0.2s, 15 VA, ISF=<5 Core-2: 200-100/5A 5P10, 15 VA

Indoor floor mounted, simplex type Control and Relay Panels, with mimic & annunciation panel for 66kV system as per specification comprising of the C & R Panels shall be complete with Numerical Relays as per the Technical specifications. The control, metering & protection system shall be complete with Numerical relays & compatible for performing the functions as per the electrical specifications & shall be fully compatible with substation automation /SCADA. (66 kV Transformer Protection & Control Panel )

Earthing and Lightning protection material (The quantity of GI Flat/MS rod for earthing & lightning protection is approximate. The exact quantity to be arranged as per GFC drawing and as per site requirement)

65 x 8 mm GI Flat for Equipment Earthing like CT,CB, Isolator , LA, BPI & Tower Earthing, riser below ground etc.

75 x 12mm GI Flat for earthing of Transformer body

50 x 6 mm GI Flat for earthing of Marshalling Boxes, Panel, Junction boxes, Distribution Board, Battery Charger etc.

50 x 6 mm Copper flat for earthing of Transformer Neutral on HV as well LV Side.

Supply and erection of MS Rod type earthing as per IS with 3000 mm long,40 mm dia rod to be placed in 3000 mm deep pit for Transformer Neutral earthing t to be filled with salt & charcoal (as per standard earthing Practices)(Power trafo )

Battery with Battery Charger and DC Distribution Board (Running + Standby)

30V DC, 200 AH lead acid battery of VRLA type complete with accessories as per specification with 10% spare acid in non-returnable container (In tier arrangement).

Automatic float and Float cum boost charger 40 A suitable for 30 V 200 AH VRLA battery & charger shall be as per specification

DC Distribution Board , fed from independent Battery charger. Busbar rating 100 A for 24 V DC, 16 kA /for 1 SEC, Copper. 1 no. incomer 100A MCCB( Microprocessor base) 4 Nos. - Outgoing feeders with 32A MCCB 3 Nos. - Outgoing feeders with 16A MCCB

Structural Steel

Structural steel for Equipment

Hardwares, nuts, bolts and spring washer

Lightning Mast

15 Meter Lightning mast with 1.5 meter spike

Cable and accessories

11 kV, 1 Core 400 sqmm., AL Conductor, XLPE Insulated , PVC Sheathed, Armoured PVC Outer Sheath Cable for 11 kV outgoing fedder from Power transformer to 11 kV switchgear panel ( 1 run/phase)

11 kV outdoor termination kit (1CX400 Sqmm.)

11 kV indoor termination kit (1CX400 Sqmm.)

11 kV, 3 Core 240 sqmm., AL Conductor, XLPE Insulated , PVC Sheathed, Armoured PVC Outer Sheath Cable from 11 kV outgoing feeder to outgoing Double pole Structure .(1 runs/phase)

11 kV outdoor termination kit (3CX240 Sqmm.)

11 kV indoor termination kit (3CX240 Sqmm.)

66 kV EHV cable (fault current 31.5kA), 1 Core 400 sqmm, AL Conductor, XLPE Insulated , PVC Sheathed, Armoured PVC Outer Sheath Cable for connecting main bus to trafo bay (1 run/phase with 1 spare run)

Auxiliary AC Feeders

2 core x 16 Sqmm Cu cable for BMK, Trafo MB & LDB

4 Core 16 sqmm Al cable for outdoor illumination JB

3 Core 2.5 sqmm Cu cable for outdoor illumination

31/2 core x 150 Sqmm Al cable for oil filtration

Termination kit and accessories for above item

1100 V grade, PVC Insulated, PVC sheathed, steel round wire armoured, stranded copper control cables of the following sizes:(Cu cable)

2 core 4 sqmm.

2 Core 6 sqmm.

4Core 4 sqmm.

4 core 2.5 sqmm.

7 core 2.5 sqmm.

12 core 2.5 sqmm.

19 core 2.5 sqmm.

Double compression Glands and terminations (including ferruling, suitable Cu Lugs to meet the system requirements) for 1100 V grade PVC Insulated multicore Copper stranded conductor control cables of the following sizes: 2 core 4 sqmm., 2 Core 6 sqmm., 4Core 4 sqmm., 4 core 2.5 sqmm., 7 core 2.5 sqmm., 12 core 2.5 sqmm.& 19 core 2.5 sqmm.

11 KV, 10 KN pin insulator complete with 250 mm long Pins with Nuts

11 KV disc insulator for stay set

11 KV LA (Type 9KV 10KA Heavy Duty)

500 mm Ladder type Cable Trays for outdoor

150 mm Perforted type Cable Trays for outdoor

200 mm HDPE/PVC pipe for laying cable for road crossing

Fire Fighting equipment as per section-6 22.5 Kg capacity FE CO2 type, Trolley Mounted

25 Kg Capacity FE DCP type, Trolley Mounted

DCP 10 Kg Capacity, Wall mounted

FE CO2 6.5 Kg capacity, Wall mounted

DCP 5 Kg Capacity, Wall mounted

Foam Type 9 liter Capacity, Wall mounted

Water CO2 9 liter, Wall mounted

Fire Buckets (12 Nos. with stand in one set)

Rubber mats for control room building near 11 kv panels as per voltage rating requirement conforming to IS-15652 with latest amendments

Outdoor illumination

LED flood light fitting with 150W led with all accessories control gear for Yard Lighting ( to be mounted on Gantry Tower )

Lighting junction box for Light suitable for out door Installation comprising of 4 Nos. CBT M 4 type terminal connector for light connections Max size 150 x150x100mm

40W Tubelight for Indoor Switchgear Room

Spare part quantities

11 kV outdoor termination kit (1CX400 Sqmm.)

11 kV indoor termination kit (1CX400 Sqmm.)

11 kV outdoor termination kit (3CX240 Sqmm.)

11 kV indoor termination kit (3CX240 Sqmm.)

Substation Erection Portion

Power Transformer of 6.3 MVA, 66/11 kV, 3-Ph, Dyn11, Z=7 %, ONAN with copper wound Power Transformer with OLTC(-15% to +5% in steps of 1.25%) , RTCC panel including all cabling & 10% spare oil, HV/LV open Bushing. (BIL-650kV Peak, Altitude- 3500 M. The Transformer shall be suitable for outdoor installation & complete with all accessories to meet the technical specification.

72.5 kV, 1250 A, 31.5 kA for 1 sec, SF6 Circuit Breaker, outdoor type, 3-Ph gang operated complete with operating mechanism & support structure with 10 % spare SF-6 gas.(BIL-650 kVpeak, Altitude- 3500 M)

72.5 KV, 1250 A, 31.5 kA for 1 sec, 3-Ph gang operated Double Break Centre Post rotating , outdoor type, motor operated Disconnector (Isolator) complete without solid core post Insulator.(BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M), without earth switch

72.5 KV, 1250 A, 31.5 kA for 1 sec, 3-Ph gang operated Double Break Centre Post rotating , outdoor type, motor operated Disconnector (Isolator) complete without solid core post Insulator.(BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M), with earth switch

Post insulator

66 KV Outdoor type, live tank, single phase Current Transformer as per the details below: The CT shall meet the technical specification & other design requirement as per design requirement.(BIL- 650 kVpeak, Altitude- 3500 M), Transformer feeder CTR : 150-100/0.577-1-1-1 A, Cl 0.2S

60 kV, 10 kA, Metal Oxide type, heavy duty, station class 3, Lightning Arrestor complete with Surge Counter & flexible copper connecting lead. (BIL- 650 kVpeak, Altitude- 3500 M)

66kV Cable sealing end (CSE) for BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M suitable for holding ACSR Zebra Conductor at one end and 66kV 1Cx400sqmm XLPE EHV Cable at other end

CT, CB JB complete with 30 nos Disconnecting type Terminals Blocks, complete with wiring.

Bay Marshalling Kiosk, made of 2.5 mm. thick sheet steel, protection class IP 55 complete with 200 TB

ACSR "Zebra" conductor

Terminal connectors for 66kV side.The Quantity of Terminal connectors shall be as per substation layout & shall be supplied as per technical specification as per individual equipment requirement

Terminal connector for 66kV Isolator to receive single ACSR Zebra Conductor.

Terminal connector for 66kV SF6 Circuit Breaker to receive single ACSR Zebra Conductor

Terminal connector for 66kV Current Transformer terminal to receive single ACSR Zebra Conductor

Terminal connector for 60kV Lightning Arrester to receive Single ACSR Zebra Conductor

Transformer Bushing Connector ( 72.5kV Side )

Terminal connector for NCT suitable for 50x6 mm CU flat

11kV Equipment

11KV Neutral current transformer for 66 /11kV transformer on 66 kV side neutral CTR 150-100/1 A CT design parameter.

11kV CSE for BIL- 650 kVpeak,Creepage distance=2960 mm/kV, Altitude- 3500 M suitable for holding ACSR Zebra Conductor at one end and 11kV, 1Cx400sqmm XLPE HV Cable at other end

11kv , 26.3kA for 1 Secs., 800A, 500MVA rupturing capacity indoor VCB switchgearpanel 24V DC operated with required PTs, CTs, protective relays, metering equipment, auxiliary equipment, extensible (both sides) copper busbars, complete cable termination Kits and all realy shall be of numerical type with suitable for IEC 61850 protocol as per technical specification. 1. 1250A Incoming feeder = 1 Nos. for each transformer Core-1:600-300 / 5A Cl-0.2s, 15 VA, ISF=<5 Core-2: 600-300/5A, 5P20, 15 VA Core-3: 600-300/5A, PS To be provided with one Tri-vector meter on each incomer and outgoing 2. 400 A outgoing feeder = 2 Nos Core-1: 200-100/5A Cl- 0.2s, 15 VA, ISF=<5 Core-2: 200-100/5A 5P10, 15 VA 3.1250 A Buscoupler feeder = 1 Nos., CTR : 600-300/5-5 A, 2 Core Refer CT design parameters as per technical specifications. 4. 400 A outgoing feeder = 1 Spare Core-1: 200-100/5A Cl- 0.2s, 15 VA, ISF=<5 Core-2: 200-100/5A 5P10, 15 VA

Indoor floor mounted, simplex type Control and Relay Panels, with mimic & annunciation panel for 66kV system as per specification comprising of the C & R Panels shall be complete with Numerical Relays as per the Technical specifications. The control, metering & protection system shall be complete with Numerical relays & compatible for performing the functions as per the electrical specifications & shall be fully compatible with substation automation /SCADA. (66 kV Transformer Protection & Control Panel )

Earthing and Lightning protection material (The quantity of GI Flat/MS rod for earthing & lightning protection is approximate. The exact quantity to be arranged as per GFC drawing and as per site requirement)

65 x 8 mm GI Flat for Equipment Earthing like CT,CB, Isolator , LA, BPI & Tower Earthing, riser below ground etc.

75 x 12mm GI Flat for earthing of Transformer body

50 x 6 mm GI Flat for earthing of Marshalling Boxes, Panel, Junction boxes, Distribution Board, Battery Charger etc.

50 x 6 mm Copper flat for earthing of Transformer Neutral on HV as well LV Side.

Supply and erection of Rod type earthing as per IS with 3000 mm long,40 mm dia rod to be placed in 3000 mm deep pit for Transformer Neutral earthing t to be filled with salt & charcoal (as per standard earthing Practices)(Power trafo )

Battery with Battery Charger and DC Distribution Board (Running + Standby)

30V DC, 200 AH lead acid battery of VRLA type complete with accessories as per specification with 10% spare acid in non-returnable container (In tier arrangement).

Automatic float and Float cum boost charger 40 A suitable for 30 V 200 AH VRLA battery & charger shall be as per specification

DC Distribution Board , fed from independent Battery charger. Busbar rating 100 A for 24 V DC, 16 kA /for 1 SEC, Copper. 1 no. incomer 100A MCCB( Microprocessor base, 4 Nos. - Outgoing feeders with 32A MCCB , 3 Nos. - Outgoing feeders with 16A MCCB

Structural steel for Equipment

Hardwares, nuts, bolts and spring washer

Lightning Mast

15 Meter Lightning mast with 1.5 meter spike for earthing

Cable and accessories

11 kV, 1 Core 400 sqmm., AL Conductor, XLPE Insulated , PVC Sheathed, Armoured PVC Outer Sheath Cable for 11 kV outgoing fedder from Power transformer to 11 kV switchgear panel and 11kV Switchgear panel to Double pole structure.(1 runs/phase)

11 kV outdoor termination kit (1CX400 Sqmm.)

11 kV indoor termination kit (1CX400 Sqmm.)

11 kV, 3 Core 240 sqmm., AL Conductor, XLPE Insulated , PVC Sheathed, Armoured PVC Outer Sheath Cable from 11 kV outgoing feeder to outgoing Double pole Structure .(1 runs/phase)

11 kV outdoor termination kit (3CX240 Sqmm.)

11 kV indoor termination kit (3CX240 Sqmm.)

66 kV EHV cable (fault current 31.5kA), 1 Core 400 sqmm, AL Conductor, XLPE Insulated , PVC Sheathed, Armoured PVC Outer Sheath Cable for connecting main bus to trafo bay (1 run/phase with 1 spare run)

Auxiliary AC Feeders

2 core x 16 Sqmm Cu cable for BMK, Trafo MB & LDB

4 Core 16 sqmm Al cable for outdoor illumination JB

3 Core 2.5 sqmm Cu cable for outdoor illumination

31/2 core x 150 Sqmm Al cable for oil filtration

Termination kit and accessories for above item

1100 V grade, PVC Insulated, PVC sheathed, steel round wire armoured, stranded copper control cables of the following sizes:

2 core 4 sqmm.

2 Core 6 sqmm.

4Core 4 sqmm.

4 core 2.5 sqmm.

7 core 2.5 sqmm.

12 core 2.5 sqmm.

19 core 2.5 sqmm.

Double compression Glands and terminations (including ferruling, suitable Cu Lugs to meet the system requirements) for 1100 V grade PVC Insulated multicore Copper stranded conductor control cables of the following sizes: 2 core 4 sqmm., 2 Core 6 sqmm., 4Core 4 sqmm., 4 core 2.5 sqmm., 7 core 2.5 sqmm., 12 core 2.5 sqmm.& 19 core 2.5 sqmm.

11 KV, 10 KN pin insulator complete with 250 mm long Pins with Nuts

11 KV disc insulator for stay set

11 KV LA (Type 9KV 10KA Heavy Duty)

500 mm Ladder type Cable Trays for outdoor

150 mm Perforted type Cable Trays for outdoor

200 mm HDPE/PVC pipe for laying cable for road crossing

Fire Fighting equipment as per section-6 22.5 Kg capacity FE CO2 type, Trolley Mounted

25 Kg Capacity FE DCP type, Trolley Mounted

DCP 10 Kg Capacity, Wall mounted

FE CO2 6.5 Kg capacity, Wall mounted

DCP 5 Kg Capacity, Wall mounted

Foam Type 9 liter Capacity, Wall mounted

Water CO2 9 liter, Wall mounted

Fire Buckets (12 Nos. with stand in one set)

Rubber mats for control room building near 11 kv panels as per voltage rating requirement conforming to IS-15652 with latest amendments

LED flood light fitting with 150W led with all accessories control gear for Yard Lighting ( to be mounted on Gantry Tower )

Lighting junction box for Light suitable for out door Installation comprising of 4 Nos. CBT M 4 type terminal connector for light connections Max size 150 x150x100mm

40W Tubelight for Indoor Switchgear Room

Substation Civil Portion

Site Development

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in : All kinds of Soil:

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Carriage for earth work upto 5 km

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Supplying and laying 150 mm thick machine crushed 40 mm and 20 mm blue stone aggregates in layers. Bottom layer of 50 mm thickness with 20 mm size aggregates uniformly spread and compacted and Top layer 100 mm thick with 40mm aggregate to be spread uniformly and compacted.

Supplying chemical emulsion in sealed containers including delivery, diluting and applying for antiweed treatment in yard as specified by manufacturer.

Trench Work

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for Fundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary rock

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All work upto plinth level.

Foundations: footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more.

Structure Steel Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded.

Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) single socketed pipes 110mm diameter

Road Works

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

Construction of (WBM) by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause 401 of MoRTH specifications (with an initial lead of 5 km) (including cost of testing of materials at site and laboratory as directed by the deptt.) (i) Using Grading I material

Cement concrete 1:2:4 ( 1 cement :2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation, finishing and tamping complete.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope/ camber, finishing with required texture, including steel form work with turdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to ,be paid separately). Note:-Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine.

Centring and shuttermg including strutting, propping etc. and removal of form for foundations: footings, bases of columns etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade ‘A’ sealing compound.

Fencing Works

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for Fundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary rock

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of entering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All work upto plinth level.

Centring and shuttermg including strutting, propping etc. and removal of form for foundations: footings, bases of columns etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with non modular fly ash lime bricks (Flag Brick confrming to IS: 12894, class designation to average compressive strength in superstructure above Plinth level upto floor V level including curing complete in: Cement mortar 1 :6 (1 cement : 6 coarse sand)

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)

Structure Steel Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer-in-charge. Made of G. I. wire of dia 4mm, PVC coated to achieve outer dia, not less than 5mm in required colour and shade.

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length (total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 orizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately).

External Drain

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for Fundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary rock

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Brick work with non modular fly ash lime bricks (Flag Brickconfrming to IS: 12894, class designation to average compressive strength in superstructure above Plinth level upto floor V level including curing complete in: Cement mortar 1 :6 (1 cement : 6 coarse sand)

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 300 mm dia. R.C.C. pipe

Control Room Building

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 2.0 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary rock Up to a depth of 2.00m below the existing ground level.

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of entering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All work upto plinth level.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of entering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All work from plinth level upto floor V level.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centring and shuttermg including strutting, propping etc. and removal of form for Foundations: footings, bases of columns etc. for mass concrete.

Columns, Pillars, Piers, Abutments, Posts and Struts.

Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick

Suspended floors, roofs, landings, balconies and access platform with water proof ply 12mm thick

Brick work with non modular fly ash bricks confirming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level upto floor five level including curing complete in: Cement mortar 1 :6 (1 cement : 6 coarse sand)

Brick work with non modular fly ash bricks confirming to IS:12894, class designation 10 average compressive strength in superstructure above plinth level upto floor five level including curing complete in: Cement mortar 1 :6 (1 cement : 6 coarse sand)

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete.

6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand ) with Neat cement punning

Internal Plaster work 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)

External Plaster work with water proofing materials 18mm Cement plaster in two coats under layer 12mm thick cement plaster 1 : 5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1 : 3 (1 cement: 3 coarse sand) finished rough with sponge

Supplying and filling in plinth with fine sand under floors including, watering, ramming consolidating and dressing complete. 100 mm thick

Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 100 mm thick

Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) :

White washing with lime to give an even shade on New Work (three or more coats).

Applying one coat of water thinable cement primer of approved brand and manufacture on wall surface

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer.

Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm.

Providing and laying integral cement based water proofing treatment including prepration of surfaces as required for treatment of roofs, balconies, terracies etc consisting of following operations. a) applying a slurry coat of neat cement using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC Slab including adjoining walls upto 300mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm size with 50% of Cement mortar 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over 20mm thick layer of cement mortar of mix 1:5 (1 Cement: 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs), c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick jointless cement mortar of mix 1 :4(1 cement: 4 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finially finishing the surface with trowel with neat cement slurry and making pattern of 300x300mm/sq 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by Engineer-in-charge. With average thickness of 120mm and minimum thickness at khurra as 65 mm.

Making khurras 45x45 em with average minimum thickness of 5 em cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.

Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) single socketed pipes 110mm diameter

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 150 mm dia. R.C.C. pipe

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z. sections and other sections of approved make conforming to IS : 733 and IS : 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber I neoprene .. gasket felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing I panelling, C.P. brass I stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in- Charge (glazing, panelling and dash fasteners to be paid for separately.)

For shutters of doors, windows & ventilatorsincluding providing and fixing hinges I pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber I neoprene gasket required (Fittings shall be paid for separately.) Polyester powder coated aluminium (minimum thickness of polyester powder coated 50 microns)

Providing and fixing 12mm thick prelaminated particle boardflat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-l type-11) in panelling fixed in aluminium doors, windows shutters and partition frames with C. P. brass I stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides.

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber I neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item.) With float glass panes of 5mm thickness (weight not less than 12.50 kg/sqm)

Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. Complete as per direction of Engineer-in-charge Polyester powder coated minimum thickness 50 microns aluminium

Providing and fixing Brass 100mm mortice latch and lock with 6levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads landings etc. of stair cases including use of chequered plate wherever required; all complete.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed, consolidated and grouted with fine sand including finishing the top smooth and curing complete.

Light & fan Point (First Point)

Light & fan Point (second Point)

3 pin 6 amp plug point including earthing the 3rd pin (power Point)

3 pin 16 amp plug point including earthing the 3rd pin (power Point)

Supply & erection of PVC Copper insulated & sheathed 2 Wire circular flexible wire size 4 Sq.mm(power point)

Supply & erection of PVC sheathed copper conductor cable single core 1100V grade in sizing 6 Sq mm (AC Point)

Supply & erection of 9W LED

Supply & erection 2x24W led tube light

Supply & erection 5w led light

Industrial Power Socket 32 Amps

Cable from ACDB to distribution board Al ( 4C x 35 sq mm)

Equipment Foundations

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for Fundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary rock

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of entering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All work upto plinth level.

Centring and shuttermg including strutting, propping etc. and removal of form for Foundations: footings, bases of columns etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Power Transformer Foundation

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 2.0 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: Ordinary rock Up to a depth of 2.00m below the existing ground level.

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of entering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All work upto plinth level.

Centring and shuttermg including strutting, propping etc. and removal of form for Foundations: footings, bases of columns etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 2.0 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:

Providing and laying in position cement concrete of specified grade including curing but uding the cost of centring and shuttering. All work upto plinth level with. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal size).

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding thecost of entering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All work upto plinth level.

Centring and shuttermg including strutting, propping etc. and removal of form for·

Foundations: footings, bases of columns etc. for mass concrete.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Structure Steel Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded.

11kV Line D/C Supply portion

Supply of 13 Meter Steel Tubular pole (540 SP 72 as per IS: 2713/80) with base plate(450x450x6mm MS painted type) with two coats of red Oxide and one coat of bitumen compound at bottom till planting depth. Silver/Aluminum paint shall be painted on exterior of pole. The weight of the Pole shall be 343 kg and outside diameter and thicknes of section shall be 219.1x5.90 mm(bottom), 193.7x4.85 mm( middle) and 165.1x4.50 mm(top). The pole shall be erected in a pit of size 600mmx600 mm(2000mmdeep) in M 20 grade PCC 300 mm muff shall be provided above the ground level in M 20 PCC Each Pole shall have M12 stud welded for earthing. The poles shall be erected as Four pole structure for River Crossing.

Supply of 11 Meter Steel Tubular pole (540 SP 56 as per IS: 2713/80) with base plate(450x450x6mm MS painted type) with two coats of red Oxide and one coat of bitumen compound at bottom till planting depth. Silver/Aluminum paint shall be painted on exterior of pole. The weight of the Pole shall be 241 kg and outside diameter and thicknes of section shall be 193.7x5.40 mm(bottom), 165.1x4.50 mm( middle) and 139x4.50 mm(top). The pole shall be erected in a pit of size 600mmx600 mm(2000mmdeep) in M 20 grade PCC 300 mm muff shall be provided above the ground level in M 20 PCC Each Pole shall have M12 stud welded for earthing. The poles shall be erected as Single Pole, Double pole structure Three Pole & Four Pole.

Supply of 100 mm2 ACSR conductor `Dog' including for jumpering and binding etc.

Supply of GSL No. 8 SWG running as continuous earth wire.

Supply of PG clamps suitable for :- 100 mm2 ACSR 'Dog' conductor.

Supply of V shape cross arms made out of 1650 mm long Galvanized channel of size 100x50x6 mm.(wt. 13.200 Kg including fabrication)

Supply of 33kV Polymeric Composite Disc Insulator 36KV, min failing load 70 KN, Lighting Impulse 170 kV Positive and 180 kV Negative, Creepage distance 900mm. (as per J&K PDD Specification.)

Supply of 33 KV Polymeric Composite Pin Insulator with Pin, 36kV, 10 kN, Lighting Impulse 170 kV Positive and 180 kV Negative, creepage distance 900mm. (as per J&K PDD Specification.)

Supply of 11 KV disc insulator for stay

Supply of horizontal shape cross arms made out of 2200 mm long MS channel of size 100x50x6 mm.(wt. 21.032 Kg including fabrication (Galvanized) . For DP & FP Structures

Supply of Bracing Angle for DP (Galvanized), ( ISA 50x50x6 mm Lg 2860mm,, Wt.12.87 Kg)

Supply of Belting Angle for DP (Galvanized), ( ISA 50x50x6 mm Lg 2200mm,, Wt.9.90 Kg)

Supply of Bracing Angle for FP (Galvanized), ( ISA 50x50x6 mm Lg 3220mm,, Wt.14.49 Kg)

Supply of Belting Angle for FP (Galvanized), ( ISA 50x50x6 mm Lg 2040mm,, Wt.9.180 Kg)

Supply of Guard Angle for DP & FP Fabricated (Galvanized) ( ISMC 50 X 50 X6( Lg. 2400mm, 10.80 Kg/mtr),

Eye Screw Bolts 9"x5/8" Wt. 0.483 Kg. (GI) for earth wire

Supply Stay Sets 8' long complete with X-Plat 460mm of Angle 65x65x6 Elbow & rod Wt. 13.80 Kg.

Supply of GI Nuts & Bolts off sizes

Fish Plate

Supply of Pipe earthing as per IS with 6000 mm long, 40 mm GI pipe to be placed in 3000 mm deep pit and pit shall be treated with salt & charcoal as per IS. The connection to the pole shall with 50x6 mm GI Flat. Each location shall have two earthing

Supply of salt and char coal/coke for pipe earth electrode as per specification (25kg Salt & 25 kG Char coal per earthing )

Earthing rod Wt. 6.175KG (at every single pole)

Supply of GI Strip of 25x6 mm, 9mtr. For earthing wt. 10.80 kg. for earthing purpose.

Full Clamps Wt. 2.325 kg. (Galvanised)

Half Clamps Wt.1.47 Galvanized)

Supply of danger plates of 2 mm thick plate.

Supply of Barbed wire as per J&K PDD specifications

Supply of number plate

Supply of phase plate

Supply of AL binding wire

11 KV LA (Type 9KV 10KA Heavy Duty) as per J&K PDD technical specification.

11 kV 400 Amps. GO Switch complete with handle, pipe & Supporting channel. As per J&K PDD technical specification, relevant ISS and latest amendments.

11 KV D.O. fuse unit

Erection Portion for 11 kV double circuit line on Steel Tubular ploe

Erection of 13 Meter Steel Tubular pole (540 SP 72 as per IS: 2713/80) with base plate(450x450x6mm MS painted type) with two coats of red Oxide and one coat of bitumen compound at bottom till planting depth. Silver/Aluminum paint shall be painted on exterior of pole. The weight of the Pole shall be 343 kg and outside diameter and thicknes of section shall be 219.1x5.90 mm(bottom), 193.7x4.85 mm( middle) and 165.1x4.50 mm(top). The pole shall be erected in a pit of size 600mmx600 mm(2000mmdeep) in M 20 grade PCC 300 mm muff shall be provided above the ground level in M 20 PCC Each Pole shall have M12 stud welded for earthing.The poles shall be erected as Four pole structure for River Crossing.

Supply and erection of 11 Meter Steel Tubular pole (540 SP 56 as per IS: 2713/80) with base plate(450x450x6mm MS painted type) with two coats of red Oxide and one coat of bitumen compound at bottom till planting depth. Silver/Aluminum paint shall be painted on exterior of pole. The weight of the Pole shall be 241 kg and outside diameter and thicknes of section shall be 193.7x5.40 mm(bottom), 165.1x4.50 mm( middle) and 139x4.50 mm(top). The pole shall be erected in a pit of size 600mmx600 mm(2000mmdeep) in M 20 grade PCC 300 mm muff shall be provided above the ground level in M 20 PCC Each Pole shall have M12 stud welded for earthing.The poles shall be erected as Single Pole, Double pole structure Three Pole & Four Pole.

Erection of 100 mm2 ACSR conductor `Dog' including for jumpering and binding etc.

Erection of GSL No. 8 SWG running as continuous earth wire.

Erection of PG clamps suitable for :- 100 mm2 ACSR 'Dog' conductor.

Erection of V shape cross arms made out of 1650 mm long Galvanized channel of size 100x50x6 mm.(wt. 13.200 Kg including fabrication)

Erection of 33kV Polymeric Composite Disc Insulator 36KV, min failing load 70 KN, Lighting Impulse 170 kV Positive and 180 kV Negative, Creepage distance 900mm. (as per J&K PDD Specification.)

Erection of 33 KV Polymeric Composite Pin Insulator with Pin, 36kV, 10 kN, Lighting Impulse 170 kV Positive and 180 kV Negative, creepage distance 900mm. (as per J&K PDD Specification.)

Erection of 11 KV disc insulator for stay

Erection of horizontal shape cross arms made out of 2200 mm long MS channel of size 100x50x6 mm.(wt. 21.032 Kg including fabrication (Galvanized) . For DP & FP Structures

Erection of Bracing Angle for DP (Galvanized), ( ISA 50x50x6 mm Lg 2860mm,, Wt.12.87 Kg)

Erection of Belting Angle for DP (Galvanized), ( ISA 50x50x6 mm Lg 2200mm,, Wt.9.90 Kg)

Erection of Bracing Angle for FP (Galvanized), ( ISA 50x50x6 mm Lg 3220mm,, Wt.14.49 Kg)

Erection of Belting Angle for FP (Galvanized), ( ISA 50x50x6 mm Lg 2040mm,, Wt.9.180 Kg)

Erection of Guard Angle for DP & FP Fabricated (Galvanized) ( ISMC 50 X 50 X6( Lg. 2400mm, 10.80 Kg/mtr),

Eye Screw Bolts 9"x5/8" Wt. 0.483 Kg. (GI) for earth wire

Erection Stay Sets 8' long complete with X-Plat 460mm of Angle 65x65x6 Elbow & rod Wt. 13.80 Kg.

Erection of GI Nuts & Bolts off sizes

Fish Plate

Erection of Pipe earthing as per IS with 6000 mm long, 40 mm GI pipe to be placed in 3000 mm deep pit and pit shall be treated with salt & charcoal as per IS. The connection to the pole shall with 50x6 mm GI Flat. Each location shall have two earthing

Earthing rod Wt. 6.175KG (at every single pole)

Erection of GI Strip of 25x6 mm, 9mtr. For earthing wt. 10.80 kg. for earthing purpose.

Full Clamps Wt. 2.325 kg. (Galvanised)

Half Clamps Wt.1.47 Galvanized)

Erection of danger plates of 2 mm thick plate.

Erection of Barbed wire as per J&K PDD specifications

Erection of number plate

Erection of phase plate

Erection of AL binding wire

Muffing of 11 &13 mtr Steel Tubular Poles 2 mtr below the ground and 0.3 mtr above the ground (Muff size 450x450 C.C 1:3:6)

11 KV LA (Type 9KV 10KA Heavy Duty) as per J&K PDD technical specification.

11 kV 400 Amps. GO Switch complete with handle, pipe & Supporting channel. As per J&K PDD technical specification, relevant ISS and latest amendments.

11 KV D.O. fuse unit

Capital Electech Private Limited