MKK/B302-000-MK-T-9530/1035

METALLIC MATERIALS AND CORROSION

Magnetic Cleaning and Electronic Geometry Pigging

Mobilisation/ Demobilisation of pigging tools, tackles, consumables, accessories and personnel by Contractor at work site including but not limited to magnet pigs, electronic geometry pigs and pig tracking device, temporary launcher and receiver as per Specification and other provision of the bid document including supply of material, equipment, manpower, etc. as required for geometry inspection and magnet cleaning in accordance with the EIL Specification B302-000-06-41-EGP-0013: A) Mobilisation B) Demobilisation NOTE: Lumpsum charge is applicable for Mobilization and Demobilization charge only, and not for the entire Magnetic Cleaning and EGP charge.

Magnetic Cleaning: Running of adequate no. of Magnet Pigs for pipeline including pig tracking for each segment, preparation of site report as per Specification and provisions of the bid document.

Electronic Geometry Pigging: Running of adequate no. of Electronic Geometry Pig (Caliper) including pig tracking for each segment, preparation of site report on pipeline, data analysis at Contractors facility as per Specification and provisions of the bid document.

Defect Verification: Defect verification at a max. of 3 locations for each segment inspected including supply of all tools, tackles, instruments, personnel and their transportation, all earth work, repair of pipeline coating wherever exposed, backfilling, work complete in all respect as per direction of engineer-in-charge. NOTE: Unit EACH signifies each segment of the pipeline.

Final Report: Preparation of final work report as per agreed format and submission to Client / Client's Consultant in total of 4 copies.

CATHODIC PROTECTION

TEMPORARY CATHODIC PROTECTION:

Survey, Design, Detail Engineering, Supply, installation, testing and commissioning, Post commissioning surveys, interference mitigation of the cathodic protection system of the pipeline. All work shall be carried out conforming to the scope of work, design basis, data sheets, specifications, standards, drawings, etc as per the provisions of GCC, SCC and specification no: B302-000-06-45-CSW-9530 Rev. 0.

PERMANENT CATHODIC PROTECTION SYSTEM:

Survey, Design, Detail Engineering, Supply, installation, testing and commissioning, Post commissioning surveys, interference mitigation of the cathodic protection system of the pipeline. All work shall be carried out conforming to the scope of work, design basis, data sheets, specifications, standards, drawings, etc as per the provisions of GCC, SCC and specification no: B302-000-06-45-CSW-9530 Rev. 0.

ELECTRICAL WORKS

MISCELLANEOUS CONTROL GEAR

Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Weight of the unit up to 5 kg.

Weight of the unit above 5 kg. but upto 20 kg.

Supply of flameproof and weather proof type Push Button station as per EIL standard specification No. 6-51-0006 as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

PLUGS, SOCKETS AND JUNCTION BOXES

Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin sockets along with associated 5 pin plugs.

Supply of following types of FLP (II C) and WP sockets, plugs and handlamps as per EIL specification No. 6-51-0021, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin socket.

63 A, 415 V, 5 pin Plugs for item no. 01EE.1060.30.10

240 V, 15 A, 3 pin socket.

240 V, 15 A, 3 pin Plugs for item no. 01EE.1060.30.70

ANCHOR FASTENERS

Supply, drilling in RCC and fixing of metallic anchor fasteners for supporting of cable trays and miscellaneous electrical switchgear of following sizes, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

TESTING AND COMMISSIONING OF MOTORS

Testing and commissioning of MV motors of following ratings and checking of all interface connections, change of grease, wherever required, including supply of approved type of grease, no load/full load running of motor, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Upto 5.5 kW.

Above 5.5 kW but upto 11 kW.

Above 11 kW but upto 22 kW.

Testing and commissioning of safe area/ FLP motor operated valve actuators with integral starter of different sizes, checking of all interface connections, local/remote controls, settings of limit and torque switches, no load/full load running, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge.

Safe area/FLP motor operated valve actuators.

SAFETY EQUIPMENT

Supply and installation of the following, including the supply of necessary clamps, bolts, rawl plugs etc., breaking and making good of walls, if required, mounting, including all labour and materials, complete and as per applicable standards and CEA Guidelines and as per directions of Engineer-in-Charge.

Shock hazard charts complete with frame and glass.

First Aid Boxes.

4.5 kg capacity CO2 type fire extinguishers.

9 kg capacity CO2 type fire extinguishers.

Sand buckets with stand (Each with at least 3 sand buckets).

Supply and laying of 900 mm wide safety insulation mats complying to IS-15652, of following grades required for maintenance of electrical equipment in substation, including cutting to required shape in running length, including all labour and materials, as per applicable Indian or International standards and CEA Guidelines and as per directions of Engineer-in-Charge.

3.3 kV grade.

Supply of following items as per applicable Indian standards/CEA Guidelines.

Enamelled caution boards.

Discharge rod with earthing facility (upto 11 kV grade).

Discharge rod with earthing facility (Above11 kV & 33kV).

SUPPLY OF MV CABLES

Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm

3 C x 4 sq. mm

4 C x 10 sq. mm

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, PVC insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

2 Pair x 1.5 sq. mm

4 Pair x 1.5 sq. mm

6 Pair x 1.5 sq. mm

12 Pair x 1.5 sq. mm

Supply of 1100 V grade, Aluminium Conductor, XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

3 C x 25 sq. mm

3.5 C x 35 sq. mm

3.5 C x 70 sq. mm

3.5 C x 95 sq. mm

3.5 C x 185 sq. mm

3.5 C x 300 sq. mm

LAYING OF CABLES

Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and applying of fireproofing paint to meet OISD requirement (for 1m length near terminations), supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

END TERMINATIONS

Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

Termination of communication, fire alarm & control paired cables and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting, stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable- cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

All sizes from 1P to 4P and upto 2.5 sq. mm

All sizes from 5P to 10P and upto 2.5 sq. mm

All sizes from 11P to 15P and upto 2.5 sq. mm

G.I. & PVC PIPES

Supply and laying of following sizes of G.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

STRUCTURAL STEEL

Supply, fabrication and installation of MS base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including shot blasting, welding, bolting, riveting, supply of necessary anchor bolts and grouting etc., supply of paint and applying of anti-rust primer coat and finished coats of approved synthetic enamel paint as per Table-10 of specification 6-79-0020 suitable for highly corrosive environment, including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid).

CABLE GLANDS

Supply of nickel-plated, flame proof IIA/IIB double compression type brass cable glands, suitable for out door terminations of armoured PVC cables of following overall diameter (excluding termination and connection of cables), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Supply of nickel plated brass double compression cable glands suitable for outdoor installations (WP) of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

Supply of nickel plated brass single compression cable glands of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

MARKERS

Supply and installation of cable markers as per std. 7-51-0301, for underground cable runs with 14 SWG enamelled steel plate with white lettering on jade green background inclusive of providing and fixing supports, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and installation of earth pit markers for directly buried GI pipe electrodes with 14 SWG enamelled steel plate engraved with white letters BURIED, EARTH ELECTRODE on JADE green background complete with support and foundation as per approved drawings, specifications of this tender and direction of Engineer-in-Charge.

CABLE LUGS

Supply of crimping type long barrel tinned copper lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

All sizes upto 10 sq. mm

All sizes from 16 to 35 sq. mm

All sizes from 50 to 185 sq. mm

All sizes from 240 to 400 sq. mm

ADAPTORS / REDUCERS / NIPPLES ETC.

Supply and fixing nickel-plated brass adaptors/ reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread.

Eqpt. Thread 3/4" PF (J.I.S.)-E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) - E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) -E.T. Thread 1"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/4"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/2"ET

Eqpt. Thread 2" PF (J.I.S.) -E.T. Thread 1-1/2"ET

Supply and fixing FLP(IIA/IIB), weatherproof, nickel-plated brass adaptors/reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread.

Eqpt. Thread 3/4" PF (J.I.S.)-E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) -E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) -E.T. Thread 1"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/4"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/2"ET

Eqpt. Thread 2" PF (J.I.S.) -E.T. Thread 1-1/2"ET

LIGHTING POLES

Supply and installation of street lighting poles (single bracket/double bracket) including supply and installation of marshalling box as per std. 7-51-0208 and necessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Poles as per std. 7-51-0207 sht. 2 of 2 (Single bracket).

Supply and installation of Flood Light Poles as per std. 7-51-0205 (sheet 1 of 2) including supply and installation of marshalling box as per std. 7-51-0208, necessary wires running from marshalling box to the lighting fixtures, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Flood light poles with marshalling box and wires for safe areas.

HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES

Supply of following FLP/Div.2 lighting fixtures complete with lamps, requisite FLP cable glands, plugs and necessary control gear as per EIL standard specification No. 6-51-0061, data sheet for lighting fixture schedule, including all albour and materials, specifications of this tender and directions of Engineer-in-Charge.

Type FLP-LED-4 Fixtures.

Type FLP-LED-9 Fixtures.

SAFE AREA LIGHTING FIXTURES

Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge.

Type LED 2 Fixtures.

Type LED IND-1 Fixtures.

Type LED IND-4 Fixtures.

Type LED FD-1 Fixtures.

Type LED FD-2 Fixtures.

FANS AND EXHAUST FANS

Supply, installation, connection, testing and commissioning of following types of exhaust fans including supply of all necessary supports etc., including fixing of cable glands, lugs with BEE(Bureau of Energy Efficiency) rating of minimum 3 star including all labour and materials and accessories like mounting frame, fixing bolt, wire guard/louvres etc., as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

450 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres.

450 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres suitable for Gas group IIC, temperature class T3.

Supply, installation, connection, testing and commissioning of 240 V AC, 1200 mm sweep ceiling fan with regulator (labeled as minimum 3-star by Bureau of Energy Efficiency)including providing clamp/hook in RCC slab, if necessary, providing, fixing, ceiling, rose, wiring, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

SOCKETS / RECEPTACLES AND SWITCHES / MCB UNITS

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase, sockets/receptacles and metallic outlet boxes as described below including supply of all connected materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 A, 3 pin plate type flush/ surface mounting sockets/receptacles.

16/6 A, 6 pin plate type flush/ surface mounting sockets/receptacles.

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase switches/MCB units, including outlet boxes and associated accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 A, plate type flush/surface mounted switches.

20A, DP MCB unit in moulded case enclosure for window type air conditioner.

LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS

Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with complete wiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

40 A, 4 pole incomer MCB isolator and RCCB and 6 Nos. outgoing single pole MCBs (upto 20 A).

40 A, 4 pole incomer MCB isolator and RCCB and 12 Nos. outgoing single pole MCBs (upto 20 A).

WIRING

Circuit wiring with 660 V grade, (sizes given below), FRLS PVC insulated copper wires in already laid surface/concealed conduit from lighting panel/power panel onwards including the supply of wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 Nos x 1.5 sq. mm

3 Nos x 2.5 sq. mm

5 Nos x 1.5 sq. mm

5 Nos x 2.5 sq. mm

7 Nos x 1.5 sq. mm

3 Nos x 4 sq. mm

Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing) from lighting panel/distribution junction box onwards including the supply of cable, junction boxes and cable glands, including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm unarmoured Cu cables.

3 C x 2.5 sq. mm armoured Cu cables.

Supply and laying of (surface type) approved make of black enamelled steel conduit of following diameter and associated fittings from lighting/power panel, telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

Supply and installation of 50 mm x 50 mm, (18 SWG) 'METSEC' channel with removable cover, including supply of all connected hardware, supports, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Circuit wiring with 660 V grade (sizes given below) PVC insulated copper conductor wires in already installed metsec channel including the supply of wires, termination, connection and harnessing of wires etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

1.5 sq. mm wires.

Supply and laying of (concealed type) PVC conduit of following diameter and associated fittings in brick walls, RCC slabs/ceilings for lighting/ power/telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, making cuts and chasis in built up brick work, RCC slabs/ceilings and making good the same, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

EARTH ELECTRODES

Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth electrode as per std. 7-51-0102.

EARTH STRIPS

Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

EARTHING CONNECTION

Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3/8" dia (10 mm) flexible rope.

5/8" dia (16 mm) flexible rope.

8 SWG GI Wire.

EARTH PLATES

Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth plate as per std. 7-51-0103.

Cu earth plate as per std. 7-51-0103.

EARTHING CABLES

Supply of 1100 V grade, multi stranded Copper Conductor, XLPE/PVC insulated and unarmoured cables (with green/yellow strips or green colour outer sleeve) of following sizes as per EIL standard specification No. 6-51-0051, data sheet, specifications of this tender and directions of Engineer-in-Charge.

1 C x 10 Sqmm

TELEPHONE SYSTEM

Supply, installation, testing and commissioning of Indoor Telephone Distribution J.B. made out of 2.03 mm (14 gauge) sheet steel, with one anti-rust coat of primer, with two finished coats of approved epoxy paint, with Krone type terminals with hinged lockable door, detachable gland plate at the bottom/top complete with termination and connections of incoming/ outgoing cables, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge.

TDJB Surface mounting type, suitable for 1 nos 10 Pair incoming cable(s) and 10 nos 1 Pair outgoing cable(s)

Supply, installation, connection, testing and commissioning of following plug - in type sockets for Telephones extensions including supply of sheet boxes with covers connection of socket and plug, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Flush Mounting Type.

Wiring with (No. of wires given below) 660 V grade, 0.63 mm dia. annealed tinned copper conductor, PVC insulated twin flat wire as per relevant IS in already laid surface/concealed conduit from TDJB onwards to telephone sockets including supply of Wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

1 No. twin flat wire.

SUPPLY OF COMMUNICATION / FIRE ALALRM CABLE / CONDUITS / DUCTS

Supply of communication, fire alarm & control paired cables of following sizes as per EIL standard specification No. 6-51-0052, data sheet, specifications of this tender and directions of Engineer-in-Charge.

Non-Jelly filled cables of size 1.5 mm 2 pair un-armoured fire alarm cable (Red Colour).

CIVIL WORKS/M.S. CHEQUERED PLATE

Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured).

Excavation and backfilling of trenches in all types of soil except rock.

Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge.

Fine river sand.

Supply and spreading of approved FLY ASH BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured).

Bricks.

Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 mm thick M.S. chequered plate.

Miscellaneous

Supply, installation, testing and commissioning of LED PT-1 lighting fixtures and connecting to wiring junction box/marshalling box complete with LED lamps and necessary driver including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fasteners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-charge.

Supply, installation, testing and commissioning of LED ST10 lighting fixtures and connecting to wiring junction box/marshalling box complete with LED lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for LED lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-charge

Supply and installation of Lighting Poles for floor mounting for hazardous area as per std. 7-51-0201, including supply and installation of flameproof marshalling box / 3- way flameproof junction box, necessary wiring running from marshalling box/3-way junction box to the lighting fixtures, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, and all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge.

Supply, installation, testing and commissioning of 415V±10%, 50 Hz±3%, 9kA (1sec), 13 kVAR, TPN, mV capacitor bank along with APFC panel with insulators, 6% series reactor, RVT, fuses and any other necessary equipment as per data sheet, job specification B302-000-16-50-SP-9512 and scope of work B302-000-16-50-SOW-9509, including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in-charge.

LED FLP IIC-1 Supply of following FLP/Div.2 lighting fixtures complete with lamps, requisite FLP cable glands, plugs and necessary control gear as per EIL standard specification No. 6-51-0061,data sheet for lighting fixture schedule, including all labour and materials, specifications of this tender and directions of Engineer-in-charge.

2Px1.5 Armoured cable Supply of 2Px1.5 sq. mm, 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, PVC insulated, armoured fire alarm (red colour) cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-charge.

Design, engineering, fabrication, supply, installation, testing and commissioning of following second hand 90 lbs rail 2 pole structure (as applicable) for single/ double circuit overhead line as per EIL standards (7-51-0402 / 7-51-0405), overhead line support/ termination/ bends etc, including the supply and installation of load break isolator, insulators, lightning arrestors, dropout fuses, trifurcating connectors for terminating overhead line on to cable including supply of cable end termination kit outdoor with accessories, 11/0.433 kV, ONAN transformer of 63 kVA (min) rating ,including supply of ACSR conductor for running over poles, structures including P.G. Clamps, connection to isolators, load break switch, drop out fuses, lightning arrestors, O/H line to cable box connector ,including supply and fixing of mS angles and channels, clamps and connectors, upper and lower bus bars, jumpers, with member for fixing wire guard, cable support, earth connection to earthing grid, supply and fixing of guys with 7/10 SWG GI wire, guard wire, 10 SWG GI earth wire, outdoor single phase CTs (metering CTs, Protection CTs.) and Outdoor PTs cast resin/ oil insulated on pole structures , as per EIL specification No. 6-51-0086, applicable specs and standards of State Electricity Authorities including supply of steel structure for positioning in place, site assembly of loosely furnished accessories civil foundation etc. The structure shall include all cross arms, bracings, foundation, GI barbed wire, anticlimbing devices, stay rods, base plates, anchor plates, painting etc., including all labour and materials EIL specifications 6-51-0086 as per approved drawings, specifications of this tender and directions of Engineer-in-charge.

Installation, testing and commissioning of min. 81 A, -48V, parallel redundant battery charger, with 415V±10%,50Hz±3%,TPN input supply along with 2x50% min 350 AH Ni-Cd battery bank for 12 hours back-up along with battery accessories, -48V, min 40Amp., compartmentalized DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min. 30A, -48V to 24V DC to DC converter with min 30A, 24V DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 5A, -48V to 240V DC to AC inverter with min. 5A, 240V ACDB with incoming & outgoing feeders of adequate rating in line with Battery and battery charger data-sheet, job specification (B302-000-16-50-SP-9512), scope of work (B302-000-16-50-SOW-9509), single line diagram and EIL standard specification no.6-51-0019, 6-51-0047 and 6-51-0056 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in-charge.

Installation, testing and commissioning of min. 127 A, -48V, parallel redundant battery charger, with 415V±10%,50Hz±3%,TPN input supply along with 2x50% 550 AH Ni-Cd battery bank for 12 hours back-up along with battery accessories, -48V, 62Amp., compartmentalized DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 30A, -48V to 24V DC to DC converter with min 30A, 24V DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 5A, -48V to 240V DC to AC inverter with min. 5A, 240V ACDB with incoming & outgoing feeders of adequate rating in line with Battery and battery charger data-sheet, job specification (B302-000 -16-50-SP-9512), scope of work (B302-000-16-50-SOW-9509), single line diagram and EIL standard specification no.6-51-0019, 6-51-0047 and 6-51-0056 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge.

Installation, testing and commissioning of min. 173 A, -48V, parallel redundant battery charger, with 415V±10%,50Hz±3%,TPN input supply along with 2x50% 750 AH Ni-Cd battery bank for 12 hours back-up along with battery accessories, -48V, 82Amp., compartmentalized DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 30A, -48V to 24V DC to DC converter with min 30A, 24V DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 5A, -48V to 240V DC to AC inverter with min. 5A, 240V ACDB with incoming & outgoing feeders of adequate rating in line with Battery and battery charger data-sheet, job specification (B302-000 -16-50-SP-9512), scope of work (B302-000-16-50-SOW-9509), single line diagram and EIL standard specification no.6-51-0019, 6-51-0047 and 6-51-0056 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge.

Supply, installation, testing and commissioning of 415V±10%, 50 Hz±3%, 9kA (1sec), 16 kVAR, TPN, mV capacitor bank along with APFC panel with insulators, 6% series reactor, RVT, fuses and any other necessary equipment as per data sheet, job specification B302-000-16-50-SP-9512 and scope of work B302-000-16-50-SOW-9509, including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of EIC.

Supply, installation, testing and commissioning of 415V±10%, 50 Hz±3%, 9kA (1sec), 40 kVAR, TPN, mV capacitor bank along with APFC panel with insulators, 6% series reactor, RVT, fuses and any other necessary equipment as per data sheet, job specification B302-000-16-50-SP-9512 and scope of work B302-000-16-50-SOW-9509, including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of EIC.

Supply, installation, testing & commissioning of 415V, 50Hz, 100A, 9kA (1sec), TPN fixed type compartmentalized freestanding stand alone switchboard as per data sheets, job specification B302-000-16-50-SP-9512, scope of work B302-000-16-50-SOW-9509, single line diagram and EIL standard specification 6-51-0012 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches / foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge.

Supply, installation, testing & commissioning of 415V, 50Hz, 200A, 9kA (1sec), TPN fixed type compartmentalized freestanding stand alone switchboard as per data sheets, job specification B302-000-16-50-SP-9512, scope of work B302-000-16-50-SOW-9509, single line diagram and EIL standard specification 6-51-0012 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches / foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge.

Supply, design, detailed engineering, preparation of documents, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, preparation of mimic for the conventional fire detection & alarm system including Power Pack and battery backup system including supply of required hardware, software, packing and delivery of the following fire alarm systems / its components including supply of mandatory spares, commissioning spares, special tools and tackles, first fill of consumables, including Installation, termination, connection, testing and commissioning including transportation from store/yard to site at the place of installation, assembling and installation on foundation or fixing to wall or steel structures, aligning, levelling, grouting, termination and connection of cables, making earth connections etc., including all labour and materials & documentation as per the enclosed EIL standard specification 6-51-0076, job specification, data sheets, approved drawings, etc. and other codes and standards attached or referred in this tender, statutory requirements and direction of Engineer-in-charge.

10 Zone Fire alarm panel.

Repeater panel suitable for wall mounting. (with battery & charger)

Photo electric/optical type smoke detectors.

Intrinsically safe Rate of rise cum fixed temp. type addressable heat detectors (Ex i, IIC).

Break glass type fire alarm boxes.

Response Indicators.

Exit signs. (One faced)

Hooters.

Sirens with starters.

Output/Control Relay Module

Hooter Acknowledge Box

Supply of fully equipped 16A MCCB Feeder as per datasheets, single line diagram, job specification, standard specifications, approved drawings and directions of Engineer-in-Charge.

Supply of fully equipped 32A MCCB Feeder as per datasheets, single line diagram, job specification, standard specifications, approved drawings and directions of Engineer-in-Charge.

Supply of fully equipped 63A MCCB Feeder as per datasheets, single line diagram, job specification, standard specifications, approved drawings and directions of Engineer-in-Charge.

Design, engineering, fabrication, supply, installation, testing and commissioning of following second hand 90 lbs rail 2 pole structure (as applicable) for single/ double circuit overhead line as per EIL standards (7-51-0402 / 7-51-0405), overhead line support/ termination/ bends etc, including the supply and installation of load break isolator, insulators, lightning arrestors, dropout fuses, trifurcating connectors for terminating overhead line on to cable including supply of cable end termination kit outdoor with accessories, 11/0.433 kV, ONAN transformer of 125kVA (min) rating ,including supply of ACSR conductor for running over poles, structures including P.G. Clamps, connection to isolators, load break switch, drop out fuses, lightning arrestors, O/H line to cable box connector, including supply and fixing of mS angles and channels, clamps and connectors, upper and lower bus bars, jumpers, with member for fixing wire guard, cable support, earth connection to earthing grid, supply and fixing of guys with 7/10 SWG GI wire, guard wire, 10 SWG GI earth wire, outdoor single phase CTs (metering CTs, Protection CTs.) and Outdoor PTs cast resin/ oil insulated on pole structures , as per EIL specification No. 6-51-0086, applicable specs and standards of State Electricity Authorities including supply of steel structure for positioning in place, site assembly of loosely furnished accessories civil foundation etc. The structure shall include all cross arms, bracings, foundation, GI barbed wire, anticlimbing devices, stay rods, base plates, anchor plates, painting etc., including all labour and materials, EIL specifications 6-51-0086 as per approved drawings, specifications of this tender and directions of EIC.

Supply and installation of Flood Light Pole (two) as per std. 7-51-0205 (sheet 2 of 2), including the supply and installation of flameproof marshalling box/3-way flameproof junction box including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and installation of earthing jumper connections across the pipe flanges including supply of 25 sq mm flexible copper cable with compatible copper lugs, bolts, nuts and spring washers, etc. (sizes of studs and bolts shall be as per piping material specification) as per 7-51-0112 including all labour and material as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply of 1100 V grade, Copper Conductor, EPR insulated, armoured, PVC outer sheathed, with fire survival type outer sheath, cable of 3Cx4 sq. mm as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, EPR insulated and armoured, PVC outer sheathed, with fire survival type outer sheath, 4Px1.5 sq. mm cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, EPR insulated and armoured, PVC outer sheathed, with fire survival type outer sheath, 6Px1.5 sq. mm cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, EPR insulated and armoured, PVC outer sheathed, with fire survival type outer sheath, 2Px1.5 sq. mm cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

INSTRUMENTATION

PRESSURE GAUGES AND ACCESSORIES (Incl. supply of Impulse pipe/Tubing material)

Installation of Line mounted or Remote mounted or Local Gauge Board mounted Pressure gauge/ Pressure gauge with Pulsation Dampener/ Syphon/ Overrange Protector (direct/ surface mounted/ diaphragm seal type) inclusive of mounting of instrument, supply of piping and tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specification, supply and erection of supports, mounting on support, (if support required), laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument, Gauge Board, Yoke, and Calibration.

In Carbon Steel as per Standard 7-52-0436/1114

PRESS.INSTRUMENTS (Incl. supply of Impulse pipe/Tubing material)

Installation of Pressure Transmitters/ Pressure Switches (with or without Pulsation Dampener, Overrange Protector)/ Diaphragm seal type Pressure Transmitters/ Diaphragm seal type Pressure Switches including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply of supports for capillary, supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration.

In Carbon Steel as per Standard 7-52- 0436/1114

TEMPERATURE TRANSMITTERS (REMOTE MOUNTED)

Thermocouple/ RTD element with thermowell, along with Temperature Transmitter remote mounted. Installation of transmitter including mounting on yoke, fabrication and erection of supports with clamps and laying of extension/RTD cable upto thermocouple, termination of cables at both ends, painting of supports but exclusive of Supply of Instruments, Cable, Yoke and Calibration.

Temperature Transmitter with RTD (Skin type)

CALIBRATION/ TESTING

Cleaning, calibration of the instruments listed below including removal of instrument from reinstalled locations like panels, enclosures, racks, field etc., and fixing them back in respective places, providing equipments, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available.

Pressure gauges

Pressure transmitters

Temperature Transmitters

LOOP CHECKING

Loop checking (excluding calibration/ testing) of the instruments listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060.

Pressure transmitters

Temperature Transmitters

SUPPLY ITEMS

Supply of Instrument items as per specifications enclosed elsewhere in the Tender.

Pressure Gauges

Temperature Element (Skin Type RTD)

Signal cable XLPE insulated FRLS 1PX1.5 mm2

Triad cables as per Standard Specification 6-52-0046 size, 1T X 1.5 mm2, IS, FRLS

Control cables as per Standard Specification 6-52-0046 size 6P X 1.5 mm2 , NIS, FRLS

Supply of Temperature Transmitter

Pressure Transmitter (Diaphragm Seal)

Supply of Cable glands of various types and specifications

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type,Ni plated Brass material with PVC shroud, 1" NPTM

JUNCTION BOX INSTALLATION

Installation of Multi Cable transit frames complete with all insert blocks, stay plates, unused blocks with cables piece inserted, end packing etc. on wall for Cable entry including necessary civil works, welding, supply and installation of additional steel plate for unused portion of cutouts, fixing of frames, pulling cables to blocks and installation of blocks on frames as per manufacturer's recommendation.

LAYING OF CABLES

Laying of instrumentation cables for signal, alarm, shutdown, control and signal cable on ducts, main trays, perforated trays, angle trays, trenches (including opening of cable duct covers if required through IRCs {Instrument Road Crossings}) including clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire, providing and fixing identifying tags and megger testing but exclusive of supply of cables and erection of ducts, main tray, perforated tray/ angle trays and preparation of cable trench.

Signal / Alarm / Control Cables of cable sizes 1P x 1.5 / 2.5 mm²

Signal/ Alarm/ Control Cables of cable sizes 12C / 6P x 1.5 / 2.5 mm²

Laying of thermocouple/ RTD/ LEL Detector/ H2S Detector cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs {Instrument Road Crossings}) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/angle tray and preparation of cable trench.

1 Triad/ Quad x 1.5 mm² RTD/ LEL Cable

TRENCH WORK

Excavation of trenches for burying the cable, preparation of same for laying of cable, filling with sand, laying of brick, back filling and compacting of the excavated earth as per specifications including supply of sand and bricks and as per cable trench layout and removal of surplus earth as per instructions of Engineer- in-Charge.

Trench size 500 mm (W) x 700 mm (D)

STRUCTURAL

Supply and erection of prefabricated FRP perforated trays with covers as per specifications enclosed elsewhere in tender document and its support including tees, bends and elbows

tray of 60 mm (W) X 20 mm (H)

CANOPY FOR INSTRUMENTS AND JUNCTION BOXES

Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box etc. for mounting on the stanchion and alignment as per standard 7-52-0105

FRP Canopy (All sides closed) - Field Instruments

GENERAL SITE WORK

Supply of Yoke supports for transmitters/ preamplifiers (wherever applicable) including supply, fabrication and erection of instrument yoke of all types and painting of yoke supports but exclusive of mounting of Instrument on supports.

2" Yoke supports as per standard 7-52-0101

Identification of instrument items wherever required including supply of approved color of paint/ paints (Fluorescent), painting of tag number (approx. 25-50 mm high) on instrument item like transmitters, switches, level gauges, local indicators, control valves, on-off valves, pressure relief valves, self-actuated pressure control valves, junction boxes, local control panels, stanchions etc. as specified by Engineer-in-Charge.

Identification of instrument items

TELECOMMUNICATION WORKS

OPTICAL FIBRE CABLE INSTALLATION

Supply & installation of OFC distance markers (metal plates on pipeline markers) at all pipeline marker locations as per specifications and direction of CLIENT/CONSULTANT.

Supply of Jointing closures, Factory acceptance testing, storage, and transportation to site, loading, unloading, jointing of OFC all complete as per specifications provided in the bid document and direction of CLIENT/CONSULTANT.

Supply and installation of Jointing Pit, including sand, OFC joint identification marker, back filling as required etc. all complete

Supply and installation of Electronic marker system consisting of:

Electronic Marker

Marker locator

Site acceptance Testing of the laid OFC, all complete as per specification and direction of CLIENT/CONSULTANT.

Supply of following Optical Fibre Cables (OFC) including FAT, storage, transportation to site, loading, unloading etc. all complete

24 fibres, single mode, compliant to ITU-T G.652 , Optical Fibre Cable

Supply and installation of Blowing pits, including sand, backfilling as required etc. all complete

Supply of Permanently lubricated HDPE conduit for following sizes in required length of pressure rating 6 kgf/cm2 to be laid in pipeline trench or in separate trench directly or inside CS conduit including FAT, storage, transportation to site, loading, unloading etc. all complete

Duct with nominal diameter 40 mm or less

Laying, Testing and commissioning of the following sizes of HDPE duct/pipe of pressure rating 6 kgf/cm2, including supply of clamps, small iron structures, spacers, and duct accessories like push-fit couplers, bends and elbows, end plugs, simple plugs, sonic heads, etc, and including small civil works, cleaning with compressed air, calibrating, testing for air tightness, sealing of ends, including all labour and materials, as per directions of the Engineer-in-Charge.

Duct with nominal diameter 40 mm or less

Supply, installation, testing and commissioning of fibre-optic patch panel (light interface unit or fibre-termination closure), wall-mounted type in dust tight enclosure with hinged cover, end termination/splicing of fibre-optic cables, including supply & installation of loop box (1000 mm (H) x 1000 mm (W) x 200 mm (D)), patch-cord, pigtail, including all labour and materials all complete for following FO cables

FO cable with 17 or more fibres

Installation & laying of OFC in pipeline trench directly or through HDPE/CS conduit by blowing method, trenching and excavation as required, padding, backfilling, restoration of land & other constructions, as applicable to original conditions etc. including supply and use of all materials required like couplers, end plugs etc. all complete

Installation & laying of OFC in separate trench directly or through HDPE/CS conduit by blowing method, trenching and excavation as required, padding, backfilling, restoration of land & other constructions, as applicable to original conditions etc., including supply and use of all materials required like warning mats, couplers, end plugs etc. all complete

Installation and Laying of OFC through permanently lubricated HDPE conduit (which is sub-ducted in CS conduit) including supply and use of all materials required like couplers, end plug etc. all complete as per the job specification (Supply & Installation of CS Conduit are covered in the Pipeline laying Section of the tender)

EQUIPMENT - PACKAGE

Air-Cooled inverter technology based Split Air conditioners for Telecom and SCADA room of Repeater buildings located at SV-01, SV-03, SV-04, SV-05, SV-06, SV-08, SV-09, SV-10, SV-11, SV-12, SV-13 & IPS-01 : Supply of each Split Air Conditioner (inverter type with min. 3 star rating) with compatible stabilizer (copper winding) complete with all accessories and fittings, including supply of first fill of refrigerants (non- CFC and eco-friendly), transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and from contractor's store to work site, storage at site, assembly at site, installation, testing, painting, insulation, commissioning, handing over to client. Split unit shall have wall mounted indoor unit and outside located air cooled condenser (outdoor unit) with insulated refrigerant piping, controls and line accessories, electrical and civil works (e.g. civil work related to concealing of refrigerant piping, drain piping to the nearest drain, cabling of AC units) as required including the structural steel framework, pedestal/bracket to mount the indoor and outdoor units, supports & clamps for refrigerant piping/ cables, stabilizer, hold down nuts & bolts, spares for commissioning and start up, preparation and submission of drawings ,documents and as per the Scope of Work (Doc. No. B302-000-80- 42-SOW-9530), Job specification (Doc. No. B302-000-80-42-SP-9530). Bidder shall provide free onsite service by authorized agency of the manufacturer which shall include charges for all site visit of service engineer, tools and tackles, etc. including top up/ replacement of refrigerant, replacement of failed/defective parts, repair of damaged/leaked coils, etc as a minimum as per manufacturer's recommendation for 1 year from the date of commissioning of AC and stabilizer. Quantity and Installation locations are listed below :

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-01

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-03

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-04

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-05

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-06

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-08

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-09

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-10

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-11

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-12

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-13

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at IPS-01

Transportation from storage site to work site, storage & handling at work site, assembly at site, first fill of lubricants, erection, installation, testing, touch- up painting (primer +finish coat), commissioning, performance guarantee test run including arrangement of test loads, completing the work in all respects and handing over of following JIB Crane to Client as per Scope of Work (doc no. B302-000-80-42-SOW-9530) , Job specification (B302-000-80-42-SP-9530) , EIL Standard specification (6-61-0016), data sheets ,instructions of Engineer in-charge and other attachments included in tender.

Installation & Testing of 3 MT JIB CRANE WITH CHAIN PULLEY BLOCK FOR HAZARDOUS AREA APPLICATION (HEIGHT OF LIFT 4 M) (QUANTITY: 1 NO.) at IPS-01

EQUIPMENT - ROTATING

SUPPLY INSTALLATION TESTING AND COMMISSIONING OF SLOP TRANSFER PUMPS

Slop Transfer pumps Pumps (Tag no. 4P23-PA-0404A/B) Design, Engineering, Manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing and delivery of the Slop Transfer pumps Pumps (Tag no. 4P23-PA-0404A/B) driven by electric motor, including supply of all commissioning spares, mandatory spares, special tools and tackles, all as recommended by OEM & documentation as per EIL standard specification, including complete erection (on respective installation location), testing and commissioning etc. as per scope of work document no. B302-000-80-42- SOW-9530, datasheets etc. and other codes and standards as attached or referred.

Slop Transfer pumps Pumps (Tag no. 4P24-PA-0404A/B) Design, Engineering, Manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing and delivery of the Slop Transfer pumps Pumps (Tag no. 4P24-PA-0404A/B) driven by electric motor, including supply of all commissioning spares, mandatory spares, special tools and tackles, all as recommended by OEM & documentation as per EIL standard specification, as per scope of work document no. B302-000-80-42- SOW-9530, datasheets etc. and other codes and standards as attached or referred. Note: Contractor to note that The Scope of contractor shall be limited to supply of the slop transfer pump along with driver and auxiliaries as per tender scope for tag no. 4P24-PA-0404A/B. The erection, testing and commissioning for tag no. 4P24-PA-0404A/B is to be done by others and excluded from scope of work of the contractor.

ERECTION, INSTALLATION & COMMISSIONING OF FREE ISSUE EQUIPMENT (FIM):

Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owner's storage points to work site / contractor's stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations, (including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipment for NDT, testing, carrying out trial and start-up runs and testing under supervision of manufacture's / customer personnel, rectifying defects (if any), insulation (as applicable), pre-commissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work document no. B302-000-80-42-SOW-9530 and instructions of Engineer-in-charge for each equipment (Fore Free issued Material details refer scope of work-Part A) including drivers and accessories, components complete in all respect.

EQUIPMENT - STATIC

EQUIPMENT ERECTION

ERECTION OF BURIED EQUIPMENT : Transportation of vessels from Owner's storage point to worksite, repair/ touch up of finish paint, arrangement of all accessories, equipments, labour etc., placing/erection of vessel in trenches/pits including assembly of parts, subassemblies, aligning, verticality checking, grouting, tightening of foundation bolts, arranging all tools, tackles, machinery, consumables etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.

Equipment weighing less than 30 MT but 10 MT and Above

GENERAL CIVIL

Compound wall/ Chain Link Fencing/ Barbed wire fencing works

Supplying, fixing and tensioning in position 2.5mm, 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall "Y" shaped overhang, barbed wire fencing, chain-link fencing etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed)

Fixing and tensioning in position 2.5mm, 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall "Y" shaped overhang, barbed wire fencing, chain-link fencing etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc., including receipt of barbed wire as Free Issue Material (FIM), handling, transportation from Owner's storage/ location to site, unloading, safe storage, preservation, complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed)

Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for 'Y' shaped overhang etc. conforming to E250 grade of IS:2062 for barbed wire/ chain link fencing or over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of Engineer-in-Charge.( All materials including cement shall be supplied by contractor)

For Plant Location Industrial

Fixing of hot dipped galvanized concertina wire (made as per following: Diameter of the wire: 2.56mm, Blade thickens: 0.53mm, Blade length: 12.60mm, Blade width: 12.73mm, Avg. blade spacing 25.00mm, Spacing of each ring / coil: 150mm, material for the central core wire shall be as per IS:4454 Part -I grade SM and Razor shall be as per IS:513 grade D.D.) on longitudinal runs of barbed wires supported on angle iron frame over compound wall/Chain link fencing for all height including receipt of concertina wire as Free Issue Material (FIM), handling, transportation from Owner's storage/ location to site, unloading, safe storage, preservation, supply of all materials and consumables (approved type), tools, scaffolding etc. required for fixing the wire complete in all respect as per specifications, standards, drawing and direction of Engineer-in-Charge.( Weight of wire in straight condition shall be not less than 75 g/m and not more than 90g/m) For Diameter of Coil as per drawing.

Supplying, fabricating and fixing G.I. chain link fencing with 3.15mm dia. wire, 50x50mm diamond mesh chain link fence fabric conforming to IS:2721 fixed to steel/RCC posts/struts above ground level or above short height compound wall (height upto 1.5m), including supply of chain link fencing fabric in 1.9 metre wide rolls, stretcher bars, staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing to a concrete sill beams by means of hairpin staples, including supply and fixing line wires, complete as per drawings, specifications and directions of Engineer-in-Charge (All materials shall be supplied by Contractor). (The measurement of chain link fencing shall be on linear basis for 1.9 m wide fencing fabric)

SITE GRADING & ROCK CUTTING FOR SITE GRADING

Earthwork in excavation for general site grading, roads, embankments, etc. for all heights and depths in all types of soils except soft and hard rock, including clearing and stripping of the areas earmarked for excavation, removing shrubs, grass, bushes, vegetables growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one meter from ground level) including uprooting of roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated soil into serviceable and unserviceable materials, transporting and stacking serviceable materials to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-Charge and disposal of unserviceable material anywhere out side plant boundary limit.(disposal areas to be arranged by contractor). All complete as per drawings, specifications and directions of Engineer-in-Charge.

ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER)

Supplying and laying of stone aggregate of 53mm and down size for GRANULAR SUB-BASE COURSE (conforming to the Grading II of Table 400-1 and physical properties of Table 400-2 of MORTH Specification of Road & Bridge works) tough, sound, clean and durable including cost of stone aggregate, all royalties, taxes, handling, transportation to site, unloading the same by the side of road with all leads and lifts, spreading and laying to form Granular Sub-base layer in layers not exceeding 100mm compacted thickness to proper grade, camber and level, filling voids with screenings and binding the surface with binding material of plasticity index up to 6% including cost of supply of screening and binding material, consolidating with power driven road roller, watering, with all leads and lifts including preparation of camber below first layer etc. complete as per drawings, specifications (MORTH, EIL) and directions of Engineer-in-Charge.

Supplying and Laying of Wet Mix Macadam (WMM) in BASE COURSE (Section 406 of MORTH Specification of Road & Bridge works) using tough, clean, sound & durable stone aggregates including premixing the material (mixing in Plug Mill/ Pan Type Mixer), including transportation to site, laying & spreading in layers not exceeding 125 mm compacted thickness & rolling with vibratory roller 80-100 KN static weight or equivalent capacity to proper grade, camber & level with all leads & lifts etc. complete as per drawing, specifications (MORTH, EIL) & directions of Engineer-in-Charge.

CONCRETE PAVEMENTS

Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor).

Supplying and laying of 150 micron thick HM HDPE (Grade-I) FILM lining conforming to IS 10889 below concrete pavements, Hard stand, at any other place etc. including royalties, taxes, handling, transportation, unloading, storage, joining etc. all complete as per drawings, manufacturer's specifications and directions of Engineer-in-charge.

Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5mm and down size aggregate including cement , water, and approved additives on a prepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts, laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for the use of Dry Lean Concrete as Sub-Base), drawings, standards, specifications and directions of Engineer-in-charge.

Providing 20mm wide Expansion Joints in pavement slabs as per standard/ drawing including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

For type-I pavement (Upto and inclusive of thickness of 200 mm). (Including providing and laying MS dowel bar, painting as required, GI pipe and cap and cotton waste).

For type-II pavement (Upto and inclusive of thickness of 150 mm)

For thickened pavement (Upto and inclusive of thickness of 300 mm).

Providing joints in pavements and around foundations as per standard/ drawing including cleaning the joints of all loose materials and sealing with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge for.

Construction joints 20mm wide x 25mm deep.

FLEXIBLE PAVEMENTS WEARING COURSE and miscellaneous road works

Providing and laying 30mm thick BITUMINOUS CONCRETE as per Section 507 of MORTH Specification of Road & Bridge works including design mix, trials, heating bitumen, mixing aggregates, grit, laying to proper grade and camper including preparation of surface, filling pot holes, rolling to proper grade and camber, finishing and clearing of surfaces, spraying tack coat of bitumen, etc. complete all as per drawings, specifications and directions of Engineer-in-Charge for following Bitumen Grade:-

Providing and Laying of Dense bituminous macadam of the of 65mm compacted thickness as per Section 505 of MORTH Specification of Road & Bridge works, including supply of all material, preparation of underlying course, application of prime coat over underlying non bituminous coarse, preparation of premix, spreading, rolling etc. complete as per drawings, specifications and directions of Engineer -in-Charge.

RCC PIPE CULVERTS & ELECTRICAL ROAD CROSSINGS ETC.

Supplying and laying in position RCC pipes with collars conforming to IS:458 for pipe culverts, cable crossings etc. including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes etc. caulking the joints with spun yarn soaked in neat cement slurry and finishing with cement mortar 1:2 (1 cement : 2 sand) curing etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following Class and Internal PIPE DIA (MM)

PIPE CLASS NP3 Internal Pipe dia. 500 mm

Supplying and laying in position PVC pipes conforming to IS:4985 Class - I for cable crossings, including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes ,providing proper jointing as per code requirements or manufacturers recommendations, sealing the open ends of pipes with removable type PVC cap (Sealing cap will be paid separately under relevant items)etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following NOMINAL OUTSIDE PIPE DIA (MM)

Pipe Class I Nominal outside pipe dia. 160 mm

Supply and installation of valves

Supply and installation of screwed valves as per piping material specification including fixing in position with threaded connections complete as per drawings, specifications and directions of Engineer-in-charge.

Globe valve for following nominal sizes and piping material class

Dia 1 Inch Piping Material Class GUN METAL CONFORMING TO IS:778

MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS

Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specified shall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineer-in-Charge. For following Brick Class.

All materials including cement supplied by the Contractor and Following Brick Class

Brick Class 5

Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Providing flush/recessed cement pointing on brick masonry/stone masonry with cement mortar 1:3 (1 cement: 3 sand) including scaffolding, raking out joints if necessary, curing etc. complete as per drawing specifications an direction of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Supplying and fixing in position medium/ heavy duty CI manhole frame with lugs and cover conforming to IS-1726 including breaking of brick masonry or concrete surface to receive frame with lugs and making good the same with CM 1:3 including applying two coats of anticorrosive paint inclusive of all labours and materials etc. complete

circular size 500 mm dia. Medium duty of grade MD-10

Providing cement mortar grouting on brick masonry / RCC wall for filling free space between pipe body and masonry wall/concrete wall with 1:2 (1 cement: 2 sand) mortar including packing, consolidating, curing, finishing, etc. complete as per drawings specifications and directions of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Supply and laying of gravel/ crush stone of size ranging between 27mm to 37mm in compacted thickness of 100mm in valve pit, open area within the unit battery limit or at any other place as directed, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.

Supplying, fabricating and fixing in position in RCC or brick masonry walls MS rungs made out of 20mm dia. reinforcement bar of grade Fe500 TMT bar conforming to IS: 1786 .Including laying or welding to keep in proper position etc. complete as per drawings, specifications and instructions of Engineer-in-Charge.

Supplying, construction , testing & commissioning of RCC Neutralisation pit concrete , providing lean concrete 1:5:10 (1 cement : 5 sand : 10 aggregate) at bottom of Neutralisation pit and PCC 1:2:4 at Finished Grade Level, rungs, lime fill, acid proof lining, chequered plate with lifting hooks, grouting in 1:2 cement mortar(1 cement :2 sand ), painting with bitumen primer and Epoxy paint, grouting between pipe and pit wall in 1:2 cement mortar (1 cement : 2 sand), reinforcement steel including straightening, cleaning, cutting, bending, keeping in proper position, centering, shuttering etc. including earth work in excavation in all types of soil except soft rock and hard rock, backfilling & disposal of surplus earth for all leads within the complex limit etc. complete as per standards, drawings, specifications and directions of Engineer-in-charge.

All material including cement supplied by the Contractor For following grade of concrete.

grade of concrete M30

PLUMBING AND BUILDING DRAINAGE

Supplying and fixing approved quality heavy grade cast iron Floor/Nahani Trap with CP pressed steel grating including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 100mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

Supplying and fixing approved quality heavy grade cast iron Floor/Nahani Trap with CP pressed steel grating including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 75mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

Supplying and laying cast iron soil waste and vent pipe conforming to IS:1729 above ground including specials, bends, such as Y junction, T junction (both single and double) including plugs, shoes, cowls, jointing with jute gasket dipped in bitumen, caulking the joints in Cement mortar 1:2 (1 cement: 2 sand) and testing, cutting floors/walls and making good the same etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

75mm dia (All materials including cement supplied by contractor)

Supplying and fixing approved quality Cast Iron soil/waste pipe conforming to IS3989 below ground with necessary specials, bends such as Y-junction, T- junction (both single and double) including plugs, shoes, cowls, jointing with lead caulked joints and testing, cutting in floors, earth work in excavation, encasing the pipe in 50mm THK, PCC M20, backfilling and removal of surplus earth upto a lead of 50M etc. complete as per drawings, specifications and directions of Engineer-in-Complete.

100mm dia (All materials including cement supplied by contractor)

75mm dia (All materials including cement supplied by contractor)

Construction of soak pit conforming to IS:2470 Part-I and as per EIL drg. No. 7-65-0217, masonry, filling and hand packing brick bats of size ranging between 40mm to 50, connecting with septic tank with necessary fittings, piping etc. including earthwork in excavation in all type of soil s except Hard Rock, back filling and disposal of surplus earth for all leads, complete as per drawings, specifications and directions of Engineer-in-Charge. for following users

for NO. of users 10 nos

Providing and fixing approved stone ware 100mmx100mm dia. gully trap as per EIL Std. no.7-65-0214 including grating with CI frame and cover 400mmx400mm including brick masonry (brick class shall be as mentioned below) chamber in 1:4 cement mortar( 1 cement: 4 sand) on M-20 grade cement concrete foundation, plastered inside and outside surfaces with 1:3 cement mortar (1 cement: 3 sand) with 13mm average thickness including providing and fixing light duty CI frame and cover, painting CI frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40µ DFT per coat, earth work in excavation, backfilling, removal of surplus earth, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

All materials including cement supplied by contractor and following brick Class

Brick Class 5

Supplying, laying and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes above ground. Pipes shall conform to IS:15801; SDR 7.4 U V stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply, including supply and fixing of all PP-R plain & brass threaded polypropylene random fittings, PP-R Male adopters, including fixing in floors, walls, supporting on columns, sleepers, embedding, jointing, including bends, elbows, tees, reducers, sockets, unions and other specials, supplying and fixing with hooks/clamps in wooden plugs, cutting pipes to required lengths, making connections, cutting chases or holes in walls & making good the same, testing etc all complete as per drawings, manufacturer specifications and directions of Engineer-in-Charge. For the following Nominal Bore (NB) pipe:

Nominal Dia. 20 mm

Nominal Dia. 25 mm

Nominal Dia. 15 mm

Construction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet pipes, vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge.

All materials including cement supplies by the contractor No. of Users 10 nos

ERECTION OF TUBEWELLS

Supplying and lowering in the bore hole tube well assembly pipe screwed & socketed as per IS:4270 and specials of diameter 219.075mm (8-5/8") O.D. with minimum wall thickness of 5.56mm (0.219") including bottom-most piece of bail plug and painting of pipes with two coats of approved anticorrosive paint on outer faces of the pipe and specials, including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying and lowering 219.075mm (8-5/8") O.D. screwed & socketed slotted pipe with minimum wall thickness of 5.56mm (0.219") all necessary fittings and painting with anticorrosive paint on outer faces before lowering including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & lowering 219.075 mm x 355.6 mm (8"x14") dia O.D. ERW Steel reducer, painting with two coats of anticorrosive bitumastic paints before fixing including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & lowering 355.6mm (14") O.D. with minimum wall thickness of 6.35mm (0.25") ERW MS housing pipe as per IS:4270 with all specials and fittings and painting with two coats of approved bitumastic paint outside of the same before lowering including all labor, equipment and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & fixing MS center guides at every 10M as per specifications and directions of Engineer-in-Charge.

Supplying and fixing MS well cap of 355.6mm (14") dia and housing clamp made out of 20 to 25mm thick mild steel plate of 150mm width including 4 nos. of 20mm diameter 100mm long bolts & nuts, extending 300mm beyond face of the housing pipe on either side and painting with two coats of anticorrosive bitumastic paint applied to it before fixing the same into the concrete block of M-20 of size 1Mx1M and thickness 1M to be constructed by contractor including all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying gravel of approved quality in stacks and then packing the same into the annular space between the tube well assembly and bore hole from the bottom upto 25M above the top of the upper most slotted pipe, including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & laying cement concrete of M-20 grade with approved water proofing additive and quick setting cement in the annular space between the bore hole and the tubewell assembly 600mm thick including all labour & material complete, as per specifications and directions of Engineer-in-Charge.

Supplying approved quality materials such as clay or as approved by the Engineer-in-Charge and packing the same in the annular space between the tube well assembly and bore hole above concrete layer upto the top of the tubewell.

Carrying out the step draw down test and aquifer performance test and development of tubewell with contractor's own air compressor and turbine pump and engine, temporary piping arrangement etc. complete as per specifications and directions of Engineer-in-Charge.

Collecting water samples from the developed tubewell, testing and submitting water analysis test etc. complete as per specifications and directions of Engineer-in-Charge.

Supplying, installing and commissioning of submersible pumps & motors as per IS: 8034 & IS: 9283 of following pumping capacity and head (Required at above grade near Tubwell for further pumping) along with pump shaft as per specifications and satisfaction of the Engineer-in-Charge (parameters of pump capacity and head of the pumps are to be checked depending upon the discharge and Draw down test meeting the above required head).

Pumping Capacity 5 Head 25 m

Drilling a bore hole by using direct percussion reverse circulation rig including supply of all labor equipment and all other materials, collecting, packing and furnishing of strata samples, complete as per specifications and directions of Engineer-in-Charge. For following bore hole dia. (mm) and depth (M)

For depth from 0 M upto and inclusive of 20 M and

For depth beyond 20 M upto and inclusive of 40 M and

For depth beyond 40 M upto and inclusive of 60 M and

For depth beyond 60 M upto and inclusive of 80 M and

For depth beyond 80 M upto and inclusive of 100 M and

For depth beyond 100 M upto and inclusive of 120 M and

For depth beyond 120 M upto and inclusive of 140 M and

MISCELLANEOUS ITEMS

Supplying & laying random rubble pitching 225mm thick in 1:6 cement mortar (1 cement: 6 coarse sand) in one layer for embankments, road side slopes, holding ponds bunds, drains, channels or at any other place as directed including cost of stones, all royalties & taxes, transportation to site with all leads and lifts, dressing, preparation of sub grade for pitching, flush pointing in 1:4 cement mortar (1 cement: 4 sand), curing etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

On horizontal surfaces(All materials including cement supplied by contractor)

On sloped surfaces (All materials including cement supplied by contractor)

Supplying & Laying 60mm thick interlocking Paver Blocks for footpaths and any other place etc. including providing 40 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M 30 at edges and at every 6.0m across the foot path, including preparation of compacted base/ sub base etc. all complete as per drawing, standard, specification and directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category "A" as per IRC SP63. Colour and shape of paver block shall be as per Owner requirement.).

Supplying & Laying 100mm thick interlocking Paver Blocks for road, parking area and any other place etc. including providing 30 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M-30 at edges preparation of compacted base/ sub base etc. all complete as per drawing, standard, specification and directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category "B" as per IRC SP63. Color and shape of paver block shall be as per Owner requirement.).

Overhead Drinking Water Tank

Supply and installation on terrace, high density polyethylene drinking water circular tank as per IS:12701 and ISI marked including supply and installation of all fittings, cover with suitable locking arrangement, float valve, making necessary holes for inlet, outlet and overflow connection and vent pipe etc. and the base supports for tank including supply of all necessary material all complete as per specifications and directions of Engineer-in-charge. (Sintex or equivalent having valid ISI license) for following capacities

Capacity 500 Litre

Capacity 1000 Litre

Rain Water Recharging Well

Construction of rain water recharging well including earthwork in excavation in all types of soils excluding soft rock and hard rock, excavation in soft rock and hard rock shall be paid under relevant item, backfilling and disposal of the debris/surplus earth within a lead of 100 m, supply of all filler materials, mild steel perforated pipe, precast cover slab, brick masonry etc all complete as per EIL standard drawings, specifications and directions of Engineer-in-charge. (Depth of well upto 10.0m from ground level) For catchment area:

Above 1500 sqm and up to 3000sqm

Above 3000 sqm and up to 5 hectare

Supply, fabrication and Erection of piping(underground)

Supply and Laying of U/G PPR pipe for Water Services

Nominal Dia. 25 mm

Under Ground Sewer System - HDPE Pipe

Nominal Dia. 80 mm Pressure Rating(Kg/Cm2) 2.5

UNDERGROUND SEWER SYSTEM - RCC PIPES

Dia. (Internal) 150 mm Pipe Class P1

Dia. (Internal) 100 mm Pipe Class NP2

Miscellaneous Items

Miscellaneous

Fabrication, erection, installation, testing, pre-commissioning, commissioning, and performance guaranteeing of Total Flooding CO₂ Fire Extinguishing System for the TELECOM & SCADA Room, Electrical Equipment Room, and Battery Room of the Repeater buildings, including receipt, handling, transportation from client-designated storage/location to site of all Free Issue Materials (FIM) such as CO₂ storage cylinders (including standby cylinders), piping, valves, CO₂ discharge nozzles, instruments, CO₂ panels, piping supports, release systems, directional valves, cables, and associated accessories, including fabrication and erection of piping, supply, fabrication, construction & erection of pipe supports, installation of all equipment, interconnections, testing, and commissioning of the complete system. All necessary civil and structural works required for installation shall also be executed with supply of materials for civil-structural works. The system shall be installed in accordance with approved design, drawings, and vendor documents complying with National Fire Protection Association NFPA-12 (latest) and relevant project specifications. All activities including site storage, assembly, installation, painting, testing, pre-commissioning, commissioning, performance guarantee run, and handing over to the client shall be carried out as per enclosed specifications, instructions to Contractor, data sheets, and approved drawings, including supply and installation of commissioning spares and mandatory spares whereever applicable are under contractor’s scope, including submission of all documentation, as-built drawings etc. (Supply of main CO₂ system equipment/material shall be issued by the client as Free Issue Material (FIM)).

ARCHITECTURE

FLOOR FINISHING

Providing and laying average 25mm cement concrete flooring in panels consisting of base course of 1:2:4 grade cement concrete (6mm down size stone aggregate) laid over sub-base of cement concrete and finishing with a layer of floating coat of neat cement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the sub-base surface, applying neat cement slurry @ 2.75 kg of cement per Sq. M. of area over the sub- base to receive the base course, compacting, tamping, trowelling, finishing, curing, providing, shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

25mm thk. cement concrete flooring. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

50mm thick heavy duty flooring

Providing and laying average 50mm thick heavy duty flooring in panels consisting of base course of 35mm thick cement concrete (1 cement : 1.5 coarse sand : 3.5 stone aggregates of 10mm to 6mm size by volume) laid over sub-base and 15mm thick finishing layer consisting of cement and integral hardening compound mixed in ratio of 4 cement :1 hardenar (by weight) :2 stone agrgregates of 6mm and down size laid integral with base course and finished smooth including cleaning the sub-base surface, applying neat cement slurry @2.75 Kg of cement per Sq.M of area over sub-base to receive the base course, levelling, tamping, trowelling, finishing, curing, providing shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Providing and laying 125mm high cement plaster skirting with 1:3 cement mortar (1 cement : 3 coarse sand by volume) finished with a floating coat of neat cement slurry @ 2.75kg. of cement per Sq.M of area including rounding of junctions with floor, preparing the wall surface, making recess in the wall, finishing, curing etc. all complete.

18mm thick. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Panel dividers in flooring/dado

P.V.C. panel dividers ( 3mm x 20mm size.)

P.V.C. panel dividers ( 3mm x 40mm size.)

Providing and laying machine cut chissel dressed kota stone slab of approved shade in floor tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.M of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.M of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.

25mm thick kota stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor, landing tread over average 15mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

18mm thick kota stone slab in riser, dado, skirting over average12mm thick cement mortar1:3(1 cement:3 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Extra for providing round nosing by machine cutting of the slab.

Providing and laying tiles in flooring , dado, skirting etc. in approved colour, design and pattern, laid over and including a coating of approved adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste/ grouting with white cement and pigment (conforming to IS:2114, Table-1, matching the shade of tiles) finishing, cleaning etc. all complete.

Ceramic, matt finished non-slip type tiles of approved make and shade(s) in approved design/ pattern including cleaning the finished surface with oxalic acid, wax polishing etc. for size 300mm x 300mm x 8mm (+5%) thick tiles for flooring.

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based self levelling floor coating based on epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.)per coat by brush or spraying over a levelling screed (min. 3mm thick) of a 3 part solvent free combination of epoxy resin, amine hardeners and graded chemically inert aggregate filler, laid over a coat of 2-part epoxy resin primer applied over existing flooring etc. all as per manufacturer's specifications.

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based coating (on dado/wall) of epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.) per coat by brush over plastering/ concrete surfaces including surface preparation, curing etc. all as per manufacturer's specification.

Providing and laying minimum 18mm thick approved premium quality and shade polished granite stone slabs in flooring, counters, treads, risers, skirting, dado etc. over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 kg. of cement per sq. mtr. of area to receive the mortar bed, jointing each slab with neat cement paste/ grout with white cement maixed with pigment (conforming to IS:2114, Table-1) to match the colour of the granite stone slabs, finishing etc. all complete.

Granite stone slabs in flooring, counters, treads etc.(perfectly levelled) over and including a bed of cement mortar 1:4 (1 cement: 4 coarse sand by volume) CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST

Granite stone slabs in risers, skirting, dado etc. over and including a bed of cement mortar 1:3 (1 cement: 3 coarse sand by volume) CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Extra for round nosing/ moulded edges (as per approved design) to Granite stone slabs.

Extra over marble/ kota stone flooring/ skirting/ dado items for providing mirror polishing (in place of normal polishing) by grinding machine (suitable for mirror polishing) comprising of multiple grindings up to 6 nos. with carborundum stone (in descending order of hardness of grinding stone), one no. grinding with Italian grinding stone and one no. grinding with foam buffer set and polishing with Teno-oxide granite powder etc. all complete to give a smooth and mirror-like shining surface.

Providing and laying anti slip (rough)Granite stone slabs, of thickness minimum 25mm, in flooring, landing, tread, ramps over minimum 20mm thick cement mortor1:4 (1 cement :4 course sand by volume) over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 kg. of cement per sq. mtr. of area to receive the mortar bed, jointing each slab with neat cement paste/ grout with white cement mixed with pigment (conforming to IS:2114, Table-1) to match the colour of the granite stone slabs, finishing etc. all complete.

Cement supplied by the Contractor at there cost

Providing 3 nos. of 3mm grooves at spacing of 30mm in Kota/ Marble/ granite stone laid in stairs¿ treads/ landings all complete as per the direction of Engineer-In-Charge. (Single measurement shall be considered for 3 parallel grooves)

WOOD WORK

Wooden frames of doors, windows, ventilators Providing and fixing wooden frames of doors, windows, ventilators including cutting, shaping, jointing, applying a coat of bituminous paint on concealed surface, wood primer on exposed surface, fixing in masonry/RCC by means of 300mm x 25mm x 6mm thick M.S. hold fasts screwed to frame @ 600mm max vertically and grouted with M-15 grade concrete in min. 350mm x 100mm x 100mm sized hole made in masonry/96mm long, 12mm dia M.S. dash fastener, painting with two coats of approved shade and make (ICI or equivalent) synthetic enamel paint over approved quality primer coat, finishing etc. all complete.

Wooden frames with approved quality local hard wood (Champ, Sisam, Sal etc. conforming to IS : 4021).

35mm thick block board flush shutter Providing and fixing Factory made, overall 35mm thick block board flush shutter consisting of solid core block board bonded with phenol phormaldehyde synthetic resin conforming to IS : 848 and faced on both faces with commercial type plywood/teakwood veneering/ lamination bonded with phenol formaldehyde synthetic resin conforming to IS : 848, including providing and fixing second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300 mm max.. painting exposed surface with two coats of approved shade and make synthetic enamel paint over approved quality primer coat, providing and fixing 125mm long M.S. butt hinges [for each shutter (vertical spacing not exceeding 600mm)] including fixing with door frame, finishing etc. all conforming to IS : 2202.

Door shutter faced with 1mm thick approved quality lamination of approved shade/brand.

STEEL/AL./GLAZED/FULLY GLASS/PVC DOORS,WINDOWS & VENTILATORS

Pressed steel sheet door shutter Providing and fixing pressed steel sheet door shutter made of 18 SWG galvanized pressed steel sheet bent to form hollow box of 40 mm overall thickness; and consisting of/ including: (i) 3 mm thick MS flat all along perimeter (ii) Packing the shutter with mineral wool (48 kg/cum) without gap (iii) Strengthening with 18 SWG GI vertical stiffeners @200 c/c (iv) 3 mm thick MS pad plates welded inside at required locations for fixing of hardware etc. (v) Fixing to door frame by 100 mm long SS 304 grade heavy duty ball bearing hinge @600 c/c maximum (vi) Hardware and vision panel as required. (vii) Grinding and smoothening of welding, cleaning, finishing (synthetic enamel painting/ polyurethane (PU) coating/ electrostatic powder coating), making true alignments and surfaces etc. all complete. Notes: 1. Reference shall be made to EIL standard nos. 7-75-0070, 7-75-0071 Only the net shutter(s) area shall be measured for payment

Single shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 250mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt (250mm long for 2100mm height & 600mm long for 2500mm height)

Double shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 300mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper. (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height) (vi) 2mm thick 25mmx 25mm GI angles (vertical) welded to each shutter at the meeting point of double shutter.

Aluminium work for doors, windows, ventilators and partition 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion of aluminium doors, windows, ventilators and partitions made from Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators made from Powder coated aluminium (minimum thickness of powder coating 50 micron) including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and stainless steel cover plate of minimum thickness 1.25 mm with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.

Filling gaps of size upto 5mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete

Providing and fixing 205 X 19 mm adjustable friction window stays of approved quality made from Stainless Steel (SS 304 grade) with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-charge complete.

Providing and fixing Powder coated aluminium (minimum thickness of powder coating - 50 micron) tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc complete as per direction of Engineer-in-Charge.

Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

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

Providing and fixing 100 mm long aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing aluminium tower bolts of size 100mm x 10mm , ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ 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)

P/F pressed steel door and window frames Providing and fixing pressed steel door and window frames of size (assorted size out of) Overall 125mm x 60mm section, of required profile conforming to IS: 4351, made of 16 SWG pressed steel including/ consisting of: i)3 mm thick MS flat spacers welded to frame @ 500mm c/c and at holdfast locations. ii)Filling the hollow frame section with concrete. iii)MS angle (20mmx20mmx3mm) horizontal tie member below floor finish. iv)MS holdfasts (200mmx25mmx6mm) welded to spacers. v)Fixing to masonry (by grouting the holdfasts with M-15 grade concrete in minimum 250mm x 100mm x 100mm sized hole)/ fixing to RCC (by minimum 100mm long, 12 mm dia metallic counter sunk anchor fasteners) vi)MS pad plates (40mm x 150mm x 3mm) & GI mortar guard welded to frame at hinge and other hardware locations. vii)Metering of joints between horizontal and vertical members, grinding and smoothening of welding, cleaning of frame surface, finishing (synthetic enamel painting/ electrostatic powder coating/ polyurethane (PU) coating), making true alignments and surfaces etc. all complete. Notes: 1)Reference shall be made to EIL standard nos. 7-75- 0070, 7-75-0071 2)Cumulative length of all horizontal and vertical frame members shall be measured for payment.

Frames painted with Electrostatic Powder coating.

PLASTERING & POINTING

Providing plain cement plaster in cement mortar (1 cement:4/6 fine sand by volume) on masonry, PCC/ RCC including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.

Ordinary plain cement plaster Average 18mm thick 1:6 (1 cement : 6 sand). Cement supplied by the Contractor at their cost.

Ordinary plain cement plaster Average 15mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Ordinary plain cement plaster Average 12mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Ordinary plain cement plaster Average 6 mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 18mm thick 1:6 (1 cement : 6 sand) Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 12mm thick 1:4 (1 cement : 4 sand) Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight. Average 6mm thick 1:4 (1 cement : 4 sand) Average 6mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Providing 20mm x 10mm Grooves in plastering in perfect straight line, plumb and uniform size throughout including finishing etc. all complete.

Providing a floating coat of neat cement @2.75Kg per Sq.M of area over plaster including preparation of surface,finishing,curing etc. all complete.

Cement supplied by the Contractor at their cost..

ROOFING TREATMENT

PCC 1:2:4 over concrete surfaces Providing and laying cement concrete (1 cement : 2 coarse sand : 4 aggregate) over concrete surfaces, laid to slope at all heights including, finishing, curing, tamping etc. all

Cement supplied by the Contractor at their cost.

P/L A.P.P. modified reinforced bituminous memb. waterproofing Providing and laying 4mm thick A.P.P (atactic polypropelene) modified reinforced bituminous waterproofing membrane over terrace and parapet including cleaning and preperation of the surface consisting of making good all the cracks and damages, filling potholes/ depressions, removing weak foam concrete/ plaster and refilling with same wherever required thus preparing smooth surface of the terrace; providing and applying one coat of cold applied bitumen based primer @ 0.2 to 0.4 litre per sq. mtr.; laying the membrane by torch welding over primer, providing 100mm overlaps and appropriately pressing the membrane to remove any entrapped air, including fixing on parapet after providing 10mm x 20mm continuous groove in parapet for terminating the membrane and filling the groove with polyurethane sealant and continuing this treatment at rain water outlet points; providing finishing protective layer of 35 mm thk. P.C.C. (1:2:4) in panels of maximum size 1200mm x 1200mm chequered finish with 24 SWG chicken wiremesh interposed in between finished smooth with joints between panels sealed with suitable polyurethane sealant; providing fillets of 75 mm radius with P.C.C. (1:2:4) at junctions of horizontal and vertical surfaces finished smooth; providing 450mm x 450mm khuras (rain water collecting pits) in 1:2:4 cement concrete at all outlets, levelled down by min. 25mm, finishing, curing etc. all complete as per approved manufacturer's standard specifications and recommendations.

Cement supplied by the contractor at their cost

WHITEWASHING, PAINTING & POLISHING

Providing and applying two or more coats (to give a smooth and even shade) of premium plastic emulsion paint conforming to IS:5411 of approved make and shade including cleaning and preparation of surface consisting of application of Plaster of Paris punning over entire surface, filling all holes and depressions with plaster of Paris, applying a coat of cement primer, two or more coats of oil based putty (as per manufacturer's recommendations to give a paste like putty), sandpapering etc. all complete.

Providing and applying two coats of synthetic enamel paint of approved make and shade to give an even shade including cleaning and preparation of surfaces, providing 2 coats of primer, stopping and filling etc. complete.

Providing and applying min 2 mm thick white cement and polymer based wall putty (JK Wall care/ Birla Putty/ SARA or approved equivalent) over plastered surfaces (masonry wall/ RCC) and smoothening the surface with sand paper etc., preparation of surface etc. all complete as per the approved manufacturer's recommendations and directions of Engineer-in-charge.

Providing and applying/ finishing the walls/ RCC surfaces with Premium Acrylic smooth exterior paint with silicon additives with low VOC (Volatile Organic Compound) content (Snowcryl-XT of 'Snowcem India Ltd. or approved equivalent) of required shades on new work applied in two or more coats at the rate of 1.43 ltr/ 10 sq.m over and including base coat of waterproof cement paint (of Snowcem Plus or approved equivalent) including cleaning, preparation of surfaces, curing etc. all complete.

ROOFING

Providing and fixing rain water pipes with M.S. holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete.

160mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details.

160mm dia O.D. Size. embedded PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details

SANITARY FITTINGS & FIXTURES

Providing and fixing white glazed Earthenware Orissa pan type water closet with integral footrest of 550mmx440mm size conforming to IS : 2556, Part - III including glazed earthenware flushing cistern supported on MS brackets conforming to IS:774 of 10 litre capacity with CP brass handles,32mm dia telescopic flush pipe with fittings & clamps,15 mm dia overflow pipe with mosquitoproof net,15mm dia PVC connection pipe 450mm long,painting of all exposed metalic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved qualityred oxide zinc chromate, cutting walls, floors and making good of same,finishing, soldered joints, making inlet/ outlet connections,providing min. 150mm thick sand cushion, finishing etc. all complete.

Providing and fixing white glazed ceramic, flat back half stall type Urinals of 610mm x 400mm x 380mm size conforming to IS:2556 Part-VI including automatic glazed Earthenware cistern for every one 15mm dia CP brass cistern outlet 750mm long,32mm dia GI waste pipe with brass union,CP brass bottle trap,CP brass spreader,tee,distribution pipe etc.,MS brackets for cistern, painting of all exposed mettalic surface with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate, making inlet and outlet connections, fixing with C.P. brass screws, finishing etc. all complete.

One urinal.(with 5 litre capacity cistern)

Marble Partition

Providing and fixing minimum 17mm thick, marble partitions (approved quality & shade) with round edges for urinals including cutting walls, inserting (upto 100mm depth) and fixing the slab with Cement Mortar (1 cement : 3 coarse sand by volume). fixing with M.S. channels at bottom, suitably embedded in wall with grouting, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over an approved quality priming of red oxide zinc chromate, making good of all damaged work,finishing etc. all complete.

Providing and fixing glazed Earthenware Hand Wash Basin with antisplash rims on 3 sides, of 550mm x 400mm size conforming to IS : 2556 Part-IV, including approved M.S./C.I. brackets conforming to IS : 775, one 15mm dia CP brass pillar cock, rubber plug with CP brass chain,32mm CP Waste fitting of standard pattern pipe with 32mm dia GI pipe, C.P. brass bottle trap, cutting walls, floors and making good the same, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over an approved quality priming coat of red oxide zinc chromate making all connections, finishing etc. all complete.

Providing Handwash basin of white glazed earthen-ware.

Glass Shelf

Providing and fixing 600mm x 120mm x 4mm thick Glass shelf of approved quality with CP brass bracket and guard rails including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc.all complete.

Towel Rail

Providing and fixing approved quality chromium plated brass towel rail of 20mm dia, 600mm length and 1.25mm thickness including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

Soap Container

Providing and fixing approved quality chromium plated liquid soap container including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same,finishing etc. all complete.

Providing and fixing Heavy grade Bib cocks/ stop cocks of spring loaded self closing type conforming to IS : 781 including making connections, cutting walls and making good the same etc. all complete.

15mm dia CP Brass stop cock.

15mm dia CP Brass bib cock.

Glazed Half round Channel

Providing and fixing white glazed half round channel of 100mm dia in slope with white cement slurry, finishing etc.all complete.

Providing and fixing CP brass shower rose conforming to IS-2064:

100mm dia shower rose.

Toilet Paper Holder

Providing and fixing CP Brass Toilet paper holder of approved make with CP brass brackets including fixing to wall with wooden cleats, CP brass screws,cutting walls and making good the same, finishing etc. all complete.

Stainless steel Kitchen/ Laboratory sink

Providing and fixing stainless steel Kitchen/ Laboratory sink of approx. Size 610mm x 450mm x 200mm made of min. 1mm thick stainless steel sheet of `Salem Steel' or equivalent supported on and including M.S. brackets conforming to IS: 775; one 15mm dia C.P brass long body bib cock (if fixed to wall) or swivel type pillar cock (if fixed to counter), 15mm dia PVC/ G.I. connections to floor trap with unions etc.; painting all exposed metallic surfaces with min. 2 coats of synthetic enamel paint of approved make and shade over acoat of red oxide zinc chromate primer; cutting floor, walls, counter etc. and making good the same, making all connections, finishing etc. all complete.

17mm thick polished granite stone partitions

Providing and fixing minimum 17mm thick polished granite stone partitions (in approved quality, shade and design/ shape) with round edges for urinals including cutting walls, inserting (up to 100mm depth) and fixing the slab with Cement Mortar (1 cement : 3 coarse sand by volume), making good of all damaged work, finishing etc. all complete

round edged mirror of 6mm thick

Providing and fixing round edged mirror of 6mm thick float glass with 6mm thick waterproof marine ply backing and rounded/ beveled edging, fixed on wall with wooden cleats and CP brass screws including cutting walls/ tiles, making good the same, finishing etc. all complete.

CP Brass hand shower

Providing and fixing CP Brass hand shower (health Faucet, of Jaquar or approved equivalent ) with 8 mm Dia, 1 metre long PVC Tube and Wall hook in approved colour and finish with all necessary fittings etc. all complete.

chromium plated brass towel ring

Providing and fixing approved quality chromium plated brass towel ring of 150mm dia including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

chromium plated brass towel rack

Providing and fixing approved quality chromium plated brass towel rack with towel rail, of 250mm width and 600mm length including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

chromium plated brass Soap dish

Providing and fixing approved quality chromium plated brass Soap dish of 100mm width and 130mm length including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

C.P. brass 2 way bib cock quarter turn type for health faucet

Providing, fixing, testing and commissioning C.P. brass 2 way bib cock quarter turn type for health faucet of approved make or equivalent 15 mm nominal bore, all complete as per standard design, specifications and direction of Engineer-in-charge.

C.P. brass wall mount Lavatory faucet mixer for wash basin

Providing, fixing, testing and commissioning C.P. brass wall mount Lavatory faucet mixer for wash basin of following make or approved equivalent 15 mm nominal bore, all complete as per standard design, specifications and direction of Engineer-in-charge.

Glass shelf

"Providing and fixing 600mm x 120mm x 6mm thick Glass shelf of approved quality with 'D' or 'F' bracket (Stainless Steel 202 grade) and guard rails including fixing to wall with plastic rawl plugs and SS screws, drilling walls and making good the same, finishing etc., all complete.

FALSE CEILING, FALSE FLOORING, UNDERDECK INSULATION, PARTITIONING

underdeck insulation consisting of rigid Polyisocyanurate foam (PIR) slabs

Providing and fixing in position underdeck insulation consisting of rigid Polyisocyanurate foam (PIR) slabs of size 1000 x 500mm and thickness of 30mm (covered on one side with glass fibre tissue/ Aluminium foil having 50mm overlap) conforming to IS:12436 having density not less than 32 kg./ Cu. M., thermal conductivity (K- value) not more than 0.023 w/mk measured at 10 deg. C; classified as 'Class I' for surface spread of flame as per BS 476, part 7; fixed to R.C.C. slab by hot blow grade bitumen of 85/25 grade or cold adhesive CPRX applied over a coat of bituminous primer @ 0.5 Litres/ Sq.M. applied to bare R.C.C. surface and to the two surface of each PIR panel and pressed in position (while the bitumen is still tacky) with the help of G.I. screws (No. 8 x 75mm long) fixed into rawl plugs (holes in R.C.C. for the rawl plugs shall be drilled prior to applying coat of bituminous primer) of size 8 x 25mm inserted (5 nos. for each slab- One each at 4 corners and one at center) and G.I washers 25mm dia; including covering the overlaps with approved quality sealing compound (MAS-94 or equivalent); chicken wire mesh 24G x 19mm shall then be fixed to G.I screws and tightened with lacing wire; including preparation of surface consisting of cleaning R.C.C surface of all dust, dirt and loose particles by wire brushing; etc. all complete as per approved manufacturer's standard specifications and recommendations.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer¿s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:

12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I

12.5 mm thick tapered edge gypsum moisture resistant board

Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main ¿T¿ runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross ¿T¿ of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main ¿T¿ at 600 mm center to center to form a grid of 1200x600 mm and secondary cross ¿T¿ of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main ¿T¿ runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.

12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.

MISCELLANEOUS ITEMS

Providing and laying plinth protection with Bldg. drain as per EIL STD. No. 7-75-0065 consisting of

Plinth protection of PCC (1:3:6) laid over rammed earth to slope and trowel finished. Cement supplied by the Contractor at their cost.

Building drain consisting of brick work, PCC (1:3:6) laid over rammed earth and finished with 15mm thick plain cement plaster topped with neat cement finish @ 2.75kg. of cement per Sq.M of area including finishing curing etc. all complete. Cement supplied by the Contractor at their cost.

Extra for providing 600mm long MS grating drain cover as per EIL STD No. 7-75-0065 made of 40mm x 6mm M.S. flat framework with 40mm x 6mm MS flats welded @ 35mm c/c including providing & fixing 50mm x 50mm x 6mm M.S. angle frame fixed to concrete portion of the drain.

50mm dia GI pipe spouts

Providing and fixing in position 50mm dia GI pipe spouts to slope for drainage of canopy, chajja etc., including puncturing the masonry /RCC and grouting with M-15 grade concrete, finishing etc. all complete.

Providing and fixing hand railing up to 1000mm high above finished floor level over stair and landing consisting of one 25mm square M.S. baluster embedded or fixed to floor/steps by 6mm thk. x 20mm wide M.S. clamps anchored into floor/ steps in floor and each step grouted with M-15 grade concrete in cut out of 50mm x 50mm x 100mm size block, teakwood moulded/ M.S. pipe handrail fixed on baluster, 40mm x 40mm x 6mm M.S. flat shoe welded at the bottom of baluster, including painting the balusters, M.S. surfaces with double coating of approved shade and make synthetic enamel paint over a coat of approved quality red oxide zinc chromate primer coat, finishing etc. all complete. (Only length of top handrail shall be considered for payment, not the cumulative length of individual members).

32 mm dia N.B. (medium) M.S. pipe handrail welded to baluster and painted with double coating of synthetic enamel paint over priming coat as per EIL STD NO. 7-75-0036.

Steel Entrance Gates

Providing and fixing in position Steel Entrance Gates consisting of 40mm x 80mm x 3.2mm M.S. tubular frame, 80mm x 40mm x 3.2mm rectangular M.S. hollow sections & 32x32x2.6 mm MS rectangular hollow sections, both horizontal & vertical members welded to the framework and intermediate curved rectangular hollow section as per standard design, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (fabricated/ machined as per detail) and M.S. hold fast (25 x 6 x 200mm long) grouted with M-20 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per EIL- STD-No. 7-75-0054.

CIVIL, STRUCTURE AND ARCHITECTURE

CLADDING WORK

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

FLOORING

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

Size of Tile 600x600 mm

Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

FINISHING

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :

New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

GEOTECH

GROUND IMPROVEMENT

SAND GRAVEL MIX

Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete)

Boulder Soling

Supplying and laying of random rubble soling below hardstand, road, RCC pavement, foundation etc. in layers of 200 mm loose thickness (maximum) with nominal size of stones 100 mm to 250 mm, filling of voids with small size stones and sand, including watering, ramming, rolling, compacting, quarrying, royalties, transportation, handling etc. all complete as per specifications, drawing and directions of the Engineer-in-charge. (The rate shall be inclusive of cost of all labour, material,equipment etc., all complete).

STRUCTURAL

EARTH WORK (REFER SPECIFICATION NO. 6-68-0003)

Earthwork excavation in soil

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 4.5m and upto & inclusive of 6.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

SHORING AND STRUTTING

Providing and installing approved type of "SHORING AND STRUTTING" by open timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

Providing and installing approved type of "SHORING AND STRUTTING" by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

Backfilling after execution of work

Transporting & Disposing the SURPLUS EARTH AND DEBRIS

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

"Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY, including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. "

PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004)

PCC - Non FIM Items

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M15 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Substrutures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Superstructures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Flooring - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20mm and down size graded crushed stone aggregates / gravel in NON-SUSPENDED slabs / pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth, including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Precast Elements - Non FIM Items

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit upto and inclusive of 1000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 1000 kg and upto and inclusive of 3000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

HYD Bars / MS Bars - Non FIM Items

"Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe550D (TMT) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. "

Centering and Shuttering - Non FIM Items

Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Expansion joints - Non FIM Items

Providing 20mm wide EXPANSION JOINTS in flooring and pavement slabs and ISOLATION JOINTS around equipment foundations/columns/pedestal/trenches etc. including cleaning the joints of all loose material, filling clean sand for the full depth of slab (upto and inclusive of 300 mm) except for 12mm depth from top and sealing the top 12mm with approved two part liquid polysulphide Sealing Compound as per IS:12118 etc. all complete as shown, specified and directed.

Supplying and fixing in position 25mm thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

Supplying and sealing EXPANSION JOINTS 25 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

Fixing Re-bars in already cast concrete - Non FIM Items

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. upto 12 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

Designing, supplying and fixing rebars in already cast concrete, including drilling, cleaning hole with air blow-out & wire-brush and injecting odourless Chemical of approved make, packed in dual foil, with the help of dispenser into a hole of diameter and depth as per manufacture specification, at all levels & locations for high strength deformed steel reinforcement bars of dia. 16 mm & 20 mm of Grade Fe500D (conforming to IS:1786), DESIGNED FOR FULL TENSILE ANCHORAGE, including testing (as per manufacturer's recommendations), adjusting and making good any damage done to the structure etc. all complete as specified and directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE EXCLUDING REINFORCEMENT BARS.

CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005

Water Proofing Comp. - Non FIM Items

Supplying and mixing of approved brand of integral WATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturer's specifications or 1% by weight of cement (whichever is minimum), to make it leak proof/ water tight etc. all complete as specified and directed.

RCC - Non FIM Items

Providing and laying Leak Proof Reinforced Cement Concrete of GRADE M-30 (minimum Cement content shall be as per EIL Specifications) with 20 mm and down size graded crushed stone aggregates/ gravel at all positions and in any shape and thickness, in SUB-STRUCTURE, leaving pockets, recesses, vibrating, tamping, curing, testing (for leak-proofness) and rendering (if required to give smooth and even surface) in foundations, walls , beams, buttresses, columns, piers, slabs, tunnels, basements, storage bins, reservoirs etc. including cement wash (if no other surface application is specified) but excluding the cost of Reinforcement, Shuttering and specified admixtures, all complete as specified and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

PVC Water bars - Non FIM Items

Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATER STOPS as per manufacturer's specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanising etc. all complete as shown specified and directed.

STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006

General Steel Works - Non FIM Items

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels UPTO & INCLUSIVE OF 20 m ABOVE HPP/ FGL, including all builtup sections/ compound sections made out of rolled sections and/or plates/ bent plates in all types of structural frameworks, floor beams, stairs, or any other structural items or accessories to support equipments, piping, conveyor galleries, towers, masts, etc., but excluding silos, bunkers, hoppers, etc., cutting to required size, straightening/ bending if required, edge preparation, cleaning, preheating, bolting/ welding of joints, (including sealing the joints of box sections with continuous welding and plugging any open ends & holes of box sections), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings, preparing the surface for painting (SSPC-SP-10) and applying pre-erection/ shop primer (1 coat of F-9 @ 65-75 micron DFT) as per EIL Specification No. 6-79-0020 (or as per Job Specification, wherever applicable) after fabrication etc., all complete. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.

Painting - Non FIM Items

Supplying and applying FIELD PAINT SYSTEM of approved quality and shade as per Sl. No. 10.2 of Table 10.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 7.2.1 of Table 7.2 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable), for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, in OFFISTE (COASTAL) areas as well as UNIT (INLAND & COSTAL) areas considering environmental classification as INDUSTRIAL MARINE. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on Structural steel weight).

Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 8.1 of Table 8.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) for painting over the coat of shop primer & galvanisation already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on weight of steel).

MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008

Anchor Bolts - Non FIM Items

Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Metal Inserts - Non FIM Items

Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

GI Pipe Sleeves - Non FIM Items

Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed.

MS Chequered Plates - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Grating Cat. A,B - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED GRATING purchased from approved manufacturer conforming to EIL Standard No. 7-68-0697 in walkways, platforms, stair treads etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fabricating clamps, fixing, tack welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying pre-erection/ shop primer as per Job Specification after fabrication etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Rungs - Non FIM Items

Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable) and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

Hand Railing 1000mm - Non FIM Items

Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Hand Railing 500mm - Non FIM Items

Supplying, fabricating and fixing in position at all locations 500mm HIGH INCLINED HAND RAILING (for stair cases) consisting of top rail & vertical posts (maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Mechanical Anchor fastners - Non FIM Items

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 20mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

Chemical Anchor Fastner

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009)

CLASS 5.0 at all depths -Non FIM Items

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

HALF BRICK MASONARY with bricks of CLASS 5.0-Non FIM Items

Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012)

Brickwork - Non FIM Items

Demolishing BRICKWORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing BRICKWORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools and tackles, necessary scaffolding, propping, underpinning, cleaning and stacking of serviceable material, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

RCC - Non FIM Items

Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

PCC _ Non FIM Items

Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation and backfilling shall be paid separately under relevant items)

Demolishing PLAIN CEMENT CONCRETE work (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc. disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Steelwork - Non FIM Items

Dismantling bolted/rivetted/welded STRUCTURAL STEEL WORK of all descriptions (taking all necessary safety precautions), including supply of all tools and tackles, consumables, necessary scaffolding etc., providing temporary bracings as required, cutting (by flame or saw) gusset plates, bolts, nuts, weldings etc., transporting and stacking of the serviceable materials, cleaning the site of work of all unserviceable materials for disposal to spoil heaps anywhere within the plant boundary, all complete at all depths and heights, as specified and directed.

MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)

Antitermite - Non FIM Items

Providing and injecting approved chemical emulsions as specified for pre-constructional ANTI-TERMITE TREATMENT and creating a chemical barrier under and around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. all complete as specified and directed. (Plinth area of the building at ground floor only shall be measured).

Sand Filling - Non FIM Items

Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete .

DPC - Non FIM Items

Providing and laying 40mm thick DAMP PROOF COURSE with plain cement concrete of nominal mix of 1:1.5:3 with 10mm & down size graded crushed stone aggregates in two layers of 20mm thick with two coats of hot bitumen (Grade A90/S90 conforming to IS:73) applied @ 1.7 Kg/sq.m. over each layer as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling an even layer of dry & sharp sand over the hot bitumen etc. all complete as specified and directed.

Dressing - Non FIM Items

Dressing and trimming all around the completed buildings/structures including cleaning, providing and spreading earth, making specified slopes, watering, ramming & consolidation for an average 75mm thickness etc. all complete as directed.

BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE

Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture in Contractor's scope.

BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056)

Epoxy Resin - non FIM Items

Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items).

PIPELINES

Grading Clearing, grubbing, grading (as required) of Right-of-Use (ROU) / Right of Way (ROW); Cutting Trees, if required;

Stringing Stringing of line pipes along ROU/ROW including providing straw and sand bags as per specification and approved procedure. Internal cleaning of all pipes by suitable methods to remove debris, shots, grits etc. to the satisfaction of Engineer-in- Charge for 26", API 5L Gr. X-70 PSL2, 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Welding

Mainline & Free Tie-in Joints Aligning, bending, cutting and beveling (as required) of pipes for welding and field adjustments, preparation of tie-in pit as required, Fit-up ,welding as per technical specification and approved procedure and providing all requisite equipment, labor, supervision, approved electrode , other materials, consumables, all facilities and personnel , carrying out repairs of weld joints found defective in NDT/ X-ray as per technical specification & approved procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Tie-in Joints Complete work for tie-in joint in pit including the tie-in(s) of the pipeline / piping installed with the adjacent section of pipeline, cutting of section, re-beveling as required, NDT examination of required for edge preparation as per specification including excavation of pit as per requirement, Fit-up & welding with approved procedure ,carrying out repairs of tie-in joints found defective in NDT/ X-ray as per technical specification including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel for carrying tie-in joint as per specification & approved procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Weld Repair Repair of weld joint found defective in NDT/X-ray as per technical specification and approved procedure , including marking at defective location of weld joint including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel for carrying repair joint for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Mainline Joint Coating By HTLP 80 for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Unit rate over and above item no. 01PP.1.1.1/ 01PP.2.1.1 (as applicable) for supply of specified and approved quality of sand (for station approaches) or approved quality of cohesion-less soil as backfill material like graded sand, morrum, silty sand etc. (for seismic zones along pipeline route) including supply of sand or approved quality of backfill material like graded sand /other types of soil etc. in place of available excavated material and/ or other suitable soil as per applicable standards/ specifications, including backfilling of excavated trench for specified length after laying of pipeline and optical fiber cables/ cable conduit, including transportation of backfill material over all distances and disposal of surplus excavated soil. All work shall be executed as per following details:

Type of Backfill Seismic Areas Pipe OD 660 mm Distance of Transport Within 25km

Type of Backfill Seismic Areas Pipe OD 660 mm Distance of Transport Beyond 25km

Type of Backfill Station Approach Pipe OD 660 mm Distance of Transport Not Applicable

Trenching Trenching to all depths and to a width in all type of soil strata including Soft / Hard Rock to accommodate the 26'' NB dia Carrier pipeline and/or optical fiber cable/cable duct during lowering & backfilling as specified in scope document and as per the relevant standards, specifications, etc. by excavation in all types of soils/Rocky strata providing depth of padding in trench bed & above and around the pipeline HDPE duct and OFC as required with sand / graded earth approved by Engineer-in Charge for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Radiography (X ray) of Welded Joints Performance of radiographic inspection by X-ray as per scope of work and as per specifications including providing/hiring of all necessary equipment, supply of all consumables, and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge (full circle re-radiography of the repaired joint and additional radiography necessitated due to poor performance of contractor's welder shall be carried out by the Contractor at his own cost and shall not be paid extra by Company). Radiographs shall be submitted to the Engineer-in-Charge for acceptance, whose decision shall be final and binding.

26" NB Pipeline - Full Joint

26" NB Pipeline - Repair joint (applicable for joints welded by previous contractor)

Removal of Joint Coating Removal of joint coating by approved procedure including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel as required for 26" dia Carrier Pipe Joint Coating

Joint Cutting & Bevel End Preparation Joint Cutting & bevel end preparation by approved procedure including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel as required for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Lowering Lowering the pipelines in trench including providing sand bag separators for parallel pipelines at the specified spacing (when applicable), providing required padding over and around the pipeline with sand / graded material approved by Engineer-In-Charge for 26", API 5L Gr. X-70 PSL2, 15.9/19.1 THK, 3 Layer PE Coating

Installation of Warning Mat Installation of warning mat on the entire length of the pipeline as per specification.

Backfilling

Backfilling for pipeline section after lowering in multiple locations with available, approved excavated material and/or other suitable soil approved by Engineer-In-Charge for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Backfilling for already laid pipeline by earlier contractor in multiple locations with available, approved excavated material and/or other suitable soil approved by Engineer-In-Charge for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

PCC slab installation before backfilling for 11KV LINE

Hydrotesting

Hydrotesting as per the job procedure and specification(Gauging completed) for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Gauging and hydrotesting as per the job procedure and specification for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

PERMANENT MARKERS

Supply, fabrication and installation of following types of permanent markers along the route including all associated civil works such as excavation in all types of soil, construction of pedestals and grouting with concrete, clearing, supply and application of approved color & text and quality of primer and paint, stencil letter cutting for numbers, direction, chainage etc., restoration of area to original condition and performing all works as per drawings, scope of work, specifications, standards and instructions of Engineer-in-Charge. Note: The painting of all markers shall conform to environments specified as per scope of work and protective coating specification.

Type of Marker Aerial Marker

Type of Marker Direction Marker

Type of Marker Kilometer Marker

Type of Marker Navigable Waterway Marker

Type of Marker Pipeline Warning Marker

Type of Marker ROU Boundary Marker

Restoration Restoration of ROU for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

CWC Pipe Installation CWC pipe installation across the nala with conduit pipe placing for HDPE Duct and complete the job as per the specification for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Cased Crossing

Cased crossing by boring method as per tender for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating Note: Casing pipe will be issued as FIM

Filling of Petroleum jelly / VCI, vents work and other miscellaneous job in the executed cased crossing work

HDD Crossing

Nala crossing by HDD method,( Pipe string section made ready. only pre- hydrotesting and joint coatings are balance in the section.) for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Crossing works by HDD method for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

HDD section - post gauging and post hydrotesting as per the job procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Supply of CS Conduit for OFC (CS Conduit OD - 6 inch, Wall thickness - 6.4 mm, Material - API 5L Gr. B/ IS 3589, Fe Gr.410)

LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER)

Repair of Leaks/ Bursts in Pipeline All works for locating any major leak/burst (occurred during hydrostatic testing) or any minor leak by sectionalizing or any other methods which cannot be located by visual means, including necessary repairing/ replacing defective pipe length, including cutting and removing out defective pipes, transportation, pretesting of replacement pipe and welding into mainline, NDT of welds and re-beveled area, repair and re-testing of defective welds, coating/ painting of welded joints, clean-up, retesting the pipeline/ pipe segment including providing all necessary equipment, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, scope of work, specifications, standards enclosed with the Contract and directions of Engineer-in-Charge. Note: 1. This rate is applicable for manufacturing defects in Company/ Owner supplied material only.

Type of Leak Major Leak (detected by visual method) Pipe OD 660 mm

Type of Leak Minor Leak (detected by sectionalizing) Pipe OD 660 mm

Repair of Leak/ Burst in Terminal Piping All works for repair of leak/burst (occurred during hydrostatic testing) by necessary repairing/ replacing defective pipes/ fittings/ flanges etc., including cutting and removing out defective items, transportation, welding, NDT of welds and re-beveled area, repair and re-testing of defective welds, coating/ painting of welded joints, clean-up, retesting the pipe segment including providing all necessary equipment, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, scope of work, specifications, standards enclosed with the Contract and directions of Engineer-in-Charge. Note: 1. This rate is applicable for manufacturing defects in Company/ Owner supplied material only.

ZHDD Crossing

Road crossing by ZHDD method as per the approved job procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Road crossing by ZHDD method as per the approved job procedure, (Welded section available, job to be carried out from pre-hydrotesting ) for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

IDLE TIME PRESERVATION WORKS

Idle time preservation of Pipeline and Associated facilities: Preservation of complete pipeline and associated facilities and its maintenance by filling and pressurizing with nitrogen including supply and maintenance of nitrogen or by filling and pressurizing with corrosion inhibited water including supply and maintenance of water with regular dosing of inhibitor to maintain the effectiveness of the inhibitor water (along with disposal of corrosion inhibited water at a proper/ suitable location, after due preservation works) and supply of all consumables, all equipment, man- power, etc., complete as per the requirements of specifications, scope of work, standards, other provisions of Contract document and instructions of Engineer-in- Charge as per following details:

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 3 to 6 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 6 to 9 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 9 to 12 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period Up to 3 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 3 to 6 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 6 to 9 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 9 to 12 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period Up to 3 Month

Coating of LR Bends Coating of LR bend by heat shrinkage sleeve as per the procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating Note: Bend will be issued as FIM

Angle of Bend 15 to 30 ° Pipe OD 660 mm Angle of Bend 15 to 30 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 31 to 45 ° Pipe OD 660 mm Angle of Bend 31 to 45 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 46 to 60 ° Pipe OD 660 mm Angle of Bend 46 to 60 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 61 to 75 ° Pipe OD 660 mm Angle of Bend 61 to 75 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 76 to 90 ° Pipe OD 660 mm Angle of Bend 76 to 90 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

PRE-COMMISSIONING AND COMMISSIONING ASSISTANCE FOR PIPELINES

Carrying out pre-commissioning activities and pre-commissioning checks to the specified acceptance criteria, making the entire pipeline system including stations ready for commissioning, providing assistance during the complete duration of commissioning operations, supply of all equipment, man-power, consumables, including all type of pigs and required quantity of nitrogen (if & as required), materials for all temporary works and performing all associated works, complete as per the relevant specifications, scope of work, standards, other provisions of Contract document and instructions of Engineer-in-Charge

Commissioning Assistance

Pre-Commissioning Works as per details: Type of Activity Dewatering Pipe OD 660 mm

Pre-Commissioning Works as per details: Type of Activity Swabbing Pipe OD 660 mm

Pre-Commissioning Works as per details: Type of Activity Drying Pipe OD 660 mm

Transportation of Free Issue Materials "Receiving and taking over", handling, lifting, loading on truck, transportation and unloading of Company supplied fittings, flanges and valves, fabricated spools... etc. from any other storage yard (other than the designated storage yard/earlier contractor storage yard for the project) to worksite / contractor's storage yard/ any other storage yard or as decided by EIC. The above work also includes stacking the flanges, fittings and valves etc. properly. Above work shall be carried out as per standard drawing, specification, instruction of Owner and other provision of contract document.

Retrenching: Including dewatering, backfilling of the existing partial trench and trenching up to required depth and size

ROU OPENING AND MANAGEMENT FOR MAINLINE WORKS ROU management of entire pipeline route covered under this part, during pre-construction survey, opening of ROU and maintenance of ROU up to completion of entire Mainline works (including CP and Telecom works) & Tie-in; all types of liaisoning/ coordination with local people/villagers, farmers, land owners or any other person/institutions etc. directly or indirectly linked with the pipeline/affected by the pipeline laying activities for ensuring hindrance-free construction works at sites; obtaining NOC from respective land owner(s), farmers etc., as per requirement. Notes: 1. Statutory fees/ Payments as per govt. guidelines to farmers etc against ROU opening shall be paid by the owner. 2. Payment against ROU OPENING AND MANAGEMENT FOR MAINLINE WORKS shall be made as below:- a) 40% after completion of welding b) 50% after completion of lowering & back-filling c) 10% after obtaining NOC (after restoration) from respective land owners / farmers and statutory authorities as required.

PIPING WORKS IN DESPATCH/ RECEIPT/ INTERMEDIATE PUMPING/ COMPRESSOR/ INTERMEDIATE PIGGING/ SV/ SLV/ BLOCK VALVE/ TAP OFF STATIONS

FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING

All works for installation of all above ground terminal/ station piping at all elevations and below ground at all depths for DT/ RT/ IP/ IPS/ Compressor/ Sectionalizing Valve Station(s)/Station Block Valves/Tap off/Station limit valve (SLV)/ In Stations including tapping(s) inside terminals/ station as indicated in Scope document, in all type of terrain and soil including receiving and taking over of all Owner supplied materials from Owner's designated place(s) of issue, transportation including loading, unloading, handling from Owner's designated place(s) of issue to Contractor's owned/ hired stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials (except those specified subsequently in SOR) equipment, consumables etc. as defined in Contractor's scope of supply, and their transportation to the work site(s); performing all above ground/buried piping fabrication works including cutting, edge preparation, (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven/ different thickness wherever required), fit up, bending, pre-heating wherever required, welding, threading etc.; erection of pipes of all types and thickness over sleepers, overhead racks and at all other elevations; hook-up with equipment nozzles; installation and supporting of all type of valves up to size of 1.5" NB, all types of inline/ online instruments such as pressure/thermal safety valves(other than those covered separately in subsequent SOR), fittings of all sizes i.e. flow tees, insulating joints, blow down type QOEC, LR Bends, Pig Signalers, elbows, reducers, tees, 'O' lets, flanges, blind flanges, spectacle blinds, spacers and blinds, tappings for pressure instruments, thermo wells, hoses and hose couplings of all sizes, as applicable, sample connections, flame arrestors as applicable, vents and drains required for process and hydro-testing purposes etc.; fixing of all types of gaskets (including gaskets for RJ flanges), stud bolts and nuts, jack screw etc. of all sizes including torque tightening as applicable; Carrying out all temporary, ancillary & auxiliary piping works; fabrication of strainers of sizes up to 1.5” NB; carrying out non-destructive testing (excluding specific radiography works covered subsequently in SOR) including radiography, magnetic particle/ liquid penetration etc. as required; hook-up with existing piping/pipeline installed by others as per drawings wherever required; weld repairs/retesting; cleaning and flushing by water/ compressed air, carrying out hydrostatic test, pneumatic test, valve functional test and any other type of testing as specified, de-pressurizing, dewatering, drying by compressed air if applicable; pre-commissioning and providing commissioning assistance for process piping and commissioning of non-process piping, if applicable; cutting of mainline/ pipeline/ terminal piping and beveling (if required), tie-in of valve assembly, including NDT of tie-in joints; excavation and filling in all types of soil including soft/hard rock for installation of piping/pipe supports; clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner's designated place(s); completing all works in all respects as per the IFC drawings, scope of work, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge. 1. This work is exclusive of all works associated with main pipeline covered above. 2. Installation of valves/ equipment etc. of size 2" NB and above will be paid separately as per items covered herein subsequently. 3. All works for piping supports will be paid separately as per items covered herein subsequently. 4. All others works pertaining to the Station (Architecture/ Civil/ Structural/ Electrical/ Instrumentation works etc.) shall be as per rates indicated elsewhere in the tender document.

Pipe OD 60.3 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 5.54

Pipe OD 273 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness (mm)/ Schedule 12.70

Pipe OD 114.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 6.02

Pipe OD 60.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 5.54

Pipe OD 33.4 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 4.55

Pipe OD 114.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 8.56

Pipe OD 114.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Buried Wall thickness (mm)/ Schedule 8.56

Pipe OD 60.3 mm Pipe Material Grade ASTM A 312 Gr. TP304 Installation Above Ground Wall thickness (mm)/ Schedule 3.91

Pipe OD 48.3 mm Pipe Material Grade ASTM A 312 Gr. TP304 Installation Above Ground Wall thickness (mm)/ Schedule STD

Pipe OD 114.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Buried Wall thickness (mm)/ Schedule 6.02

Pipe OD 88.9 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 5.49

Pipe OD 273 mm Pipe Material Grade API 5L Gr. B PSL 2 Installation Above Ground Wall thickness (mm)/ Schedule 12.70

Pipe OD 48.3 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 5.08

Pipe OD 26.7 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 5.56

Pipe OD 660 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness 17.5 mm

Pipe OD 660 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness 23.8 mm

INSTALLATION OF VALVES/FLOW METERS/ STRAINERS/ SCRAPER TRAPS/ EQUIPMENT/ SKIDS

Receiving and taking over of all Owner supplied/ Free Issued materials, equipment including skids from Owner's designated place(s) of issue, transportation including loading, unloading, handling from Owner's designated place(s) of issue to Contractor's owned/ hired stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractor's scope of supply and its transportation to the work site(s);installation of valves, flow meters, strainers, scraper traps including QOEC, equipment, skids etc., supply and fixing of gaskets, stud bolts, nuts of all sizes including torque tightening as applicable, leveling, aligning, installation and assembly of accessories, including accessories for actuators, making electrical/ pneumatic connections for such actuators, if any, by bolting/threading or welding of pipes at all elevations, hook up works with others facilities as necessary as per P&ID, testing, completing all works in all respects as per drawings, scope of work, specifications, standards, other provisions of Contract and directions of the Engineer-in-Charge. For all Instrumentation items, details/ specifications/ datasheets are covered elsewhere in the tender document.

Installation of Scraper Launcher/Receiver as defined below: Item Type Scraper Launcher Major Barrel 762 mm Minor Barrel 660 mm Rating 600#

Installation of Scraper Launcher/Receiver as defined below: Item Type Scraper Receiver Major Barrel 813 mm Minor Barrel 660 mm Rating 600#

Installation of Flow Meter as defined below: Item Type Mass Flow Meter Size 60.3 mm Rating 600#

Installation of Strainer as defined below: Type T-Type Ends Butt Welded Size 88.9 mm Rating 150#

Installation of Skid as below: Type of Skid CI Dosing

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 88.9 mm Rating 150#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 88.9 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 114.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 150#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Manual Size 60.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Manual Size 114.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 273 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Manual Size 660 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Actuated (MOV) Size 660 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Buried End Type Butt Welded Operation Actuated (MOV) Size 660 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 273 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 114.3 mm Rating 150#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 300#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 660 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 660 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Actuated (MOV) Size 660 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Actuated (MOV) Size 660 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Manual Size 114.3 mm Rating 150#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Buried End Type Butt Welded Operation Actuated (MOV) Size 1270 mm Rating 150#

RADIOGRAPHY WORKS

Performance of radiographic inspection of piping of all types, sizes, thickness including providing or hiring of all necessary equipment, supply of all consumables including radiographic films and whatever else even though not expressly mentioned but required to perform the work as per specification and instructions of Engineer-in-Charge. All works shall be done as per details below:

Pipe OD 114.3 mm

Pipe OD 273 mm

Pipe OD 88.9 mm

Pipe OD 60.3 mm

PAINTING WORKS

Supply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for Industrial/ Industrial Marine environment for above ground piping including valves & fittings as defined in contract document and as per standard specification for Surface preparation and protective coating, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primer wherever required and providing of scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Standard/ Job Specification, Drawings, Standards and instruction of Engineer-in-Charge. All works shall be done as per details below

Pipe OD 60.3 mm Painting Environment Industrial Marine

Pipe OD 114.3 mm Painting Environment Industrial Marine

Pipe OD 88.9 mm Painting Environment Industrial Marine

Pipe OD 273 mm Painting Environment Industrial Marine

Pipe OD 660 mm Painting Environment Industrial Marine

Coating of Buried piping including all fittings, valves, flanges,etc. (Pipe Size - 4 INCH, Painting Environment - INDUSTRIAL MARINE)

PIPE SUPPORT WORKS

Supply of all materials required for fabrication of pipe supports & special supports including supply of bolts, nuts, washers, U Clamps, Wooden Blocks, Teflon Pads, SS Plates (as required) etc. as mentioned in the drawing/ standards and as defined in scope of work document, fabrication and erection of pipe/ equipment supports (for all sizes/ thickness) including shoes, pipes, cradles, turn buckles, T-posts for all types of guides, anchors, special supports for cold/hot insulated pipes etc. if applicable, all necessary equipment, consumables, labour etc. for completing all works, supply and application of paints and primers suitable for painting environment as defined in contract document and as per standard specification for Surface preparation and protective coating and completing the work as per drawings, scope of work, specifications, standards, other provisions of Contract and instruction of Engineer-in-Charge.

CS Structural Steel

SUPPLY OF ASSORTED PIPES

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Assorted Pipes to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of pipes as per EIL Specification No. 6-44-0051 (Technical notes for Pipes) & its addendum (if any), PMS & any other information forming the tender document as per the following details:

Make SMLS Standard ASME B 36.19 Ends Plain Ended - ASME Pipe Material Grade ASTM A 312 Gr.TP304 Pipe OD 26.7 mm Wall thickness (mm) / Schedule S80

Make SMLS Standard ASME B 36.19 Ends Plain Ended - ASME Pipe Material Grade ASTM A 312 Gr.TP304 Pipe OD 33.4 mm Wall thickness (mm) / Schedule S40

Make SMLS Standard ASME B 36.19 Ends Plain Ended - ASME Pipe Material Grade ASTM A 312 Gr.TP304 Pipe OD 48.3 mm Wall thickness (mm) / Schedule S40

Make SMLS Standard ASME B 36.10 Ends Plain Ended - ASME Pipe Material Grade ASTM A 106 Gr. B Pipe OD 26.7 mm Wall thickness (mm) / Schedule S160

Make SMLS Standard ASME B 36.10 Ends Plain Ended - ASME Pipe Material Grade ASTM A 106 Gr. B Pipe OD 33.4 mm Wall thickness (mm) / Schedule XS

Make SMLS Standard ASME B 36.10 Ends Plain Ended - ASME Pipe Material Grade ASTM A 106 Gr. B Pipe OD 48.3 mm Wall thickness (mm) / Schedule XS

SUPPLY OF FLANGES

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Flanges to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of flanges as per EIL Specification No. 6-71-0023, 6-71-0024, 6-44-0053 (Technical Notes for Flanges) & its addendum (if any), PMS & any other information forming the tender document, as per the following details:

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule S40

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S80

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule S40

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Ring Joint (RJ) Standard ASME B 16.48 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Ring Joint (RJ) Standard ASME B 16.48 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Ring Joint (RJ) Standard ASME B 16.48 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S80

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule S40

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule S40

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Weld neck (WN) Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 900# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

SUPPLY OF FITTINGS

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Fittings to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of fittings as per EIL Specification No. 6-71-0023, 6-71-0024, 6-44-0054 (Technical Notes for Fittings) & its addendum (if any), PMS & any other information forming the tender document, as per the following details:

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CAP Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 NA mm Wall thickness (mm)/ Schedule 2 NA

Type CAP Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 NA mm Wall thickness (mm)/ Schedule 2 NA

Type CAP Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 NA mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 457 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 457 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 457 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 273 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 S120 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 S120 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 S40

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S80 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 S40

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S80 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 273 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 273 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type EQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 114.3 mm Wall thickness (mm)/ Schedule 1 S120 OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 88.9 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 1270 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 1270 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 1270 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type EQUAL TEE Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ELBOW 45 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 45 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type EQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 48.3 mm Wall thickness (mm)/ Schedule 2 S40

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 S40

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 48.3 mm Wall thickness (mm)/ Schedule 2 S40

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 S40

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

SUPPLY OF VALVES

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Valves to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of valves (including commissioning spares (as applicable)) as per EIL Specification No. 6-71-0014 (Specification for Ball Valves), 6-71-0016 (Specification for Plug Valves), 6-71-0017 (Specification for Check Valves), 6-44-0052 (Technical notes for valves) & their addendum (if any), Job Specifications, Datasheets, VMS, PMS & any other information forming the tender document, as per the following details

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 150# Operation Manual Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 600# Operation Manual Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 900# Operation Manual - Lock Open Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0074

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 600# Operation Manual - Lock Open Installation Above Ground Size 33.4 mm Datasheet No. B302-000-83-41-DS-0073

Type Gate Valve Ends Flanged Standard API 600 Rating 150# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B302-000-83-41-DS-0054

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 600# Operation Manual Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0082

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 150# Operation Manual Installation Above Ground Size 33.4 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 150# Operation Manual Installation Above Ground Size 26.7 mm Datasheet No. B302-000-83-41-DS-0073

Type Gate Valve Ends Socket Welded Standard API 602 Rating 150# Operation Manual Installation Above Ground Size 26.7 mm Datasheet No. B302-000-83-41-DS-0053

SUPPLY OF HOSES & HOSE COUPLINGS

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Hoses & Hose Couplings to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of Hoses along with associated end connections (couplings) as per Specification & datasheets enclosed in the tender document, as per the following details

Size 60.3 mm Rating 150# String Length 15m Datasheet No. B302-000-83-41-DS-0010

VIDEO FILM & PHOTOGRAPHY OF CONSTRUCTION ACTIVITIES

Preparation of high resolution video films using drones or equivalent equipment as required (for minim 1 hr.) with audio commentary and Industrial photography covering all aspects/activities of pipeline construction annotated as required, conversion of same to video DVD/ Blue Ray/ USB Drive format, submitting three (3) sets of the same as per details in scope of work document.

ITEM NO

METALLIC MATERIALS AND CORROSION

Magnetic Cleaning and Electronic Geometry Pigging

Mobilisation/ Demobilisation of pigging tools, tackles, consumables, accessories and personnel by Contractor at work site including but not limited to magnet pigs, electronic geometry pigs and pig tracking device, temporary launcher and receiver as per Specification and other provision of the bid document including supply of material, equipment, manpower, etc. as required for geometry inspection and magnet cleaning in accordance with the EIL Specification B302-000-06-41-EGP-0013: A) Mobilisation B) Demobilisation NOTE: Lumpsum charge is applicable for Mobilization and Demobilization charge only, and not for the entire Magnetic Cleaning and EGP charge.

Magnetic Cleaning: Running of adequate no. of Magnet Pigs for pipeline including pig tracking for each segment, preparation of site report as per Specification and provisions of the bid document.

Electronic Geometry Pigging: Running of adequate no. of Electronic Geometry Pig (Caliper) including pig tracking for each segment, preparation of site report on pipeline, data analysis at Contractors facility as per Specification and provisions of the bid document.

Defect Verification: Defect verification at a max. of 3 locations for each segment inspected including supply of all tools, tackles, instruments, personnel and their transportation, all earth work, repair of pipeline coating wherever exposed, backfilling, work complete in all respect as per direction of engineer-in-charge. NOTE: Unit EACH signifies each segment of the pipeline.

Final Report: Preparation of final work report as per agreed format and submission to Client / Client's Consultant in total of 4 copies.

CATHODIC PROTECTION

TEMPORARY CATHODIC PROTECTION:

Survey, Design, Detail Engineering, Supply, installation, testing and commissioning, Post commissioning surveys, interference mitigation of the cathodic protection system of the pipeline. All work shall be carried out conforming to the scope of work, design basis, data sheets, specifications, standards, drawings, etc as per the provisions of GCC, SCC and specification no: B302-000-06-45-CSW-9530 Rev. 0.

PERMANENT CATHODIC PROTECTION SYSTEM:

Survey, Design, Detail Engineering, Supply, installation, testing and commissioning, Post commissioning surveys, interference mitigation of the cathodic protection system of the pipeline. All work shall be carried out conforming to the scope of work, design basis, data sheets, specifications, standards, drawings, etc as per the provisions of GCC, SCC and specification no: B302-000-06-45-CSW-9530 Rev. 0.

ELECTRICAL WORKS

MISCELLANEOUS CONTROL GEAR

Installation, testing and commissioning of miscellaneous surface mounted industrial/FLP control gear such as lighting/power panel, push button stations, motor starter, communication equipment, junction boxes, panels, plugs, sockets, including supply of necessary hardware, touch up painting including supply of paint, including transportation from store/yard to site at the place of installation, unpacking, (excluding fixing of cable glands and cable terminations), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Weight of the unit up to 5 kg.

Weight of the unit above 5 kg. but upto 20 kg.

Supply of flameproof and weather proof type Push Button station as per EIL standard specification No. 6-51-0006 as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

PLUGS, SOCKETS AND JUNCTION BOXES

Supply of weatherproof metal clad 415V, TPN, industrial type socket and plug with heavy duty interlocking switch, with adequately sized cable adaptor box for incoming and outgoing cable terminations, including supply of double compression brass nickel plated cable glands, tinned copper lugs, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin sockets along with associated 5 pin plugs.

Supply of following types of FLP (II C) and WP sockets, plugs and handlamps as per EIL specification No. 6-51-0021, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

63 A, 415 V, 5 pin socket.

63 A, 415 V, 5 pin Plugs for item no. 01EE.1060.30.10

240 V, 15 A, 3 pin socket.

240 V, 15 A, 3 pin Plugs for item no. 01EE.1060.30.70

ANCHOR FASTENERS

Supply, drilling in RCC and fixing of metallic anchor fasteners for supporting of cable trays and miscellaneous electrical switchgear of following sizes, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

TESTING AND COMMISSIONING OF MOTORS

Testing and commissioning of MV motors of following ratings and checking of all interface connections, change of grease, wherever required, including supply of approved type of grease, no load/full load running of motor, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Upto 5.5 kW.

Above 5.5 kW but upto 11 kW.

Above 11 kW but upto 22 kW.

Testing and commissioning of safe area/ FLP motor operated valve actuators with integral starter of different sizes, checking of all interface connections, local/remote controls, settings of limit and torque switches, no load/full load running, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge.

Safe area/FLP motor operated valve actuators.

SAFETY EQUIPMENT

Supply and installation of the following, including the supply of necessary clamps, bolts, rawl plugs etc., breaking and making good of walls, if required, mounting, including all labour and materials, complete and as per applicable standards and CEA Guidelines and as per directions of Engineer-in-Charge.

Shock hazard charts complete with frame and glass.

First Aid Boxes.

Sand buckets with stand (Each with at least 3 sand buckets).

Supply and laying of 900 mm wide safety insulation mats complying to IS-15652, of following grades required for maintenance of electrical equipment in substation, including cutting to required shape in running length, including all labour and materials, as per applicable Indian or International standards and CEA Guidelines and as per directions of Engineer-in-Charge.

3.3 kV grade.

Supply of following items as per applicable Indian standards/CEA Guidelines.

Enamelled caution boards.

Discharge rod with earthing facility (upto 11 kV grade).

SUPPLY OF MV CABLES

Supply of 1100 V grade, Copper Conductor,XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm

3 C x 4 sq. mm

4 C x 10 sq. mm

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, PVC insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

2 Pair x 1.5 sq. mm

4 Pair x 1.5 sq. mm

6 Pair x 1.5 sq. mm

12 Pair x 1.5 sq. mm

Supply of 1100 V grade, Aluminium Conductor, XLPE insulated and armoured, cables of following sizes as per EIL standard specification No. 6-51-0051, data sheets, specifications of this tender and directions of Engineer-in-Charge.

3 C x 25 sq. mm

3.5 C x 35 sq. mm

3.5 C x 70 sq. mm

3.5 C x 95 sq. mm

3.5 C x 185 sq. mm

3.5 C x 300 sq. mm

LAYING OF CABLES

Laying of cables of different voltage grade and types of the following overall diameters in ready trays/trenches/ supported on structure/pull through pipes including supply and fixing of stainless steel strip number tags, supply and applying of fireproofing paint to meet OISD requirement (for 1m length near terminations), supply and fixing of GI saddles & saddle bars, trefoil clamps (for single core cables) etc., including transportation from store/yard to site at the place of installation, unpacking, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

END TERMINATIONS

Termination of XLPE insulated armoured power cables (up to 1100 V grade) and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable-cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

Termination of communication, fire alarm & control paired cables and connection of leads excluding the supply of cable glands and lugs but including fixing of cable glands, supply and fixing of PVC shrouds for outdoor terminations, cutting, stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable- cores, marking with wire number, ferrules etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

All sizes from 1P to 4P and upto 2.5 sq. mm

All sizes from 5P to 10P and upto 2.5 sq. mm

All sizes from 11P to 15P and upto 2.5 sq. mm

G.I. & PVC PIPES

Supply and laying of following sizes of G.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

STRUCTURAL STEEL

Supply, fabrication and installation of MS base frames, supports for switchgear, and brackets for miscellaneous electrical equipments, cable and cable tray supports out of rolled MS sections, pipes, plates etc. including shot blasting, welding, bolting, riveting, supply of necessary anchor bolts and grouting etc., supply of paint and applying of anti-rust primer coat and finished coats of approved synthetic enamel paint as per Table-10 of specification 6-79-0020 suitable for highly corrosive environment, including breaking walls, floors etc. for structures as required including supply of all GI hardware materials, all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Any item weighing up to 1 kg. or less shall neither be measured nor paid).

CABLE GLANDS

Supply of nickel-plated, flame proof IIA/IIB double compression type brass cable glands, suitable for out door terminations of armoured PVC cables of following overall diameter (excluding termination and connection of cables), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Supply of nickel plated brass double compression cable glands suitable for outdoor installations (WP) of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

Supply of nickel plated brass single compression cable glands of following overall diameter (excluding termination and connections of cables), including drilling of suitable holes in equipments for fixing purposes etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD upto 20 mm.

Cables with OD above 20 mm but upto 30 mm.

Cables with OD above 30 mm but upto 40 mm.

Cables with OD above 40 mm but upto 50 mm.

Cables with OD above 50 mm but upto 60 mm.

MARKERS

Supply and installation of cable markers as per std. 7-51-0301, for underground cable runs with 14 SWG enamelled steel plate with white lettering on jade green background inclusive of providing and fixing supports, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and installation of earth pit markers for directly buried GI pipe electrodes with 14 SWG enamelled steel plate engraved with white letters BURIED, EARTH ELECTRODE on JADE green background complete with support and foundation as per approved drawings, specifications of this tender and direction of Engineer-in-Charge.

CABLE LUGS

Supply of crimping type long barrel tinned copper lugs with circular/sector shaped barrel for following conductor sizes, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

All sizes upto 10 sq. mm

All sizes from 16 to 35 sq. mm

All sizes from 50 to 185 sq. mm

All sizes from 240 to 400 sq. mm

ADAPTORS / REDUCERS / NIPPLES ETC.

Supply and fixing nickel-plated brass adaptors/ reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread.

Eqpt. Thread 3/4" PF (J.I.S.)-E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) - E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) -E.T. Thread 1"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/4"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/2"ET

Eqpt. Thread 2" PF (J.I.S.) -E.T. Thread 1-1/2"ET

Supply and fixing FLP(IIA/IIB), weatherproof, nickel-plated brass adaptors/reducers for cable glands of following sizes including all labour and materials complete as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. Adaptors shall have male part threaded as per Eqpt. threads and the other end to receive glands having E.T. thread.

Eqpt. Thread 3/4" PF (J.I.S.)-E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) -E.T. Thread 3/4"ET

Eqpt. Thread 1" PF (J.I.S.) -E.T. Thread 1"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/4"ET

Eqpt. Thread 1-1/2" PF (J.I.S.)- E.T. Thread 1-1/2"ET

Eqpt. Thread 2" PF (J.I.S.) -E.T. Thread 1-1/2"ET

LIGHTING POLES

Supply and installation of street lighting poles (single bracket/double bracket) including supply and installation of marshalling box as per std. 7-51-0208 and necessary wire/cable running from marshalling box to the lighting fixture, cable termination and connection, fixing of cable glands and lugs, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Poles as per std. 7-51-0207 sht. 2 of 2 (Single bracket).

Supply and installation of Flood Light Poles as per std. 7-51-0205 (sheet 1 of 2) including supply and installation of marshalling box as per std. 7-51-0208, necessary wires running from marshalling box to the lighting fixtures, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Flood light poles with marshalling box and wires for safe areas.

HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES

Supply of following FLP/Div.2 lighting fixtures complete with lamps, requisite FLP cable glands, plugs and necessary control gear as per EIL standard specification No. 6-51-0061, data sheet for lighting fixture schedule, including all albour and materials, specifications of this tender and directions of Engineer-in-Charge.

Type FLP-LED-4 Fixtures.

Type FLP-LED-9 Fixtures.

SAFE AREA LIGHTING FIXTURES

Supply, installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box complete with lamps and necessary control gear including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge.

Type LED 2 Fixtures.

Type LED IND-1 Fixtures.

Type LED IND-4 Fixtures.

Type LED FD-1 Fixtures.

Type LED FD-2 Fixtures.

FANS AND EXHAUST FANS

Supply, installation, connection, testing and commissioning of following types of exhaust fans including supply of all necessary supports etc., including fixing of cable glands, lugs with BEE(Bureau of Energy Efficiency) rating of minimum 3 star including all labour and materials and accessories like mounting frame, fixing bolt, wire guard/louvres etc., as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

450 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres.

450 mm dia., 1 phase, 900 rpm, wall mounting type epoxy painted exhaust fan with louvres suitable for Gas group IIC, temperature class T3.

Supply, installation, connection, testing and commissioning of 240 V AC, 1200 mm sweep ceiling fan with regulator (labeled as minimum 3-star by Bureau of Energy Efficiency)including providing clamp/hook in RCC slab, if necessary, providing, fixing, ceiling, rose, wiring, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

SOCKETS / RECEPTACLES AND SWITCHES / MCB UNITS

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase, sockets/receptacles and metallic outlet boxes as described below including supply of all connected materials, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 A, 3 pin plate type flush/ surface mounting sockets/receptacles.

16/6 A, 6 pin plate type flush/ surface mounting sockets/receptacles.

Supply, installation, connection, testing and commissioning of following ratings of 240 V, single phase switches/MCB units, including outlet boxes and associated accessories, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 A, plate type flush/surface mounted switches.

20A, DP MCB unit in moulded case enclosure for window type air conditioner.

LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS

Supply, installation, connection, testing and commissioning of safe area lighting/power panels, surface/flush mounting type, wall mounting type in dust tight (with hinged cover) sheet steel enclosure having 4 pole incomer and single pole MCB (9 kA type) for outgoing circuit control with complete wiring, including cable termination, connection and fixing of cable glands, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

40 A, 4 pole incomer MCB isolator and RCCB and 6 Nos. outgoing single pole MCBs (upto 20 A).

40 A, 4 pole incomer MCB isolator and RCCB and 12 Nos. outgoing single pole MCBs (upto 20 A).

WIRING

Circuit wiring with 660 V grade, (sizes given below), FRLS PVC insulated copper wires in already laid surface/concealed conduit from lighting panel/power panel onwards including the supply of wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 Nos x 1.5 sq. mm

3 Nos x 2.5 sq. mm

5 Nos x 1.5 sq. mm

5 Nos x 2.5 sq. mm

7 Nos x 1.5 sq. mm

3 Nos x 4 sq. mm

Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing) from lighting panel/distribution junction box onwards including the supply of cable, junction boxes and cable glands, including termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3 C x 2.5 sq. mm unarmoured Cu cables.

3 C x 2.5 sq. mm armoured Cu cables.

Supply and laying of (surface type) approved make of black enamelled steel conduit of following diameter and associated fittings from lighting/power panel, telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

Supply and installation of 50 mm x 50 mm, (18 SWG) 'METSEC' channel with removable cover, including supply of all connected hardware, supports, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Circuit wiring with 660 V grade (sizes given below) PVC insulated copper conductor wires in already installed metsec channel including the supply of wires, termination, connection and harnessing of wires etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

1.5 sq. mm wires.

Supply and laying of (concealed type) PVC conduit of following diameter and associated fittings in brick walls, RCC slabs/ceilings for lighting/ power/telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, making cuts and chasis in built up brick work, RCC slabs/ceilings and making good the same, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

EARTH ELECTRODES

Supply, installation, testing and commissioning of GI earth electrodes, complete with earth pit as per std. 7-51-0102 and all necessary materials including excavation of earth pit, filling with charcoal and salt, back filling, providing necessary brickwork, connections, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth electrode as per std. 7-51-0102.

EARTH STRIPS

Supply, installation and connection of following GI earthing strip along the cable trenches or cable trays or fixing to walls or structures including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply, installation and connection of following GI earthing strip buried individually at a depth of 500 mm including welding at joints, providing anti-corrosive paint or bitumen and jute covering for welded portion, clamping and necessary hardware for connecting, excavation and refilling etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

EARTHING CONNECTION

Connecting individual equipment to the earth strip or earth plate with following sizes of G.I. wire / G.I. wire rope including the supply of G.I. wire /G.I. wire rope, lugs, conductors, connecting to the G.I. strip or earth plate and necessary hardware for connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

3/8" dia (10 mm) flexible rope.

5/8" dia (16 mm) flexible rope.

8 SWG GI Wire.

EARTH PLATES

Supply, installation and connection of GI earth plates as per std. 7-51-0103, complete with anchor bolts, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

GI earth plate as per std. 7-51-0103.

Cu earth plate as per std. 7-51-0103.

EARTHING CABLES

Supply of 1100 V grade, multi stranded Copper Conductor, XLPE/PVC insulated and unarmoured cables (with green/yellow strips or green colour outer sleeve) of following sizes as per EIL standard specification No. 6-51-0051, data sheet, specifications of this tender and directions of Engineer-in-Charge.

1 C x 10 Sqmm

TELEPHONE SYSTEM

Supply, installation, testing and commissioning of Indoor Telephone Distribution J.B. made out of 2.03 mm (14 gauge) sheet steel, with one anti-rust coat of primer, with two finished coats of approved epoxy paint, with Krone type terminals with hinged lockable door, detachable gland plate at the bottom/top complete with termination and connections of incoming/ outgoing cables, including all labour and materials, as per specifications of this tender and directions of Engineer-in-Charge.

TDJB Surface mounting type, suitable for 1 nos 10 Pair incoming cable(s) and 10 nos 1 Pair outgoing cable(s)

Supply, installation, connection, testing and commissioning of following plug - in type sockets for Telephones extensions including supply of sheet boxes with covers connection of socket and plug, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Flush Mounting Type.

Wiring with (No. of wires given below) 660 V grade, 0.63 mm dia. annealed tinned copper conductor, PVC insulated twin flat wire as per relevant IS in already laid surface/concealed conduit from TDJB onwards to telephone sockets including supply of Wires, termination and connection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

1 No. twin flat wire.

SUPPLY OF COMMUNICATION / FIRE ALALRM CABLE / CONDUITS / DUCTS

Supply of communication, fire alarm & control paired cables of following sizes as per EIL standard specification No. 6-51-0052, data sheet, specifications of this tender and directions of Engineer-in-Charge.

Non-Jelly filled cables of size 1.5 mm 2 pair un-armoured fire alarm cable (Red Colour).

CIVIL WORKS/M.S. CHEQUERED PLATE

Excavation and backfilling of trenches for cables and earth strip etc. , for a maximum depth of 1.5 m, shoring, shuttering and dewatering (if necessary) including consolidation and disposal of surplus earth up to a distance of 30 m, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Excavated trench dimensions shall be measured).

Excavation and backfilling of trenches in all types of soil except rock.

Supply and spreading of approved fine river sand/stone dust in cable trenches, including all labour and materials, specifications of this tender and directions of Engineer-in-Charge.

Fine river sand.

Supply and spreading of approved FLY ASH BRICKS - TYPE-5 of 75 mm thickness in cable trenches for cable protection, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge. (Actual area of laid brick surfaces shall be measured).

Bricks.

Supply, fabrication and installation of 6 mm thick M.S. chequered plate for covering floor cut- outs/cable trenches etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

6 mm thick M.S. chequered plate.

Miscellaneous

Supply, installation, testing and commissioning of LED PT-1 lighting fixtures and connecting to wiring junction box/marshalling box complete with LED lamps and necessary driver including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fasteners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-charge.

Supply of LED ST10 lighting fixtures complete with LED lamps and necessary control gear as per approved drawings, data sheet for LED lighting fixture schedule, EIL installation standards, specifications of this tender, including all labour and materials and directions of Engineer-in-Charge.

Supply and installation of Lighting Poles for floor mounting for hazardous area as per std. 7-51-0201, including supply and installation of flameproof marshalling box / 3- way flameproof junction box, necessary wiring running from marshalling box/3-way junction box to the lighting fixtures, including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, and all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge.

Installation, testing and commissioning of 415V±10%, 50 Hz±3%, 9kA (1sec), 13 kVAR, TPN, mV capacitor bank along with APFC panel with insulators, 6% series reactor, RVT, fuses and any other necessary equipment as per data sheet, job specification B302-000-16-50-SP-9512 and scope of work B302-000-16-50SOW-9509, including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in-charge.

LED FLP IIC-1 Supply of following FLP/Div.2 lighting fixtures complete with lamps, requisite FLP cable glands, plugs and necessary control gear as per EIL standard specification No. 6-51-0061,data sheet for lighting fixture schedule, including all labour and materials, specifications of this tender and directions of Engineer-in-charge.

2Px1.5 Armoured cable Supply of 2Px1.5 sq. mm, 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, PVC insulated, armoured fire alarm (red colour) cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-charge.

Design, engineering, fabrication, supply, installation, testing and commissioning of following second hand 90 lbs rail 2 pole structure (as applicable) for single/ double circuit overhead line as per EIL standards (7-51-0402 / 7-51-0405), overhead line support/ termination/ bends etc, including the supply and installation of load break isolator, insulators, lightning arrestors, dropout fuses, trifurcating connectors for terminating overhead line on to cable including supply of cable end termination kit outdoor with accessories, 11/0.433 kV, ONAN transformer of 63 kVA (min) rating ,including supply of ACSR conductor for running over poles, structures including P.G. Clamps, connection to isolators, load break switch, drop out fuses, lightning arrestors, O/H line to cable box connector ,including supply and fixing of mS angles and channels, clamps and connectors, upper and lower bus bars, jumpers, with member for fixing wire guard, cable support, earth connection to earthing grid, supply and fixing of guys with 7/10 SWG GI wire, guard wire, 10 SWG GI earth wire, outdoor single phase CTs (metering CTs, Protection CTs.) and Outdoor PTs cast resin/ oil insulated on pole structures , as per EIL specification No. 6-51-0086, applicable specs and standards of State Electricity Authorities including supply of steel structure for positioning in place, site assembly of loosely furnished accessories civil foundation etc. The structure shall include all cross arms, bracings, foundation, GI barbed wire, anticlimbing devices, stay rods, base plates, anchor plates, painting etc., including all labour and materials EIL specifications 6-51-0086 as per approved drawings, specifications of this tender and directions of Engineer-in-charge.

Supply and installation of Flood Light Pole (two) as per std. 7-51-0205 (sheet 2 of 2), including the supply and installation of flameproof marshalling box/3-way flameproof junction box including all civil works, excavation, foundation, disposal of surplus earth, providing shoring, strutting and dewatering if required and including supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, including painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Installation, testing and commissioning of min. 81 A, -48V, parallel redundant battery charger, with 415V±10%,50Hz±3%,TPN input supply along with 2x50% min 350 AH Ni-Cd battery bank for 12 hours back-up along with battery accessories, -48V, min 40Amp., compartmentalized DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min. 30A, -48V to 24V DC to DC converter with min 30A, 24V DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 5A, -48V to 240V DC to AC inverter with min. 5A, 240V ACDB with incoming & outgoing feeders of adequate rating in line with Battery and battery charger data-sheet, job specification (B302-000-16-50-SP-9512), scope of work (B302-000-16-50-SOW-9509), single line diagram and EIL standard specification no.6-51-0019, 6-51-0047 and 6-51-0056 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in-charge.

Installation, testing and commissioning of min. 127 A, -48V, parallel redundant battery charger, with 415V±10%,50Hz±3%,TPN input supply along with 2x50% 550 AH Ni-Cd battery bank for 12 hours back-up along with battery accessories, -48V, 62Amp., compartmentalized DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 30A, -48V to 24V DC to DC converter with min 30A, 24V DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 5A, -48V to 240V DC to AC inverter with min. 5A, 240V ACDB with incoming & outgoing feeders of adequate rating in line with Battery and battery charger data-sheet, job specification (B302-000 -16-50-SP-9512), scope of work (B302-000-16-50-SOW-9509), single line diagram and EIL standard specification no.6-51-0019, 6-51-0047 and 6-51-0056 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge

Installation, testing and commissioning of min. 173 A, -48V, parallel redundant battery charger, with 415V±10%,50Hz±3%,TPN input supply along with 2x50% 750 AH Ni-Cd battery bank for 12 hours back-up along with battery accessories, -48V, 82Amp., compartmentalized DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 30A, -48V to 24V DC to DC converter with min 30A, 24V DCDB with incoming & outgoing feeders of adequate rating, with inbuilt dual redundant type min 5A, -48V to 240V DC to AC inverter with min. 5A, 240V ACDB with incoming & outgoing feeders of adequate rating in line with Battery and battery charger data-sheet, job specification (B302-000 -16-50-SP-9512), scope of work (B302-000-16-50-SOW-9509), single line diagram and EIL standard specification no.6-51-0019, 6-51-0047 and 6-51-0056 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge.

Supply, installation, testing and commissioning of 415V±10%, 50 Hz±3%, 9kA (1sec), 16 kVAR, TPN, mV capacitor bank along with APFC panel with insulators, 6% series reactor, RVT, fuses and any other necessary equipment as per data sheet, job specification B302-000-16-50-SP-9512 and scope of work B302-000-16-50-SOW9509, including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of EIC.

Installation, testing and commissioning of 415V±10%, 50 Hz±3%, 9kA (1sec), 16 kVAR, TPN, mV capacitor bank along with APFC panel with insulators, 6% series reactor, RVT, fuses and any other necessary equipment as per data sheet, job specification B302-000-16-50-SP-9512 and scope of work B302-000-16-50-SOW9509, including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of EIC.

Installation, testing and commissioning of 415V±10%, 50 Hz±3%, 9kA (1sec), 40 kVAR, TPN, mV capacitor bank along with APFC panel with insulators, 6% series reactor, RVT, fuses and any other necessary equipment as per data sheet, job specification B302-000-16-50-SP-9512 and scope of work B302-000-16-50-SOW9509, including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches/foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of EIC.

Installation, testing & commissioning of 415V, 50Hz, 100A, 9kA (1sec), TPN fixed type compartmentalized freestanding stand alone switchboard as per data sheets, job specification B302-000-16-50-SP-9512, scope of work B302-000-16-50 -SOW-9509, single line diagram and EIL standard specification 6-51-0012 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches / foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge.

Installation, testing & commissioning of 415V, 50Hz, 200A, 9kA (1sec), TPN fixed type compartmentalized freestanding stand alone switchboard as per data sheets, job specification B302-000-16-50-SP-9512, scope of work B302-000-16-50 -SOW-9509, single line diagram and EIL standard specification 6-51-0012 including transportation from vendor's work to store/yard at site, from store/yard to the place of installation, proper storage, assembly of sections, installation on concrete trenches / foundation, mounting & wiring of loose accessories supplied by equipment vendor etc., aligning, leveling, testing, calibration of meters and all other accessories including all labour & materials as per approved drawings, standard specifications of this tender and directions of Engineer-in- Charge.

Laying of following sizes of G.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., small civil works, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Installation, testing and commissioning of following energy efficient lighting fixtures and connecting to wiring junction box/marshalling box including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-Charge.

Type LED 2 Fixtures.

Type LED-IND-4 Fixtures.

Type LED FD1 Fixtures

Type LED FD2 Fixtures

Type LED-IND-1 Fixtures.

Laying of (surface type) approved make of black enamelled steel conduit of following diameter and associated fittings from lighting/power panel, telephone, fire alarm /plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

Laying of (concealed type) PVC conduit of following diameter and associated fittings in brick walls, RCC slabs/ceilings for lighting/ power/telephone, fire alarm/plant communication points etc., including supply of G.I. sheet steel junction boxes with acrylic cover, pull wire, making cuts and chasis in built up brick work, RCC slabs/ceilings and making good the same, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

40 mm diameter.

Installation, testing and commissioning of LED ST10 lighting fixtures and connecting to wiring junction box/marshalling box including supply of all connected materials like flexible conduit, clamps, supports, chains, anchor fastners, bolts, nuts and washers etc. as required, including supply and fixing of cable glands, lugs, including all labour and materials, as per approved drawings, data sheet for LED lighting fixture schedule, EIL installation standards, specifications of this tender and directions of Engineer-in-charge.

Supply and installation of earthing jumper connections across the pipe flanges including supply of 25 sq mm flexible copper cable with compatible copper lugs, bolts, nuts and spring washers, etc. (sizes of studs and bolts shall be as per piping material specification) as per 7-51-0112 including all labour and material as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply of 1100 V grade, Copper Conductor,EPR insulated, armoured, PVC outer sheathed, with fire survival type outer sheath, cable of 3Cx4 sq. mm as per EIL standard specification No. 6-51-0051, data sheets,specifications of this tender and directions of Engineer-in-Charge.

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, EPR insulated and armoured,PVC outer sheathed, with fire survival type outer sheath, 4Px1.5 sq. mm cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, EPR insulated and armoured,PVC outer sheathed, with fire survival type outer sheath, 6Px1.5 sq. mm cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge

Supply of 1100 V grade, Copper Conductor, Overall shielded, twisted pair/triad, EPR insulated and armoured,PVC outer sheathed, with fire survival type outer sheath, 2Px1.5 sq. mm cable as per EIL standard specification No. 6-51-0052, data sheets, specifications of this tender and directions of Engineer-in-Charge.

Supply of following sizes of G.I. Pipes (medium) in required length fixed on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete as per approved drawings, specifications of this tender, including all labour and materials and directions of Engineer-in-Charge.

Supply following energy efficient lighting fixtures complete with lamps and necessary control gear as per approved drawings, data sheet for lighting fixture schedule, EIL installation standards, specifications of this tender, including all labour and materials and directions of Engineer-in-Charge.

Type LED IND-1

Type LED-IND-4 Fixtures

Supply of (surface type) approved make of black enamelled steel conduit of following diameter including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

Supply of (concealed type) PVC conduit of following diameter including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

25 mm diameter.

Supply, design, detailed engineering, preparation of documents, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, including supply of required hardware, software, packing and delivery of the following fire alarm systems / its components including Installation, termination, connection, testing and commissioning including transportation from store/yard to site at the place of installation, assembling and installation on foundation or fixing to wall or steel structures, aligning, levelling, grouting, termination and connection of cables, making earth connections etc., including all labour and materials & documentation as per the enclosed EIL standard specification 6-51-0076, job specification, data sheets, approved drawings, etc. and other codes and standards attached or referred in this tender, statutory requirements and direction of Engineer-in-charge.

Weatherproof Break glass type fire alarm boxes.

INSTRUMENTATION

PRESSURE GAUGES AND ACCESSORIES (Incl. supply of Impulse pipe/Tubing material)

Installation of Line mounted or Remote mounted or Local Gauge Board mounted Pressure gauge/ Pressure gauge with Pulsation Dampener/ Syphon/ Overrange Protector (direct/ surface mounted/ diaphragm seal type) inclusive of mounting of instrument, supply of piping and tubing materials such as valves, fittings, pipes, tubes, compression fittings, as per specification, supply and erection of supports, mounting on support, (if support required), laying of capillary on supports, fabrication and installation of manifolds/ impulse lines with supports as per standards indicated below, hydraulic testing and painting of supports but exclusive of Supply of Instrument, Gauge Board, Yoke, and Calibration.

In Alloy Steel (5% Cr, 0.5% Mo) as per Standard 7-52-0432/1112

In Carbon Steel as per Standard 7-52-0436/1114

In Carbon Steel as per Standard 7-52-0440/1115

PRESS.INSTRUMENTS (Incl. supply of Impulse pipe/Tubing material)

Installation of Pressure Transmitters/ Pressure Switches (with or without Pulsation Dampener, Overrange Protector)/ Diaphragm seal type Pressure Transmitters/ Diaphragm seal type Pressure Switches including mounting on Yoke/ Surface, supply of piping & tubing materials such as valves, fittings, pipes, tubes, compression fittings as per specifications enclosed, supply of supports for capillary, supply and erection of supports for impulse lines wherever required, fabrication and installation of manifolds/ impulse lines with supports as per Standard indicated below, laying of capillary on supports, hydraulic testing and painting of supports but exclusive of Supply of Instrument, all Electrical/ Pneumatic connections, Yoke and Calibration.

In Carbon Steel as per Standard 7-52- 0436/1114

In Carbon Steel as per Standard 7-52-0440/1115

In Carbon Steel as per Standard 7-52-0437/0438/1131/1132

CORIOLIS MASS FLOWMETERS

Installation of Transmitters/ Preamplifiers on Yoke/ Instrument (if required), including laying and termination of inter connection cables with supports for cables, painting of supports but exclusive of Supply of Instrument, Yoke and Calibration.

Installation of Transmitters/ Preamplifiers for Coriolis Mass Flowmeters

RADAR LEVEL INSTRUMENTS

Installation of radar sensor and antenna, flanged type connection on equipment nozzle/ rail mounting with/without still well, but exclusive of supply of instruments. Installation of electronics units (total system for indication, transmission, marshalling etc. for one tank), including mounting on Yoke, supply of angle tray with supports, fabrication and erection of supports and laying of cable up to instrument/probe with clamps, termination of cables at both ends, but exclusive of supply of Instruments, supply of yokes and Calibration.

Installation of radar type of level instruments

TEMPERATURE TRANSMITTERS (REMOTE MOUNTED)

Thermocouple/ RTD element with thermowell, along with Temperature Transmitter remote mounted. Installation of transmitter including mounting on yoke, fabrication and erection of supports with clamps and laying of extension/RTD cable upto thermocouple, termination of cables at both ends, painting of supports but exclusive of Supply of Instruments, Cable, Yoke and Calibration.

Temperature Transmitter with RTD (Skin type)

DETECTOR SYSTEMS

Installation of LEL and H2S detectors/monitors, beacon lights and hooters including supply of supports but exclusive of Supply of Detectors, Yoke and Calibration.

LEL Detectors.

Beacon Lights

Hooters

MISCELLANEOUS ITEMS AND DEVICES

Mounting of Miscellaneous instrument items as listed below on Yoke; fabrication and erection of Supports and including installation of instrument items, painting of supports but exclusive of Supply of Instrument items, Piping/ Tubing material / Calibration and supply and erection of Yoke support.

Flame Arrestor

CALIBRATION/ TESTING

Cleaning, set pressure tests of Pressure Relief and Thermal Relief Valves. Providing equipment, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable. Excludes flow calibration.

Inlet Sizes upto 2" flanged, rating 150# to 2500#

Cleaning, calibration of the instruments listed below including removal of instrument from reinstalled locations like panels, enclosures, racks, field etc., and fixing them back in respective places, providing equipments, necessary test jig, Instrument Air, Nitrogen Cylinders, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available.

Radar Level Transmitter

Pressure gauges

Magnetic Level Gauges

Flame Arrestor

Pressure transmitters

Differential Pressure Transmitters for Flow, Level and D.P.

Temperature Transmitters

LEL Detectors

Pig Signaller (Ultrasonic type)

Cleaning, checking and functional tests for flowmeters. Providing equipments, necessary test jig, Instrument Air, test reports, all consumable, except for special imported test equipments for electronic instruments to be supplied by owner if available. Excludes flow calibration.

Coriolis Mass flowmeters

LOOP CHECKING

Loop checking (excluding calibration/ testing) of the instruments listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060.

Pressure transmitters

Radar type Level Instruments

Differential Pressure Transmitters for Flow, Level and D.P.

Temperature Transmitters

Gas Detectors

Hooter / Beacon

Pig Signaller (Ultrasonic type)

Loop checking (excluding calibration/ testing) of the flowmeters listed below including verifying the functional performance of all elements comprising the loop, thereby ensuring proper interconnections and operation, with all other specifications inline with clause 4.13 of Standard specification for Erection tender 6-52-0060.

Coriolis Mass flowmeters

SUPPLY ITEMS

Supply of Instrument items as per specifications enclosed elsewhere in the Tender.

Pressure Gauges

Flame Arrestors

Radar type Level Transmitter

Thermal Relief valve(Sizes upto 2" flgd, rating upto 2500#

Coriolis Mass Flow meter

Hooter with Reset & Acknowledge Push button

Temperature Element (Skin Type RTD)

Beacon with Reset & Acknowledge Push Button

Pressure Transmitter

Signal cable XLPE insulated FRLS 1PX1.5 mm2, IS(Blue) as per stand specification 6-52-0046.

Triad cables as per Standard Specification 6-52-0046 size 1 T X 1.5 mm2, IS(Blue), FRLS for RTD

Pressure Gauges (Diaphragm Seal)

LEL Gas Detector

Signal Cable as per Standard Specification 6-52-0046 size 6P X 1.5 mm2, IS, FRLS

Control cables as per Standard Specification 6-52-0046 size 1P X 1.5 mm2 , NIS, FRLS

Control cables as per Standard Specification 6-52-0046 size 6P X 1.5 mm2 , NIS, FRLS

Triad cables as per Standard Specification 6-52-0046 size 1T X 1.5 mm2, NIS, FR

Triad Cables as per Standard Specification 6-52-0046 size 8 T X 1.5 mm2, IS, FR

Supply of Temperature Transmitter

Pressure Transmitter (Diaphragm Seal)

Supply of Junction boxes of various types and specifications

Junction Box, Weatherproof type for 6 Pair Cable

Junction Box, Weatherproof + Flameproof (Gas Groups -IIA/IIB) type for 8 Triad Cable

Junction Box, Weatherproof + Flameproof (Gas Groups -IIA/IIB) type for 6 Pair Cable

Supply of Cable glands of various types and specifications

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type,Ni plated Brass material with PVC shroud, 1 1/2" NPTM

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type,Ni plated Brass material with PVC shroud, 1" NPTM

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type,Ni plated Brass material with PVC shroud, 1/2" NPTM

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type,Ni plated Brass material with PVC shroud, 3/4" NPTM

Weatherproof Cable gland,Ni plated Brass material with PVC shroud, 1 1/2 " ET with check nut

Weatherproof Cable gland,Ni plated Brass material with PVC shroud, 1" ET with check nut

Weatherproof Cable gland,Ni plated Brass material with PVC shroud, 1/2 " ET with check nut

JUNCTION BOX INSTALLATION

Installation of weatherproof junction boxes including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG GI wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings.

For cable size 6P x 0.5/1.0/1.5/2.5 mm² / 16 AWG Signal/FF/Alarm/ Control

Installation of weatherproof and flameproof junction boxes including supply, fabrication and installation of supports, installation of junction boxes, supply of 14 SWG GI wire (max. length 10 m per Junction Box), laying and connection, screwing plugs for unused entries and painting but exclusive of supply of junction boxes and glands/ fittings.

For cable size 6P x 0.5/1.0/1.5/2.5 mm²/16 AWG Signal/FF/Alarm/ Control

For cable size 8T x 1.5/ 2.5 mm² RTD/ Gas Detector

Installation of Multi Cable transit frames complete with all insert blocks, stay plates, unused blocks with cables piece inserted, end packing etc. on wall for Cable entry including necessary civil works, welding, supply and installation of additional steel plate for unused portion of cutouts, fixing of frames, pulling cables to blocks and installation of blocks on frames as per manufacturer's recommendation.

LAYING OF CABLES

Laying of instrumentation cables for signal, alarm, shutdown, control and signal cable on ducts, main trays, perforated trays, angle trays, trenches (including opening of cable duct covers if required through IRCs {Instrument Road Crossings}) including clamping, glanding the cables, termination at both ends including shield/ drain/ communication wire, providing and fixing identifying tags and megger testing but exclusive of supply of cables and erection of ducts, main tray, perforated tray/ angle trays and preparation of cable trench.

Signal / Alarm / Control Cables of cable sizes 1P x 1.5 / 2.5 mm²

Signal/ Alarm/ Control Cables of cable sizes 12C / 6P x 1.5 / 2.5 mm²

Laying of thermocouple/ RTD/ LEL Detector/ H2S Detector cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs {Instrument Road Crossings}) including opening of cable duct covers if required clamping, glanding the cables, termination at both ends including shield/ drain/communication wire providing and fixing of identifying tags and megger testing but exclusive of supply of multi cables and erection of ducts, main tray, perforated tray/angle tray and preparation of cable trench.

1 Triad/ Quad x 1.5 mm² RTD/ LEL Cable

8 Triad/ Quad x 1.5 mm² RTD/ LEL Cable

TRENCH WORK

Excavation of trenches for burying the cable, preparation of same for laying of cable, filling with sand, laying of brick, back filling and compacting of the excavated earth as per specifications including supply of sand and bricks and as per cable trench layout and removal of surplus earth as per instructions of Engineer- in-Charge.

Trench size 500 mm (W) x 700 mm (D)

Trench size 300 mm (W) x 300 mm (D)

STRUCTURAL

Supply and erection of prefabricated FRP perforated trays with covers as per specifications enclosed elsewhere in tender document and its support including tees, bends and elbows. This also includes one coat of primer as per IS:2074 and two coats of finished paint for supports including supply of paint as per standard

Trays of 60 mm (W) x 20 mm (H)

Trays of 100mm (W) x 30mm (H)

CANOPY FOR INSTRUMENTS AND JUNCTION BOXES

Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box etc. for mounting on the stanchion and alignment as per standard 7-52-0105

FRP Canopy (All sides closed) - Field Instruments

GENERAL SITE WORK

Supply of Yoke supports for transmitters/ preamplifiers (wherever applicable) including supply, fabrication and erection of instrument yoke of all types and painting of yoke supports but exclusive of mounting of Instrument on supports.

2" Yoke supports as per standard 7-52-0101

Identification of instrument items wherever required including supply of approved color of paint/ paints (Fluorescent), painting of tag number (approx. 25-50 mm high) on instrument item like transmitters, switches, level gauges, local indicators, control valves, on-off valves, pressure relief valves, self-actuated pressure control valves, junction boxes, local control panels, stanchions etc. as specified by Engineer-in-Charge.

Identification of instrument items

TELECOMMUNICATION WORKS

OPTICAL FIBRE CABLE INSTALLATION

Submission of OFC alignment sheets, as-built drawings and all documentation in accordance with the specifications.

Installation of Jointing closures (jointing of OFC)

Supply & Installation of OFC joint identification marker

Supply & installation of OFC distance markers (metal plates on pipeline markers) at all pipeline marker locations as per specifications and direction of CLIENT/CONSULTANT.

Supply of Jointing closures, Factory acceptance testing, storage, and transportation to site, loading, unloading, jointing of OFC all complete as per specifications provided in the bid document and direction of CLIENT/CONSULTANT.

Supply and installation of Jointing Pit, including sand, OFC joint identification marker, back filling as required etc. all complete

Supply and installation of Electronic marker system consisting of:

Electronic Marker

Installation of Electronic Marker

Site acceptance Testing of the laid OFC, all complete as per specification and direction of CLIENT/CONSULTANT.

Supply of following Optical Fibre Cables (OFC) including FAT, storage, transportation to site, loading, unloading etc. all complete

24 fibres, single mode, compliant to ITU-T G.652 , Optical Fibre Cable

Supply and installation of Blowing pits, including sand, backfilling as required etc. all complete

Supply of Permanently lubricated HDPE conduit for following sizes in required length of pressure rating 6 kgf/cm2 to be laid in pipeline trench or in separate trench directly or inside CS conduit including FAT, storage, transportation to site, loading, unloading etc. all complete

Duct with nominal diameter 40 mm or less

Laying, Testing and commissioning of the following sizes of HDPE duct/pipe of pressure rating 6 kgf/cm2, including supply of clamps, small iron structures, spacers, and duct accessories like push-fit couplers, bends and elbows, end plugs, simple plugs, sonic heads, etc, and including small civil works, cleaning with compressed air, calibrating, testing for air tightness, sealing of ends, including all labour and materials, as per directions of the Engineer-in-Charge.

Duct with nominal diameter 40 mm or less

Supply, installation, testing and commissioning of fibre-optic patch panel (light interface unit or fibre-termination closure), wall-mounted type in dust tight enclosure with hinged cover, end termination/splicing of fibre-optic cables, including supply & installation of loop box (1000 mm (H) x 1000 mm (W) x 200 mm (D)), patch-cord, pigtail, including all labour and materials all complete for following FO cables

FO cable with 17 or more fibres

Installation & laying of OFC in pipeline trench directly or through HDPE/CS conduit by blowing method, trenching and excavation as required, padding, backfilling, restoration of land & other constructions, as applicable to original conditions etc. including supply and use of all materials required like couplers, end plugs etc. all complete

Installation & laying of OFC in separate trench directly or through HDPE/CS conduit by blowing method, trenching and excavation as required, padding, backfilling, restoration of land & other constructions, as applicable to original conditions etc., including supply and use of all materials required like warning mats, couplers, end plugs etc. all complete

Installation and Laying of OFC through permanently lubricated HDPE conduit (which is sub-ducted in CS conduit) including supply and use of all materials required like couplers, end plug etc. all complete as per the job specification (Supply & Installation of CS Conduit are covered in the Pipeline laying Section of the tender)

EQUIPMENT - PACKAGE

Air-Cooled inverter technology based Split Air conditioners for Telecom and SCADA room of Repeater buildings located at SV-48, SV -49, SV-51, SV-53, SV-54, SV-56, SV-57, SV-58, SV-59, SV-60 & IPS-03 : Supply of each Split Air Conditioner (inverter type with min. 3 star rating) with compatible stabilizer (copper winding) complete with all accessories and fittings, including supply of first fill of refrigerants (non- CFC and eco-friendly), transportation from vendor's works to site, unloading at site, handling, transportation to contractor's store and from contractor's store to work site, storage at site, assembly at site, installation, testing, painting, insulation, commissioning, handing over to client. Split unit shall have wall mounted indoor unit and outside located air cooled condenser (outdoor unit) with insulated refrigerant piping, controls and line accessories, electrical and civil works (e.g. civil work related to concealing of refrigerant piping, drain piping to the nearest drain, cabling of AC units) as required including the structural steel framework, pedestal/bracket to mount the indoor and outdoor units, supports & clamps for refrigerant piping/ cables, stabilizer, hold down nuts & bolts, spares for commissioning and start up, preparation and submission of drawings ,documents and as per the Scope of Work (Doc. No. B302-000-80- 42-SOW-9530), Job specification (Doc. No. B302-000-80-42-SP-9530). Bidder shall provide free onsite service by authorized agency of the manufacturer which shall include charges for all site visit of service engineer, tools and tackles, etc. including top up/ replacement of refrigerant, replacement of failed/defective parts, repair of damaged/leaked coils, etc as a minimum as per manufacturer's recommendation for 1 year from the date of commissioning of AC and stabilizer. Quantity and Installation locations are listed below :

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-48

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-49

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-51

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-53

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-54

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-56

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-57

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-58

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-59

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at SV-60

Total 3 Nos (2W+1S) of 2 TR Capacity Split Air Conditioners for Repeater building at IPS-03

3 MT (SAFE WORKING LOAD) JIB CRANE WITH CHAIN PULLEY BLOCK FOR HAZARDOUS AREA APPLICATION (HEIGHT OF LIFT 4 M) (QUANTITY: 1 NO.) at IPS-3. Design, engineering, manufacture, procurement of materials and bought out components, fabrication, assembly at shop, inspection, testing at manufacturer's works, painting (primer+ finish coat ) at shop, packing, supply of Self Supported Pillar/Column type - JIB CRANE (spark proof construction), including supply of all commissioning spares, special tools and tackles (if any), first fill of lubricants, erection material & documentation, transportation from vendor's works to owners designated storage site, handling, loading ,unloading and storage , complete site work including handling and transportation from storage site to work site, storage & handling at work site, assembly at site, erection, installation, testing, touchup painting (primer +finish coat), commissioning, performance guarantee test run including arrangement of test loads, completing the work in all respects and handing over to Client as per Scope of Work (doc no. B302-000-80-42-SOW-9530) ,Job specification (B302-000-80-42-SP-9530), EIL Standard specification (6-61-0016), data sheets ,instructions of Engineer in-charge and other attachments included in tender . (Note # Height of lift may vary by ± 0.5 m during detail engineering, for which, no additional price & time implication will be entertained by EIL/NRL)

3 MT (SAFE WORKING LOAD) JIB CRANE WITH CHAIN PULLEY BLOCK FOR HAZARDOUS AREA APPLICATION

Unit rate for +/- 0.5 meters change in height of lift (during detail engg stage) of Jib Crane (i.e beyond the specified limit of 4 ±0.5 meter, for details ref SOW doc no. B302 000-80-42-SOW-9530) for addition/ deletion purpose

EQUIPMENT - ROTATING

ERECTION AND COMMISSIONING OF ROTATING EQUIPMENTS (Free Issue Material)

Handling and transportation of Rotating Equipment & miscellaneous items of equipment package from Owner's storage points to work site / contractor's stores, assembly of sub-assemblies, field assembly (as applicable) placing the equipment on foundations, (including some amount of cutting, welding & field joints wherever required), levelling, aligning, fixation of foundation bolts, providing (including supply) packing / shim plates (as applicable), including chipping & dressing of foundations, grouting (including supply and application of grout material, equipment base frame filling as per vendor recommendation with specified grout), cleaning and flushing, draining and drying, purging of lines, and providing manpower and tools / equipment for NDT, testing, carrying out trial and start-up runs and testing under supervision of manufacture's / customer personnel, rectifying defects (if any), insulation (as applicable), pre-commissioning and commissioning (as applicable) and completing the work in all respects as per drawings, job specifications / scope of work document no. B302-000-80-42-SOW-9530-Rotating part B) and instructions of Engineer-in-charge for each equipment

EQUIPMENT - STATIC

EQUIPMENT ERECTION

ERECTION OF BURIED EQUIPMENT : Transportation of vessels from Owner's storage point to worksite, repair/ touch up of finish paint, arrangement of all accessories, equipments, labour etc., placing/erection of vessel in trenches/pits including assembly of parts, subassemblies, aligning, verticality checking, grouting, tightening of foundation bolts, arranging all tools, tackles, machinery, consumables etc to complete the work in all respects as per drawings, equipment detail, specifications and instructions of the Engineer-in-Charge.

Equipment weighing less than 30 MT but 10 MT and Above

GENERAL CIVIL

Compound wall/ Chain Link Fencing/ Barbed wire fencing works

Supplying, fixing and tensioning in position 2.5mm, 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall "Y" shaped overhang, barbed wire fencing, chain-link fencing etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed)

Supplying, fabricating and fixing in position structural steel line posts, straining posts, struts for 'Y' shaped overhang etc. conforming to E250 grade of IS:2062 for barbed wire/ chain link fencing or over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of Engineer-in-Charge.( All materials including cement shall be supplied by contractor)

For Plant Location Industrial

Supplying and fixing of hot dipped galvanized concertina wire (made as per following: Diameter of the wire: 2.56mm, Blade thickens: 0.53mm, Blade length: 12.60mm, Blade width: 12.73mm, Avg. blade spacing 25.00mm, Spacing of each ring / coil: 150mm, material for the central core wire shall be as per IS:4454 Part -I grade SM and Razor shall be as per IS:513 grade D.D.) on longitudinal runs of barbed wires supported on angle iron frame over compound wall/Chain link fencing for all height including supply of all materials and consumables (approved type), tools, scaffolding etc. required for fixing the wire complete in all respect as per specifications, standards, drawing and direction of Engineer-in-Charge.( Weight of wire in straight condition shall be not less than 75 g/m and not more than 90g/m) For Diameter of Coil as per drawing.

SITE GRADING & ROCK CUTTING FOR SITE GRADING

CONCRETE PAVEMENTS

Providing and laying Reinforced Cement Concrete with 20mm and down size graded crushed stone aggregates in flooring, pavements etc. including leaving pockets, if necessary, making recess/drains, laying in alternate panels, etc. for all depths including shuttering, tamping, curing, etc. as specified in any shape, thickness, position and finishing the top surface smooth etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

For RCC of M-30 grade concrete (all materials including cement but excluding cost of providing & fixing reinforcement and joint sealing shall be supplied by the contractor).

Supplying and laying of 150 micron thick HM HDPE (Grade-I) FILM lining conforming to IS 10889 below concrete pavements, Hard stand, at any other place etc. including royalties, taxes, handling, transportation, unloading, storage, joining etc. all complete as per drawings, manufacturer's specifications and directions of Engineer-in-charge.

Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5mm and down size aggregate including cement , water, and approved additives on a prepared sub-grade, mixed in batching plant, transported to site, for all leads & lifts, laid, compacted, finished and cured etc. complete as per IRC:SP:49 (Guidelines for the use of Dry Lean Concrete as Sub-Base), drawings, standards, specifications and directions of Engineer-in-charge.

Providing 20mm wide Expansion Joints in pavement slabs as per standard/ drawing including cleaning the joints of all loose material, filling with 20mm thick impregnated fibre boards for the full depth of slab except for 25mm depth from top and sealing the top 25mm with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. all complete as per drawings, specifications and directions of Engineer-in-Charge.

For type-II pavement (Upto and inclusive of thickness of 150 mm)

For thickened pavement (Upto and inclusive of thickness of 300 mm).

Providing joints in pavements and around foundations as per standard/ drawing including cleaning the joints of all loose materials and sealing with Polysulphide base joint sealant of approved make conforming to BS:5212, including applying 2 coats of approved primer compatible with the brand of Polysulphide etc. complete as per drawings, specifications and directions of Engineer-in-Charge for.

Construction joints 20mm wide x 25mm deep.

RCC PIPE CULVERTS & ELECTRICAL ROAD CROSSINGS ETC.

Supplying and laying in position RCC pipes with collars conforming to IS:458 for pipe culverts, cable crossings etc. including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes etc. caulking the joints with spun yarn soaked in neat cement slurry and finishing with cement mortar 1:2 (1 cement : 2 sand) curing etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following Class and Internal PIPE DIA (MM)

PIPE CLASS NP3 Internal Pipe dia. 500 mm

Supplying and laying in position PVC pipes conforming to IS:4985 Class - I for cable crossings, including cutting the pipe if necessary, lowering, laying in position to proper levels, slopes ,providing proper jointing as per code requirements or manufacturers recommendations, sealing the open ends of pipes with removable type PVC cap (Sealing cap will be paid separately under relevant items)etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For following NOMINAL OUTSIDE PIPE DIA (MM)

Pipe Class I Nominal outside pipe dia. 160 mm

Supplying and fixing in the encasement concrete, cable crossing indicator, made out of 6mm thick MS circular of dia. 150mm welded to 16mm dia. MS Rod of approximately 1.0M length, painted with 2 coats of approved enamel paint over a coat of red oxide primer etc. complete. (All materials in contractor's scope of supply).

Supply and installation of valves

Supply and installation of screwed valves as per piping material specification including fixing in position with threaded connections complete as per drawings, specifications and directions of Engineer-in-charge.

Globe valve for following nominal sizes and piping material class

Dia 1 Inch Piping Material Class GUN METAL CONFORMING TO IS:778

MISC. CIVIL AND STRUCTURAL WORKS FOR U/G PIPING AND OTHER CIVIL WORKS

Providing and laying brick masonry with locally available bricks of specified class (Brick of class lower than specified shall not be accepted) in cement mortar 1:4 (1 cement : 4 Coarse sand) in one or more brick thickness and in any shape in foundation and plinth for valve pits, drains, circular/square maholes, wing walls, etc. including providing recesses, openings, etc. including curing, finishing the joints flush below ground level and raking out joints in plinth with all labour and material, etc. complete as per drawings, specifications and direction of Engineer-in-Charge. For following Brick Class.

All materials including cement supplied by the Contractor and Following Brick Class

Brick Class 5

Providing 13mm thick average cement plaster in cement mortar 1:3 (1 cement: 3 sand) on brick walls/stone masonry/pitching or on concrete surfaces for manholes, valves pits, culverts, wing walls, etc. including cleaning and preparation of the surface, scaffolding, curing etc. for all depths and heights complete as per drawings specifications and direction of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Supplying and fixing in position medium/ heavy duty CI manhole frame with lugs and cover conforming to IS-1726 including breaking of brick masonry or concrete surface to receive frame with lugs and making good the same with CM 1:3 including applying two coats of anticorrosive paint inclusive of all labours and materials etc. complete

circular size 500 mm dia. Medium duty of grade MD-10

Providing cement mortar grouting on brick masonry / RCC wall for filling free space between pipe body and masonry wall/concrete wall with 1:2 (1 cement: 2 sand) mortar including packing, consolidating, curing, finishing, etc. complete as per drawings specifications and directions of Engineer-in-Charge.

All materials including cement supplied by the Contractor.

Supply and laying of gravel/ crush stone of size ranging between 27mm to 37mm in compacted thickness of 100mm in valve pit, open area within the unit battery limit or at any other place as directed, etc. complete as per drawings, specifications and direction of Engineer-in-Charge.

Supplying, fabricating and fixing in position in RCC or brick masonry walls MS rungs made out of 20mm dia. reinforcement bar of grade Fe500 TMT bar conforming to IS: 1786 .Including laying or welding to keep in proper position etc. complete as per drawings, specifications and instructions of Engineer-in-Charge.

Supplying, construction , testing & commissioning of RCC Neutralisation pit concrete , providing lean concrete 1:5:10 (1 cement : 5 sand : 10 aggregate) at bottom of Neutralisation pit and PCC 1:2:4 at Finished Grade Level, rungs, lime fill, acid proof lining, chequered plate with lifting hooks, grouting in 1:2 cement mortar(1 cement :2 sand ), painting with bitumen primer and Epoxy paint, grouting between pipe and pit wall in 1:2 cement mortar (1 cement : 2 sand), reinforcement steel including straightening, cleaning, cutting, bending, keeping in proper position, centering, shuttering etc. including earth work in excavation in all types of soil except soft rock and hard rock, backfilling & disposal of surplus earth for all leads within the complex limit etc. complete as per standards, drawings, specifications and directions of Engineer-in-charge.

All material including cement supplied by the Contractor For following grade of concrete.

grade of concrete M30

PLUMBING AND BUILDING DRAINAGE

Supplying and fixing approved quality heavy grade cast iron Floor/Nahani Trap with CP pressed steel grating including cutting floors and making good the same, etc., making inlet and outlet connections, etc. complete for 100mm inlet and 75mm outlet as per drawings, specifications and directions of Engineer-in-Charge.

Supplying and laying cast iron soil waste and vent pipe conforming to IS:1729 above ground including specials, bends, such as Y junction, T junction (both single and double) including plugs, shoes, cowls, jointing with jute gasket dipped in bitumen, caulking the joints in Cement mortar 1:2 (1 cement: 2 sand) and testing, cutting floors/walls and making good the same etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

75mm dia (All materials including cement supplied by contractor)

Supplying and fixing approved quality Cast Iron soil/waste pipe conforming to IS3989 below ground with necessary specials, bends such as Y-junction, T- junction (both single and double) including plugs, shoes, cowls, jointing with lead caulked joints and testing, cutting in floors, earth work in excavation, encasing the pipe in 50mm THK, PCC M20, backfilling and removal of surplus earth upto a lead of 50M etc. complete as per drawings, specifications and directions of Engineer-in-Complete.

150mm dia (All materials including cement supplied by contractor)

Construction of soak pit conforming to IS:2470 Part-I and as per EIL drg. No. 7-65-0217, masonry, filling and hand packing brick bats of size ranging between 40mm to 50, connecting with septic tank with necessary fittings, piping etc. including earthwork in excavation in all type of soil s except Hard Rock, back filling and disposal of surplus earth for all leads, complete as per drawings, specifications and directions of Engineer-in-Charge. for following users

for NO. of users 10 nos

Supplying, laying and fixing 3 layer PP-R (Poly Propylene Random copolymer) pipes above ground. Pipes shall conform to IS:15801; SDR 7.4 U V stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply, including supply and fixing of all PP-R plain & brass threaded polypropylene random fittings, PP-R Male adopters, including fixing in floors, walls, supporting on columns, sleepers, embedding, jointing, including bends, elbows, tees, reducers, sockets, unions and other specials, supplying and fixing with hooks/clamps in wooden plugs, cutting pipes to required lengths, making connections, cutting chases or holes in walls & making good the same, testing etc all complete as per drawings, manufacturer specifications and directions of Engineer-in-Charge. For the following Nominal Bore (NB) pipe:

Nominal Dia. 25 mm

Nominal Dia. 15 mm

Construction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet pipes, vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge.

All materials including cement supplies by the contractor No. of Users 10 nos

ERECTION OF TUBEWELLS

Supplying and lowering in the bore hole tube well assembly pipe screwed & socketed as per IS:4270 and specials of diameter 219.075mm (8-5/8") O.D. with minimum wall thickness of 5.56mm (0.219") including bottom-most piece of bail plug and painting of pipes with two coats of approved anticorrosive paint on outer faces of the pipe and specials, including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying and lowering 219.075mm (8-5/8") O.D. screwed & socketed slotted pipe with minimum wall thickness of 5.56mm (0.219") all necessary fittings and painting with anticorrosive paint on outer faces before lowering including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & lowering 219.075 mm x 355.6 mm (8"x14") dia O.D. ERW Steel reducer, painting with two coats of anticorrosive bitumastic paints before fixing including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & lowering 355.6mm (14") O.D. with minimum wall thickness of 6.35mm (0.25") ERW MS housing pipe as per IS:4270 with all specials and fittings and painting with two coats of approved bitumastic paint outside of the same before lowering including all labor, equipment and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & fixing MS center guides at every 10M as per specifications and directions of Engineer-in-Charge.

Supplying and fixing MS well cap of 355.6mm (14") dia and housing clamp made out of 20 to 25mm thick mild steel plate of 150mm width including 4 nos. of 20mm diameter 100mm long bolts & nuts, extending 300mm beyond face of the housing pipe on either side and painting with two coats of anticorrosive bitumastic paint applied to it before fixing the same into the concrete block of M-20 of size 1Mx1M and thickness 1M to be constructed by contractor including all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying gravel of approved quality in stacks and then packing the same into the annular space between the tube well assembly and bore hole from the bottom upto 25M above the top of the upper most slotted pipe, including supplying all labor, equipments and materials complete as per specifications and directions of Engineer-in-Charge.

Supplying & laying cement concrete of M-20 grade with approved water proofing additive and quick setting cement in the annular space between the bore hole and the tubewell assembly 600mm thick including all labour & material complete, as per specifications and directions of Engineer-in-Charge.

Supplying approved quality materials such as clay or as approved by the Engineer-in-Charge and packing the same in the annular space between the tube well assembly and bore hole above concrete layer upto the top of the tubewell.

Carrying out the step draw down test and aquifer performance test and development of tubewell with contractor's own air compressor and turbine pump and engine, temporary piping arrangement etc. complete as per specifications and directions of Engineer-in-Charge.

Collecting water samples from the developed tubewell, testing and submitting water analysis test etc. complete as per specifications and directions of Engineer-in-Charge.

Supplying, installing and commissioning of submersible pumps & motors as per IS: 8034 & IS: 9283 of following pumping capacity and head (Required at above grade near Tubwell for further pumping) along with pump shaft as per specifications and satisfaction of the Engineer-in-Charge (parameters of pump capacity and head of the pumps are to be checked depending upon the discharge and Draw down test meeting the above required head).

Pumping Capacity 5 Head 25 m

Drilling a bore hole by using direct percussion reverse circulation rig including supply of all labor equipment and all other materials, collecting, packing and furnishing of strata samples, complete as per specifications and directions of Engineer-in-Charge. For following bore hole dia. (mm) and depth (M)

For depth from 0 M upto and inclusive of 20 M and

For depth beyond 20 M upto and inclusive of 40 M and

For depth beyond 40 M upto and inclusive of 60 M and

Hiring district level groundwater surveyor (available with the district administration) for finalization of the location of proposed Tube wells within the complex limit with all charges payable to the authority/personnel for hiring of services/ consultation for finalization of location of Tube wells/ use of their records, transportation etc. all complete.

MISCELLANEOUS ITEMS

Supplying & Laying 100mm thick interlocking Paver Blocks for road, parking area and any other place etc. including providing 30 mm thick sand filling below Paver Blocks including compaction of sand layer, filling the joints by dry sand, providing precast kerb stone of PCC M-30 at edges preparation of compacted base/ sub base etc. all complete as per drawing, standard, specification and directions of Engineer-in-Charge. (All material including cement supplied by contractor, paver blocks shall confirm to category "B" as per IRC SP63. Color and shape of paver block shall be as per Owner requirement.).

Overhead Drinking Water Tank

Supply and installation on terrace, high density polyethylene drinking water circular tank as per IS:12701 and ISI marked including supply and installation of all fittings, cover with suitable locking arrangement, float valve, making necessary holes for inlet, outlet and overflow connection and vent pipe etc. and the base supports for tank including supply of all necessary material all complete as per specifications and directions of Engineer-in-charge. (Sintex or equivalent having valid ISI license) for following capacities

Capacity 500 Litre

Capacity 1000 Litre

Rain Water Recharging Well

Construction of rain water recharging well including earthwork in excavation in all types of soils excluding soft rock and hard rock, excavation in soft rock and hard rock shall be paid under relevant item, backfilling and disposal of the debris/surplus earth within a lead of 100 m, supply of all filler materials, mild steel perforated pipe, precast cover slab, brick masonry etc all complete as per EIL standard drawings, specifications and directions of Engineer-in-charge. (Depth of well upto 10.0m from ground level) For catchment area:

Above 1500 sqm and up to 3000sqm

Above 3000 sqm and up to 5 hectare

Supply, fabrication and Erection of piping(underground)

Under Ground Sewer System - HDPE Pipe

Nominal Dia. 80 mm Pressure Rating(Kg/Cm2) 2.5

UNDERGROUND SEWER SYSTEM - RCC PIPES

Dia. (Internal) 150 mm Pipe Class P1

Dia. (Internal) 100 mm Pipe Class NP2

fire fighting equipment's

S/I Portable/ trolley mounted Extinguishers

Supply and installation of portable DCP (Dry Chemical Powder Type) extinguisher including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification and directions of Engineer-in-Charge.

Capacity 9 kg

Capacity 75 kg

Supply and installation of portable CO2 extinguishers including transporting to worksite, fixing in position including all accessories and all labor and material etc. complete as per drawings, specification, data sheet and directions of Engineer-in-Charge.

Capacity 4.5 kg

Capacity 2 kg

ARCHITECTURE

FLOOR FINISHING

Providing and laying average 25mm cement concrete flooring in panels consisting of base course of 1:2:4 grade cement concrete (6mm down size stone aggregate) laid over sub-base of cement concrete and finishing with a layer of floating coat of neat cement slurry @ 2.75kg. of cement per Sq. M. of area including cleaning the sub-base surface, applying neat cement slurry @ 2.75 kg of cement per Sq. M. of area over the sub- base to receive the base course, compacting, tamping, trowelling, finishing, curing, providing, shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

25mm thk. cement concrete flooring. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST .

50mm thick heavy duty flooring

Providing and laying average 50mm thick heavy duty flooring in panels consisting of base course of 35mm thick cement concrete (1 cement : 1.5 coarse sand : 3.5 stone aggregates of 10mm to 6mm size by volume) laid over sub-base and 15mm thick finishing layer consisting of cement and integral hardening compound mixed in ratio of 4 cement :1 hardenar (by weight) :2 stone agrgregates of 6mm and down size laid integral with base course and finished smooth including cleaning the sub-base surface, applying neat cement slurry @2.75 Kg of cement per Sq.M of area over sub-base to receive the base course, levelling, tamping, trowelling, finishing, curing, providing shuttering to the edges etc. all complete. CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Providing and laying 125mm high cement plaster skirting with 1:3 cement mortar (1 cement : 3 coarse sand by volume) finished with a floating coat of neat cement slurry @ 2.75kg. of cement per Sq.M of area including rounding of junctions with floor, preparing the wall surface, making recess in the wall, finishing, curing etc. all complete.

12mm thick. CEMENT SUPPLIED BY THE CONTACTOR AT THEIR COST.

Panel dividers in flooring/dado

P.V.C. panel dividers ( 3mm x 20mm size.)

P.V.C. panel dividers ( 3mm x 40mm size.)

Providing and laying machine cut chissel dressed kota stone slab of approved shade in floor tread, landing, riser, skirting, dado over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 Kg of cement per Sq.M of area to receive the mortar, providing neat cement slurry @ 4.4kg. of cement /Sq.M of area over the mortar bed, jointing each slab with neat cement paste/ grouting white cement and pigment ( conforming to IS : 2114, Table-1, matching the shade of slabs), machine cutting of the slab edges square, true & plumb finishing, grinding, polishing, finishing etc. all complete.

25mm thick kota stone slab (with tolerance +_2mm for thickness, +_2mm for length/ breadth) in floor, landing tread over average 15mm thick cement mortar 1:4(1 Cement : 4 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

18mm thick kota stone slab in riser, dado, skirting over average12mm thick cement mortar1:3(1 cement:3 coarse sand by volume). CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST.

Extra for providing round nosing by machine cutting of the slab.

Providing and laying tiles in flooring , dado, skirting etc. in approved colour, design and pattern, laid over and including a coating of approved adhesive as per manufacturers specifications, flush pointing of joints of tiles with cement paste/ grouting with white cement and pigment (conforming to IS:2114, Table-1, matching the shade of tiles) finishing, cleaning etc. all complete.

Ceramic, matt finished non-slip type tiles of approved make and shade(s) in approved design/ pattern including cleaning the finished surface with oxalic acid, wax polishing etc. for size 300mm x 300mm x 8mm (+5%) thick tiles for flooring.

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based self levelling floor coating based on epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.)per coat by brush or spraying over a levelling screed (min. 3mm thick) of a 3 part solvent free combination of epoxy resin, amine hardeners and graded chemically inert aggregate filler, laid over a coat of 2-part epoxy resin primer applied over existing flooring etc. all as per manufacturer's specifications.

Providing and applying pigmented (approved shade) chemical and abrasion resistant, solvent based coating (on dado/wall) of epoxy resin with amine curing agents, in 2 coats @ 125 gms/sq.m. (min.) per coat by brush over plastering/ concrete surfaces including surface preparation, curing etc. all as per manufacturer's specification.

Providing and laying minimum 18mm thick approved premium quality and shade polished granite stone slabs in flooring, counters, treads, risers, skirting, dado etc. over and including a bed of cement mortar including preparing the base surface, applying neat cement slurry @ 2.75 kg. of cement per sq. mtr. of area to receive the mortar bed, jointing each slab with neat cement paste/ grout with white cement maixed with pigment (conforming to IS:2114, Table-1) to match the colour of the granite stone slabs, finishing etc. all complete.

Granite stone slabs in flooring, counters, treads etc.(perfectly levelled) over and including a bed of cement mortar 1:4 (1 cement: 4 coarse sand by volume) CEMENT SUPPLIED BY THE CONTRACTOR AT THEIR COST

Extra for round nosing/ moulded edges (as per approved design) to Granite stone slabs.

Extra over marble/ kota stone flooring/ skirting/ dado items for providing mirror polishing (in place of normal polishing) by grinding machine (suitable for mirror polishing) comprising of multiple grindings up to 6 nos. with carborundum stone (in descending order of hardness of grinding stone), one no. grinding with Italian grinding stone and one no. grinding with foam buffer set and polishing with Teno-oxide granite powder etc. all complete to give a smooth and mirror-like shining surface.

WOOD WORK

Wooden frames of doors, windows, ventilators Providing and fixing wooden frames of doors, windows, ventilators including cutting, shaping, jointing, applying a coat of bituminous paint on concealed surface, wood primer on exposed surface, fixing in masonry/RCC by means of 300mm x 25mm x 6mm thick M.S. hold fasts screwed to frame @ 600mm max vertically and grouted with M-15 grade concrete in min. 350mm x 100mm x 100mm sized hole made in masonry/96mm long, 12mm dia M.S. dash fastener, painting with two coats of approved shade and make (ICI or equivalent) synthetic enamel paint over approved quality primer coat, finishing etc. all complete.

Wooden frames with approved quality local hard wood (Champ, Sisam, Sal etc. conforming to IS : 4021).

35mm thick block board flush shutter Providing and fixing Factory made, overall 35mm thick block board flush shutter consisting of solid core block board bonded with phenol phormaldehyde synthetic resin conforming to IS : 848 and faced on both faces with commercial type plywood/teakwood veneering/ lamination bonded with phenol formaldehyde synthetic resin conforming to IS : 848, including providing and fixing second class teakwood perimeter beading fixed by means of approved quality neoprene based adhesive and nailing @ 300 mm max.. painting exposed surface with two coats of approved shade and make synthetic enamel paint over approved quality primer coat, providing and fixing 125mm long M.S. butt hinges [for each shutter (vertical spacing not exceeding 600mm)] including fixing with door frame, finishing etc. all conforming to IS : 2202.

Door shutter faced with 1mm thick approved quality lamination of approved shade/brand.

Providing and fixing in position following items including all necessary fixtures, fittings, finishing etc. all complete.

Approved make heavy duty overhead hydraulic door closer with adjustable spanners, metal screws etc. conforming to IS : 3564

Approved make Chromium plated metallic (brass body) mortice lock, 6 levers conforming to IS : 2209 (inclusive of pair of handles of pressure die cast zinc alloy,satin finished).

Approved make pressure die cast zinc alloy, chromium plated door handle. 150mm long

Approved quality 3mm thick plastic kick/push plate fixed with brass screws.

Approved quality anodized aluminium aldrop 300mm long, 19.05mm dia in bronze colour.

Approved quality anodized aluminium tower bolts conforming to IS-204 in Bronze colour, 250 x 10mm.

Approved quality anodized aluminium tower bolts conforming to IS-204 in Bronze colour, 150 x 10mm.

Approved quality zinc alloy pressure die cast, chromium plated spring loaded round door stopper with double heavy duty rubber shoes.

Approved quality 75mm long aluminium toilet door latch with vacant/occupied indicator.

Approved quality chromium plated brass coat and hat hook fixed with chromium plated brass screws.

Approved quality cylindrical door lock (Wafer pin Tumbler cylinder system) with knobs.

STEEL/AL./GLAZED/FULLY GLASS/PVC DOORS,WINDOWS & VENTILATORS

Steel glazed/ louvered window/ ventilators Supplying, fabricating, and installing steel glazed/ louvered window/ ventilators in accordance with EIL standards consisting of Mild steel sections for frame and shutters including mitred jointing, welding, fixing (with 100mm x 15mm x 6mm MS lugs grouted with M-20 concrete in minimum 150mm x 50mm x 50mm sized hole in masonry/ anchor fasteners (minimum size 6mm dia, 75mm long ) @ 600mm maximum spacing in RCC) , all hardware such as hinges, peg stays, handles, weather bars, striking plates, coupling bars etc., glazing, MS sheet louvers, painting (minimum 2 coats of synthetic enamel paint including & over primer coat & finishing. Reference EIL standards: 7-75-0027, 0028,0029,0031, 0032.

M.S. sheet louvered window/ ventilator with sections as per IS : 7452/1038

M.S. angle door frame Providing and fixing M.S. angle door frame fabricated by welding 40mm x 6mm thick M.S. angle to 50mm x 6mm thick M.S. flat, fixing the frame with masonry/R.C.C. by means of 300mm x 25mm x 6mm M.S. hold fast welded to frame @ 600mm (max.) c/c and grouted with M- 15 grade concrete in min. 350mm x 100mm x 100mm sized hole in masonry/96mm long 12mm dia, dash fasteners, including making provisions for hinges, 3 way locking devices and other hardware, painting all metallic surfaces with 2 coats of synthetic enamel paint of approved quality over a coat of red oxide zinc chromate primer etc. all complete.

Pressed steel sheet door shutter Providing and fixing pressed steel sheet door shutter made of 18 SWG galvanized pressed steel sheet bent to form hollow box of 40 mm overall thickness; and consisting of/ including: (i) 3 mm thick MS flat all along perimeter (ii) Packing the shutter with mineral wool (48 kg/cum) without gap (iii) Strengthening with 18 SWG GI vertical stiffeners @200 c/c (iv) 3 mm thick MS pad plates welded inside at required locations for fixing of hardware etc. (v) Fixing to door frame by 100 mm long SS 304 grade heavy duty ball bearing hinge @600 c/c maximum (vi) Hardware and vision panel as required. (vii) Grinding and smoothening of welding, cleaning, finishing (synthetic enamel painting/ polyurethane (PU) coating/ electrostatic powder coating), making true alignments and surfaces etc. all complete. Notes: 1. Reference shall be made to EIL standard nos. 7-75-0070, 7-75-0071 Only the net shutter(s) area shall be measured for payment

Single shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 250mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt (250mm long for 2100mm height & 600mm long for 2500mm height)

Double shutter painted with Electrostatic powder coating with following hardware: (i) Over head hydraulic door closer (heavy duty). (ii) SS 304 grade 16 mm dia 300mm long aldrop on both sides of shutter. (iii) Spring loaded heavy duty door stopper. (iv) SS 304 grade 19 mm dia.200 mm long handle on both side of shutter. (v) 10 mm dia SS 304 tower bolt ( 250mm long for 2100mm height & 600mm long for 2500mm height) (vi) 2mm thick 25mmx 25mm GI angles (vertical) welded to each shutter at the meeting point of double shutter.

Aluminium work for doors, windows, ventilators and partition 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, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

For fixed portion of aluminium doors, windows, ventilators and partitions made from Powder coated aluminium (minimum thickness of powder coating 50 micron)

For shutters of doors, windows & ventilators made from Powder coated aluminium (minimum thickness of powder coating 50 micron) including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)

Filling gaps of size upto 5mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete

Providing and fixing 205 X 19 mm adjustable friction window stays of approved quality made from Stainless Steel (SS 304 grade) with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-charge complete.

Providing and fixing 255 X 19 mm adjustable friction window stays of approved quality made from Stainless Steel (SS 304 grade) with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-charge complete.

Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

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

Providing and fixing 100 mm long aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing aluminium tower bolts of size 100mm x 10mm , ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete

Providing and fixing toughened glass panes of 6.0 mm thickness in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ 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)

P/F pressed steel door and window frames Providing and fixing pressed steel door and window frames of size (assorted size out of) Overall 125mm x 60mm section, of required profile conforming to IS: 4351, made of 16 SWG pressed steel including/ consisting of: i)3 mm thick MS flat spacers welded to frame @ 500mm c/c and at holdfast locations. ii)Filling the hollow frame section with concrete. iii)MS angle (20mmx20mmx3mm) horizontal tie member below floor finish. iv)MS holdfasts (200mmx25mmx6mm) welded to spacers. v)Fixing to masonry (by grouting the holdfasts with M-15 grade concrete in minimum 250mm x 100mm x 100mm sized hole)/ fixing to RCC (by minimum 100mm long, 12 mm dia metallic counter sunk anchor fasteners) vi)MS pad plates (40mm x 150mm x 3mm) & GI mortar guard welded to frame at hinge and other hardware locations. vii)Metering of joints between horizontal and vertical members, grinding and smoothening of welding, cleaning of frame surface, finishing (synthetic enamel painting/ electrostatic powder coating/ polyurethane (PU) coating), making true alignments and surfaces etc. all complete. Notes: 1)Reference shall be made to EIL standard nos. 7-75- 0070, 7-75-0071 2)Cumulative length of all horizontal and vertical frame members shall be measured for payment.

Frames painted with Electrostatic Powder coating.

PLASTERING & POINTING

Providing plain cement plaster in cement mortar (1 cement:4/6 fine sand by volume) on masonry, PCC/ RCC including preperation of base, finishing, curing etc; also including providing 20 gauge chicken wire mesh stretched tight at all RCC/ PCC and masonry meeting points in 300mm wide strips (150mm on on each surface) fixed with G.I. "U" type nails before plastering.

Ordinary plain cement plaster Average 15mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Ordinary plain cement plaster Average 12mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Ordinary plain cement plaster Average 6 mm thick 1:4 (1 cement : 4 sand). Cement supplied by the Contractor at their cost.

Plain cement plaster with waterproofing compound conforming to IS-2645 (CICO/ approved equivalent) mixed to cement mortar @ 3% by weight, Average 18mm thick 1:6 (1 cement : 6 sand) Cement supplied by the Contractor at their cost.

Providing 20mm x 10mm Grooves in plastering in perfect straight line, plumb and uniform size throughout including finishing etc. all complete.

ROOFING TREATMENT

PCC 1:2:4 over concrete surfaces Providing and laying cement concrete (1 cement : 2 coarse sand : 4 aggregate) over concrete surfaces, laid to slope at all heights including, finishing, curing, tamping etc. all

Cement supplied by the Contractor at their cost.

P/L A.P.P. modified reinforced bituminous memb. waterproofing Providing and laying 4mm thick A.P.P (atactic polypropelene) modified reinforced bituminous waterproofing membrane over terrace and parapet including cleaning and preperation of the surface consisting of making good all the cracks and damages, filling potholes/ depressions, removing weak foam concrete/ plaster and refilling with same wherever required thus preparing smooth surface of the terrace; providing and applying one coat of cold applied bitumen based primer @ 0.2 to 0.4 litre per sq. mtr.; laying the membrane by torch welding over primer, providing 100mm overlaps and appropriately pressing the membrane to remove any entrapped air, including fixing on parapet after providing 10mm x 20mm continuous groove in parapet for terminating the membrane and filling the groove with polyurethane sealant and continuing this treatment at rain water outlet points; providing finishing protective layer of 35 mm thk. P.C.C. (1:2:4) in panels of maximum size 1200mm x 1200mm chequered finish with 24 SWG chicken wiremesh interposed in between finished smooth with joints between panels sealed with suitable polyurethane sealant; providing fillets of 75 mm radius with P.C.C. (1:2:4) at junctions of horizontal and vertical surfaces finished smooth; providing 450mm x 450mm khuras (rain water collecting pits) in 1:2:4 cement concrete at all outlets, levelled down by min. 25mm, finishing, curing etc. all complete as per approved manufacturer's standard specifications and recommendations.

Cement supplied by the contractor at their cost

WHITEWASHING, PAINTING & POLISHING

Providing and applying two or more coats (to give a smooth and even shade) of premium plastic emulsion paint conforming to IS:5411 of approved make and shade including cleaning and preparation of surface consisting of application of Plaster of Paris punning over entire surface, filling all holes and depressions with plaster of Paris, applying a coat of cement primer, two or more coats of oil based putty (as per manufacturer's recommendations to give a paste like putty), sandpapering etc. all complete.

Providing and applying two coats of synthetic enamel paint of approved make and shade to give an even shade including cleaning and preparation of surfaces, providing 2 coats of primer, stopping and filling etc. complete.

Providing and applying/ finishing the walls/ RCC surfaces with Premium Acrylic smooth exterior paint with silicon additives with low VOC (Volatile Organic Compound) content (Snowcryl-XT of 'Snowcem India Ltd. or approved equivalent) of required shades on new work applied in two or more coats at the rate of 1.43 ltr/ 10 sq.m over and including base coat of waterproof cement paint (of Snowcem Plus or approved equivalent) including cleaning, preparation of surfaces, curing etc. all complete.

ROOFING

Providing and fixing rain water pipes with M.S. holder clamps including fixing/embedding into masonry/concrete, providing connections like shoes, vents, specials, bends etc. fixing in perfect plumb etc. all complete.

160mm dia O.D. Size. exposed PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details.

160mm dia O.D. Size. embedded PVC rain water pipe jointed with bonding solution of approved quality and make with pressure rating of 4kg/cm2 including clamps, connections etc. all as per approved manufacturer's details

SANITARY FITTINGS & FIXTURES

Providing and fixing white glazed Earthen ware double trap, syphonic pattern wash down water closet conforming to IS : 2556 Part II including white plastic solid seat and cover conforming to IS : 2548, CP brass hinges and rubber buffers,10 litres capacity glazed Earthenware low level cistern conforming to IS:774 with internal overflow system & fittings,CP brass 40mm dia flush pipe,15 mm dia ,450mm long PVC connection pipe,ball valve, painting of all exposed matalic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over a priming coat of approved quality red oxide zinc chromate, cutting walls, floors and making good of same, making inlet and outlet connections, finishing etc. all complete.

Providing and fixing glazed Earthenware Hand Wash Basin with antisplash rims on 3 sides, of 550mm x 400mm size conforming to IS : 2556 Part-IV, including approved M.S./C.I. brackets conforming to IS : 775, one 15mm dia CP brass pillar cock, rubber plug with CP brass chain,32mm CP Waste fitting of standard pattern pipe with 32mm dia GI pipe, C.P. brass bottle trap, cutting walls, floors and making good the same, painting all exposed metallic surfaces with 2 coats of approved shade and quality synthetic enamel paint (ICI or approved equivalent) over an approved quality priming coat of red oxide zinc chromate making all connections, finishing etc. all complete.

Providing Handwash basin of white glazed earthen-ware.

Towel Rail

Providing and fixing approved quality chromium plated brass towel rail of 20mm dia, 600mm length and 1.25mm thickness including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

Soap Container

Providing and fixing approved quality chromium plated liquid soap container including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same,finishing etc. all complete.

Providing and fixing Heavy grade Bib cocks/ stop cocks of spring loaded self closing type conforming to IS : 781 including making connections, cutting walls and making good the same etc. all complete.

15mm dia CP Brass stop cock.

15mm dia CP Brass bib cock.

Providing and fixing CP brass shower rose conforming to IS-2064:

100mm dia shower rose.

Toilet Paper Holder

Providing and fixing CP Brass Toilet paper holder of approved make with CP brass brackets including fixing to wall with wooden cleats, CP brass screws,cutting walls and making good the same, finishing etc. all complete.

Stainless steel Kitchen/ Laboratory sink

Providing and fixing stainless steel Kitchen/ Laboratory sink of approx. Size 610mm x 450mm x 200mm made of min. 1mm thick stainless steel sheet of `Salem Steel' or equivalent supported on and including M.S. brackets conforming to IS: 775; one 15mm dia C.P brass long body bib cock (if fixed to wall) or swivel type pillar cock (if fixed to counter), 15mm dia PVC/ G.I. connections to floor trap with unions etc.; painting all exposed metallic surfaces with min. 2 coats of synthetic enamel paint of approved make and shade over acoat of red oxide zinc chromate primer; cutting floor, walls, counter etc. and making good the same, making all connections, finishing etc. all complete.

CP Brass hand shower

Providing and fixing CP Brass hand shower (health Faucet, of Jaquar or approved equivalent ) with 8 mm Dia, 1 metre long PVC Tube and Wall hook in approved colour and finish with all necessary fittings etc. all complete.

chromium plated brass towel ring

Providing and fixing approved quality chromium plated brass towel ring of 150mm dia including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

chromium plated brass towel rack

Providing and fixing approved quality chromium plated brass towel rack with towel rail, of 250mm width and 600mm length including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

chromium plated brass Soap dish

Providing and fixing approved quality chromium plated brass Soap dish of 100mm width and 130mm length including fixing to wall with wooden cleats and CP brass screws, cutting walls and making good the same, finishing etc. all complete.

C.P. brass 2 way bib cock quarter turn type for health faucet

Providing, fixing, testing and commissioning C.P. brass 2 way bib cock quarter turn type for health faucet of approved make or equivalent 15 mm nominal bore, all complete as per standard design, specifications and direction of Engineer-in-charge.

FALSE CEILING, FALSE FLOORING, UNDERDECK INSULATION, PARTITIONING

underdeck insulation consisting of rigid Polyisocyanurate foam (PIR) slabs

Providing and fixing in position underdeck insulation consisting of rigid Polyisocyanurate foam (PIR) slabs of size 1000 x 500mm and thickness of 30mm (covered on one side with glass fibre tissue/ Aluminium foil having 50mm overlap) conforming to IS:12436 having density not less than 32 kg./ Cu. M., thermal conductivity (K- value) not more than 0.023 w/mk measured at 10 deg. C; classified as 'Class I' for surface spread of flame as per BS 476, part 7; fixed to R.C.C. slab by hot blow grade bitumen of 85/25 grade or cold adhesive CPRX applied over a coat of bituminous primer @ 0.5 Litres/ Sq.M. applied to bare R.C.C. surface and to the two surface of each PIR panel and pressed in position (while the bitumen is still tacky) with the help of G.I. screws (No. 8 x 75mm long) fixed into rawl plugs (holes in R.C.C. for the rawl plugs shall be drilled prior to applying coat of bituminous primer) of size 8 x 25mm inserted (5 nos. for each slab- One each at 4 corners and one at center) and G.I washers 25mm dia; including covering the overlaps with approved quality sealing compound (MAS-94 or equivalent); chicken wire mesh 24G x 19mm shall then be fixed to G.I screws and tightened with lacing wire; including preparation of surface consisting of cleaning R.C.C surface of all dust, dirt and loose particles by wire brushing; etc. all complete as per approved manufacturer's standard specifications and recommendations.

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer¿s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with:

12.5 mm thick tapered edge gypsum fire resistant board conforming to IS: 2095- Part I

Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main ¿T¿ runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross ¿T¿ of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main ¿T¿ at 600 mm center to center to form a grid of 1200x600 mm and secondary cross ¿T¿ of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main ¿T¿ runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.

12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit.

MISCELLANEOUS ITEMS

Sealing 25mm thick, 50mm wide expansion joints with premium grade two part poly-sulphide sealant (based on LP liquid sulphide) over and including primer (specially developed for use with polysulphide sealant material and as approved) and back-up materials of polyethylene strip or other bondbreaker (all as per manufacturer's specification), sealant being mixed (the base and the curing agent thoroughly mixed with slow speed electric mixer) and applied by sealant gun and `sealant application kit' including drying of surfaces before application by wire brushing, finishing etc. all complete.

Providing and laying plinth protection with Bldg. drain as per EIL STD. No. 7-75-0065 consisting of

Plinth protection of PCC (1:3:6) laid over rammed earth to slope and trowel finished. Cement supplied by the Contractor at their cost.

Building drain consisting of brick work, PCC (1:3:6) laid over rammed earth and finished with 15mm thick plain cement plaster topped with neat cement finish @ 2.75kg. of cement per Sq.M of area including finishing curing etc. all complete. Cement supplied by the Contractor at their cost.

Extra for providing 600mm long MS grating drain cover as per EIL STD No. 7-75-0065 made of 40mm x 6mm M.S. flat framework with 40mm x 6mm MS flats welded @ 35mm c/c including providing & fixing 50mm x 50mm x 6mm M.S. angle frame fixed to concrete portion of the drain.

Building drain consisting of brick work, M20 concrete laid over rammed earth and finished with 15mm thick plain cement plaster topped with neat cement finish @ 2.75kg. of cement per Sq.M of area including finishing curing etc. all complete. Cement supplied by the Contractor at their cost.

Providing and fixing hand railing up to 1000mm high above finished floor level over stair and landing consisting of one 25mm square M.S. baluster embedded or fixed to floor/steps by 6mm thk. x 20mm wide M.S. clamps anchored into floor/ steps in floor and each step grouted with M-15 grade concrete in cut out of 50mm x 50mm x 100mm size block, teakwood moulded/ M.S. pipe handrail fixed on baluster, 40mm x 40mm x 6mm M.S. flat shoe welded at the bottom of baluster, including painting the balusters, M.S. surfaces with double coating of approved shade and make synthetic enamel paint over a coat of approved quality red oxide zinc chromate primer coat, finishing etc. all complete. (Only length of top handrail shall be considered for payment, not the cumulative length of individual members).

32 mm dia N.B. (medium) M.S. pipe handrail welded to baluster and painted with double coating of synthetic enamel paint over priming coat as per EIL STD NO. 7-75-0036.

1000 mm high satin finish stainless steel (SS 304 grade) tubular railing

Supplying, assembling and installing 1000 mm high satin finish stainless steel (SS 304 grade) tubular railing of approved design in staircases, ramps, around floor cut outs etc. consisting of: 1. 50mm dia SS pipe top handrail 2. 32 mm dia SS pipe balusters (at every third step for staircase, @ maximum 1200mm c/c for ramp, floor cutouts) 3. 3 nos minimum 18mm dia SS pipe intermediate handrails. Including: 1. Fixing balusters to floor with 4 nos bolts änd 8mm thick, 100mm dia SS base plate & SS cap/collar. 2. Fixing top handrail to the balusters with 12mm dia SS bar connector & 6mm thick SS saddle plate. 3. Fixing intermediate handrails to the balusters with 12mm dia SS bar connector. 4. All end caps, decorative caps over balustrades,necessary bending, welding, polishing of all welded joints (Length of top handrail shall be measured for payment).

Steel Entrance Gates

Providing and fixing in position Steel Entrance Gates consisting of 40mm x 80mm x 3.2mm M.S. tubular frame, 80mm x 40mm x 3.2mm rectangular M.S. hollow sections & 32x32x2.6 mm MS rectangular hollow sections, both horizontal & vertical members welded to the framework and intermediate curved rectangular hollow section as per standard design, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (fabricated/ machined as per detail) and M.S. hold fast (25 x 6 x 200mm long) grouted with M-20 grade concrete, providing and fixing M.S. pivot, 50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per EIL- STD-No. 7-75-0054.

CIVIL, STRUCTURE AND ARCHITECTURE

CLADDING WORK

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

FLOORING

Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer-in-charge.

Size of Tile 600x600 mm

Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).

Size of Tile 600x600 mm

FINISHING

Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :

New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

GEOTECH

CONSTRUCTION OF BORED CAST-IN-SITU RCC PILES

BORED CAST-IN-SITU ST. SHAFTED PILES (CEMENT BY CONTRACTOR)

Construction of Bored cast-in-situ RCC straight shafted piles as specified in specific requirements and as per items given below by approved techniques to depths specified using stone chips of 20mm and down size, through all types of soil strata, maintaining borehole sides in position by bentonite slurry by suitable method, tremie concreting, supply of necessary material including plastisizers if required, mobilization of piling rigs and other ancillary equipments/accessories as specified including demobilization etc complete, labour & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & direction of Engineer-in-charge (Cost of reinforcement is excluded, cement supplied by contractor at his own cost and duly approved by Engineer-in-Charge). Diameter of pile 450 mm, Length below COL 15 M, Grade of concrete M30

Rate per meter length in INCREASE in pile length over specified length ( cement Supplied by Contractor at his own cost and duly approved by Engineer-in-Charge) Diameter of pile 450 mm, Length of pile 15 M

EMPTY BORING

Boring up to a depth of cut-off level of pile as per the specification & requirement of AFC drawings & carry out any ancillary work adjunct to piling work, disposal of surplus materials including earth, muck etc beyond specified lead, shifting plant and equipments from one pile location to another, all complete as per specifications, drawings & directions of Engineer-In-charge. Diameter of Pile 450 mm

INITIAL PILE LOAD TESTS

Conducting INITIAL PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge.

Conducting INITIAL VERTICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 450 mm ,Type of Pile Bored Safe capacity of pile 30 T

Conducting INITIAL LATERAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 450 mm, Type of pile Bored Safe capacity of pile 2.5 T

ROUTINE PILE LOAD TEST

Conducting ROUTINE PILE LOAD TESTS by direct loading on piles as per specifications and directions of Engineer-in-Charge.

Conducting ROUTINE VERICAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 450 mm, Type of pile Bored Safe pile capacity 30 T

Conducting ROUTINE LATERAL pile load test by direct loading on piles including finishing pile head, supply & erection of kentledge of suitable magnitude, labour, excavation, back filling, compaction etc. all complete as per specifications and directions of Engineer-in-Charge, analysing the results, making the report and submitting the same in 5 copies (cost of pile is excluded) Diameter of pile 450 mm, Type of pile Bored Safe pile capacity 2.5 T

GROUND IMPROVEMENT

SAND GRAVEL MIX

Supplying and filling sand gravel mix (1:1) with approved aggregate below road, RCC pavement, manholes, pits, foundations, bedding of UG piping etc. in layers of 150 mm loose thickness (maximum) including watering, ramming, rolling, compacting to achieve 85% relative density as per IS 2720 Part-XIV, quarrying, royalties, transportation, handling, etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. (The rate shall be inclusive of the cost of all labour, material, equipment etc. all complete)

Boulder Soling

Supplying and laying of random rubble soling below hardstand, road, RCC pavement, foundation etc. in layers of 200 mm loose thickness (maximum) with nominal size of stones 100 mm to 250 mm, filling of voids with small size stones and sand, including watering, ramming, rolling, compacting, quarrying, royalties, transportation, handling etc. all complete as per specifications, drawing and directions of the Engineer-in-charge. (The rate shall be inclusive of cost of all labour, material,equipment etc., all complete).

STRUCTURAL

EARTH WORK (REFER SPECIFICATION NO. 6-68-0003)

Earthwork excavation in soil

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 1.5m and upto and inclusive of 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

Earth work in EXCAVATION below ground level for all kinds of works in ALL TYPES OF SOILS EXCEPT SOFT ROCK AND HARD ROCK as classified in specification for a depth beyond 3.0m and upto & inclusive of 4.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete, but excluding shoring and strutting.

SHORING AND STRUTTING

Providing and installing approved type of "SHORING AND STRUTTING" by close timbering method for all depths to retain earth including dismantling and removal of the same etc. from site after completion of work etc. all complete as directed.

Backfilling after execution of work

Transporting & Disposing the SURPLUS EARTH AND DEBRIS

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 100M AND UPTO 1KM including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids).

"Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction areas to areas ANYWHERE OUTSIDE THE PLANT BOUNDARY, including re-excavating the deposited soil excavated earlier, loading, transportation, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed. For carting on the basis of truck measurements (volume of truck reduced by 30% for voids). DISPOSAL AREAS OUTSIDE PLANT BOUNDARY TO BE ARRANGED BY THE CONTRACTOR. Royalty as applicable for disposal outside plant limits to be borne by the Contractor. "

PLAIN & REINFORCED CEMENT CONCRETE: (REFER SPECIFICATION NO. 6-68-0004)

PCC - Non FIM Items

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of nominal mix 1:5:10 by mass (1 Cement: 5 Coarse Sand: 10 Crushed Stone Aggregates/Gravels) with 40mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M15 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations, drains, fillings, non-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggregates/Gravels. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Substrutures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. foundations, raft, beams, slabs, pile caps, retaining walls, dyke walls, jambs, counterforts, buttresses, pedestals, pipe sleepers, columns, suspended floors, staircases, landings, steps, brackets etc., including equipment/ machine foundations & pedestals viz. compressors, ID & FD fans, pumps, generators, crushers, mills, etc., (including single pour concreting as specified on the drawing), applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUB-STRUCTURE e.g. trenches, culverts, manholes, pipe encasement, catchpits, drains, pits, etc., applying cement wash on concrete surface (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering, etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING & SPECIFIED ADMIXTURES) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Superstructures - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-30 GRADE with 20 mm and down size graded crushed stone aggregates/ gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/ machine foundations, ramps etc. (including single pour concreting as specified on the drawing), providing cement wash (wherever no other surface application is specified), providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT, SHUTTERING AND SPECIFIED ADMIXTURES) FOR ALL HEIGHTS UPTO & INCLUSIVE OF 20 m ABOVE PLINTH LEVEL in any shape, position, thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

RCC Flooring - Non FIM Items

Providing and laying REINFORCED CEMENT CONCRETE OF M-20 GRADE with 20mm and down size graded crushed stone aggregates / gravel in NON-SUSPENDED slabs / pavement slabs including pedestals, ramps etc. leaving pockets, laying in alternate panels to required slopes, all necessary form work and finishing the top surface rough or smooth, including cost of admixtures if used, providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. (EXCLUDING THE COST OF REINFORCEMENT AND SHUTTERING) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Precast Elements - Non FIM Items

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit upto and inclusive of 1000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as manholes, catch-basins, pits, pipe sleepers, box-culverts, drains, trenches, etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 1000 kg and upto and inclusive of 3000 kg. for all leads, levels below plinth, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, providing lifting hooks, metal inserts, making holes, pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (Cement : 3 Coarse Sand), breaking bricks and/ or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement) and as directed. All materials including cement supplied by the contractor.

HYD Bars / MS Bars - Non FIM Items

"Supplying and placing in position HIGH YEILD-STRENGTH DEFORMED STEEL BARS REINFORCEMENT of Grade Fe550D (TMT) conforming to IS:1786, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with 18 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. "

Centering and Shuttering - Non FIM Items

Providing and fixing CENTERING AND SHUTTERING in foundations, footings,raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/bunkers/ silos/ shafts/ hoppers/liquid storage structures etc. for all depths below and upto & inclusive of plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Providing and fixing CENTERING AND SHUTTERING in superstrctures in retaining walls, jambs, counter-forts, buttresses, equipment/ machine foundations, abutments,columns, lintels, suspended slabs, beams, staircases, landings, steps, non-circular tunnels/ bunkers/ silos/ shafts/ hoppers/ liquid storage structures etc. for all heights above plinth level including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Expansion joints - Non FIM Items

Providing 20mm wide EXPANSION JOINTS in flooring and pavement slabs and ISOLATION JOINTS around equipment foundations/columns/pedestal/trenches etc. including cleaning the joints of all loose material, filling clean sand for the full depth of slab (upto and inclusive of 300 mm) except for 12mm depth from top and sealing the top 12mm with approved two part liquid polysulphide Sealing Compound as per IS:12118 etc. all complete as shown, specified and directed.

Supplying and fixing in position 25mm thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

Supplying and fixing in position 50 mm (2X25 mm) thick BITUMEN IMPREGNATED FIBRE BOARD conforming to IS:1838 of approved quality in expansion joints at all locations and levels in concrete structures etc. all complete as shown, specified and directed.

Supplying and sealing EXPANSION JOINTS 25 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

Supplying and sealing EXPANSION JOINTS 50 mm wide and 12mm deep at all locations and levels in Concrete Structures with approved two part liquid POLYSULPHIDE SEALING COMPOUND as per IS:12118 including raking of joints etc. all complete as shown, specified and directed.

CONCRETE FOR LIQUID RETAINING/LEAK PROOF STRUCTURES (REFER SPECIFICATION NO.6-68-0005

Water Proofing Comp. - Non FIM Items

Supplying and mixing of approved brand of integral WATER PROOFING COMPOUND in cement concrete, cement mortar etc. as per manufacturer's specifications or 1% by weight of cement (whichever is minimum), to make it leak proof/ water tight etc. all complete as specified and directed.

PVC Water bars - Non FIM Items

Supplying and fixing in position 230mm wide x 5mm thick approved PVC WATER STOPS as per manufacturer's specifications in R.C.C. Structures including cutting, fixing, jointing by vulcanising etc. all complete as shown specified and directed.

STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006

Painting - Non FIM Items

Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 9.2 of Table 9.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) over the coat of shop primer already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat as per Sl. No. 7.2.1 of Table 7.2 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable), for steel structures (excluding ladders, spiral stairways & hand rails) at all location & levels, all complete as specified, for OFFSITE (INLAND) areas considering environment classification as INDUSTRIAL. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE.(Unit rate based on Structural steel weight).

Supplying and applying COATING (Post-erection/ Field) of approved quality and shade as per Sl. No. 8.1 of Table 8.0 of EIL Specification No. 6-79-0020 (or as per Job Specifications, wherever applicable) for painting over the coat of shop primer & galvanisation already applied, including storage, surface preparation, degreasing, cleaning, drying, providing necessary arrangement for access, testing etc. including touching up of shop primer coat, for LADDERS, SPIRAL STAIRWAYS & HAND RAILS at all location & levels, all complete as specified. SUPPLY OF ALL MATERIAL IN CONTRACTOR'S SCOPE. (Unit rate based on weight of steel).

MISCELLANEOUS STEEL WORKS SPECIFICATIONS NO. 6-68-0008

Anchor Bolts - Non FIM Items

Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxiliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cloth etc. all complete as specified and directed.(SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Metal Inserts - Non FIM Items

Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/ any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of primer as per EIL Specification No. 6-79-0020 (or as per Job Specification wherever applicable), etc. all complete for all depths and heights as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

GI Pipe Sleeves - Non FIM Items

Supplying, fabricating and fixing in position G.I. PIPE SLEEVES of all diameters including providing necessary staging, cutting, straightening if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxiliary dummy structures to support heavy sleeves etc. all complete for all depths and heights as specified and directed.

MS Chequered Plates - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations bolted, screwed and/or welded M.S. CHEQUERED PLATES of any thickness in walkways, platforms, stair treads, any other place as directed etc. including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting and applying shop primer as per EIL Specification No. 6-79-0020 (or Job Specification, wherever applicable) after fabrication etc. all complete as specified and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

MS Grating Cat. A,B - Non FIM Items

Supplying, fabricating and erecting in position at all levels and locations ELECTROFORGED HOT-DIP GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) including cutting to required size, shape, making holes, notches, openings of required size, nosing, straightening if required, making the edges smooth, removing the burrs, fixing with manufacturer's supplied Hot-dip galvanised clamps, preparation and submission of fabrication drawings, all complete as specified and directed. SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE.

MS Rungs - Non FIM Items

Supplying, fabricating, fixing and keeping in position M.S. RUNGS in R.C.C. works at all depths and heights including handling, transporting the steel to site workshop and site of work, straightening, if required, cutting, bending to shape, necessary tying and welding with reinforcement, adjustment of shuttering, cleaning, surface preparation, shop primer as per EIL Spec. 6-79-0020 (or Job Specification, wherever applicable) and two coats of anticorrosive paint of approved quality on the exposed portion of rungs etc. all complete as specified and directed (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE).

Hand Railing 1000mm - Non FIM Items

Supplying, fabricating and fixing in position at all locations 1000mm high INCLINED HAND RAILING (for staircases) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade M.S. Tubes conforming to IS:1239 including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Supplying, fabricating and fixing in position at all locations 1000mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Hand Railing 500mm - Non FIM Items

Supplying, fabricating and fixing in position at all locations 500mm high HORIZONTAL HAND RAILING (for platforms, walkways, etc. or any other location as directed) consisting of top rail, mid rail and vertical posts (Maximum spacing 1500mm c/c) with 32mm nominal diameter medium grade MS Tubes conforming to IS:1239 and 100x5 MS Toe Plate confirming to IS:2062 (Grade A/B), including straightening if required, cutting, bending, welding, bolting, grouting with ordinary grout, cleaning, surface preparation, hot-dip galvanising (80-85 micron as per IS:4759, IS:2629, IS: 4736, IS:2633), shop primer (1 coat of P6 of 40 micron) as per Sl. No. 8.1 of Table 8.0 of EIL SPEC. 6-79-0020 (or as per Job Specification, wherever applicable), preparation and submission of fabrication drawings etc. all complete as specified, shown and directed. (SUPPLY OF ALL MATERIALS IN CONTRACTOR'S SCOPE). (Complete handrail work shall be measured as length of top rail only and not length of each element fixed).

Mechanical Anchor fastners - Non FIM Items

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 12mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 16mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved MECHANICAL ANCHOR FASTENERS M.S. bolts of Grade 5.8 or more, GALVANIZED with minimum thickness of 5 microns (approved for use in cracked concrete), of 20mm dia at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush, and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

Chemical Anchor Fastner

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 12mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size, testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 16mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

"Supplying, handling, transporting to site of work and fixing approved CHEMICAL ANCHOR FASTENERS consisting of M.S. threaded rod of Grade 5.8, GALVANIZED with minimum thickness of 5 microns and chemical (approved for use in cracked concrete), packed in flexible chemical foil or dual foil type, to be used with the help of dispenser, of 20mm dia. at specified positions on concrete floors, roofs, beams (sides and bottom), walls, columns etc. according to manufacturer's specifications including all accessories like nuts, washers etc. of required size., testing, necessary scaffolding, drilling of the holes in concrete surface with electric drill, cleaning of holes with air blowout & wire-brush and making good any damage done to the structure etc. all complete for all heights, depths and locations as specified and directed. "

BRICK MASONRY (REFER SPECIFICATION NO.6-68-0009)

CLASS 5.0 at all depths -Non FIM Items

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths below plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 5.0 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY THE CONTRACTOR.

HALF BRICK MASONARY with bricks of CLASS 5.0-Non FIM Items

Providing and laying HALF BRICK MASONRY with bricks of CLASS 5.0 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification. ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.

DEMOLISHING AND DISMANTLING (REFER SPEC NO. 6-68-0012)

RCC - Non FIM Items

Demolishing RCC WORK (taking all necessary safety precautions) for all depths below plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed. (Excavation & backfilling shall be paid separately under relevant items).

Demolishing RCC WORK (taking all necessary safety precautions) for all heights above plinth level including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, straightening, scraping and cleaning of reinforcement bars, stacking of serviceable materials, disposal of unserviceable material to spoil heaps anywhere within the plant boundary, all complete as specified and directed.

Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, upto & inclusive of 25mm thickness including supply of all tools & tackles, necessary scaffolding, propping, underpinning etc., cutting, lapping/welding of reinforcement bars as per drawings, disposal of the unserviceable material to spoil heaps anywhere within the plant boundary, all complete at all heights and depths, as specified and directed. (Excavation and backfilling shall be paid separately under relevant items).

MISCELLANEOUS ITEMS (REFER SPECIFICATION NO. 6-68-0013)

Sand Filling - Non FIM Items

Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand, royalties, transportation to site for all leads and lifts, including loading, unloading, spreading in layers of loose thickness not exceeding 150 mm, watering, ramming, compacting with mechanical compactors and/or other equipment to the specified levels to achieve 85% relative density as per IS:2720 Part XIV, including preparation of subgrade to the required slope, providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge. The rates shall be inclusive of the cost of all labour, material, equipments etc. all complete .

DPC - Non FIM Items

Providing and laying 40mm thick DAMP PROOF COURSE with plain cement concrete of nominal mix of 1:1.5:3 with 10mm & down size graded crushed stone aggregates in two layers of 20mm thick with two coats of hot bitumen (Grade A90/S90 conforming to IS:73) applied @ 1.7 Kg/sq.m. over each layer as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling an even layer of dry & sharp sand over the hot bitumen etc. all complete as specified and directed.

BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE

Supplying and mixing of approved brand of BI-POLAR CONCRETE PENETRATING CORROSION INHIBITING ADMIXTURE (confirming to EIL Specification No. 6-68-0017) in concrete as per manufacturer's specification for protection of reinforcement against corrosion. Supply of admixture in Contractor's scope.

BONDING FRESH CONCRETE TO OLD CONCRETE BY EPOXY RESIN BONDING SYSTEM (REFER SPECIFICATION NO. 6-68-0056)

Epoxy Resin - non FIM Items

Providing and applying approved EPOXY RESIN (prepared as per manufacturer's recommendation) for bonding of fresh concrete to old concrete in all types of structure at all depths and heights including cleaning of concrete surface, removing of all loose concrete pieces, making rough by chiselling, taking off the skin of concrete, application of Epoxy Resin System by spraying, necessary working platforms, props, scaffolding and other safety measures, removal of same after completion etc. all complete as specified and directed. (Excavation, backfilling, removal of surplus earth, keeping pit dry by pumping/bailing subsoil water shall be paid separately under relevant items).

PIPELINES

PERMANENT MARKERS

Supply, fabrication and installation of following types of permanent markers along the route including all associated civil works such as excavation in all types of soil, construction of pedestals and grouting with concrete, clearing, supply and application of approved color & text and quality of primer and paint, stencil letter cutting for numbers, direction, chainage etc., restoration of area to original condition and performing all works as per drawings, scope of work, specifications, standards and instructions of Engineer-in-Charge. Note: The painting of all markers shall conform to environments specified as per scope of work and protective coating specification.

Type of Marker Aerial Marker

Type of Marker Direction Marker

Type of Marker Kilometer Marker

Type of Marker Navigable Waterway Marker

Type of Marker Pipeline Warning Marker

Type of Marker ROU Boundary Marker

LEAKS/ BURSTS (ATTRIBUTABLE TO OWNER)

Repair of Leaks/ Bursts in Pipeline All works for locating any major leak/burst (occurred during hydrostatic testing) or any minor leak by sectionalizing or any other methods which cannot be located by visual means, including necessary repairing/ replacing defective pipe length, including cutting and removing out defective pipes, transportation, pretesting of replacement pipe and welding into mainline, NDT of welds and re-beveled area, repair and re-testing of defective welds, coating/ painting of welded joints, clean-up, retesting the pipeline/ pipe segment including providing all necessary equipment, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, scope of work, specifications, standards enclosed with the Contract and directions of Engineer-in-Charge. Note: 1. This rate is applicable for manufacturing defects in Company/ Owner supplied material only.

Type of Leak Major Leak (detected by visual method) Pipe OD 660 mm

Type of Leak Minor Leak (detected by sectionalizing) Pipe OD 660 mm

Repair of Leak/ Burst in Terminal Piping All works for repair of leak/burst (occurred during hydrostatic testing) by necessary repairing/ replacing defective pipes/ fittings/ flanges etc., including cutting and removing out defective items, transportation, welding, NDT of welds and re-beveled area, repair and re-testing of defective welds, coating/ painting of welded joints, clean-up, retesting the pipe segment including providing all necessary equipment, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, scope of work, specifications, standards enclosed with the Contract and directions of Engineer-in-Charge. Note: 1. This rate is applicable for manufacturing defects in Company/ Owner supplied material only.

IDLE TIME PRESERVATION WORKS

Idle time preservation of Pipeline and Associated facilities: Preservation of complete pipeline and associated facilities and its maintenance by filling and pressurizing with nitrogen including supply and maintenance of nitrogen or by filling and pressurizing with corrosion inhibited water including supply and maintenance of water with regular dosing of inhibitor to maintain the effectiveness of the inhibitor water (along with disposal of corrosion inhibited water at a proper/ suitable location, after due preservation works) and supply of all consumables, all equipment, man- power, etc., complete as per the requirements of specifications, scope of work, standards, other provisions of Contract document and instructions of Engineer-in- Charge as per following details:

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 3 to 6 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 6 to 9 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 9 to 12 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period Up to 3 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 3 to 6 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 6 to 9 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period 9 to 12 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 660 mm Period Up to 3 Month

PRE-COMMISSIONING AND COMMISSIONING ASSISTANCE FOR PIPELINES

Carrying out pre-commissioning activities and pre-commissioning checks to the specified acceptance criteria, making the entire pipeline system including stations ready for commissioning, providing assistance during the complete duration of commissioning operations, supply of all equipment, man-power, consumables, including all type of pigs and required quantity of nitrogen (if & as required), materials for all temporary works and performing all associated works, complete as per the relevant specifications, scope of work, standards, other provisions of Contract document and instructions of Engineer-in-Charge

Pre-Commissioning Works as per details: Type of Activity Dewatering Pipe OD 660 mm

Pre-Commissioning Works as per details: Type of Activity Swabbing Pipe OD 660 mm

Pre-Commissioning Works as per details: Type of Activity Drying Pipe OD 660 mm

Commissioning Assistance : All works for Commissioning assistance as per details below: Pipe OD 660 mm

PIPING WORKS IN DESPATCH/ RECEIPT/ INTERMEDIATE PUMPING/ COMPRESSOR/ INTERMEDIATE PIGGING/ SV/ SLV/ BLOCK VALVE/ TAP OFF STATIONS

FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING

All works for installation of all above ground terminal/ station piping at all elevations and below ground at all depths for DT/ RT/ IP/ IPS/ Compressor/ Sectionalizing Valve Station(s)/Station Block Valves/Tap off/Station limit valve (SLV)/ In Stations including tapping(s) inside terminals/ station as indicated in Scope document, in all type of terrain and soil including receiving and taking over of all Owner supplied materials from Owner's designated place(s) of issue, transportation including loading, unloading, handling from Owner's designated place(s) of issue to Contractor's owned/ hired stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials (except those specified subsequently in SOR) equipment, consumables etc. as defined in Contractor's scope of supply, and their transportation to the work site(s); performing all above ground/buried piping fabrication works including cutting, edge preparation, (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven/ different thickness wherever required), fit up, bending, pre-heating wherever required, welding, threading etc.; erection of pipes of all types and thickness over sleepers, overhead racks and at all other elevations; hook-up with equipment nozzles; installation and supporting of all type of valves up to size of 1.5" NB, all types of inline/ online instruments such as pressure/thermal safety valves(other than those covered separately in subsequent SOR), fittings of all sizes i.e. flow tees, insulating joints, blow down type QOEC, LR Bends, Pig Signalers, elbows, reducers, tees, 'O' lets, flanges, blind flanges, spectacle blinds, spacers and blinds, tappings for pressure instruments, thermo wells, hoses and hose couplings of all sizes, as applicable, sample connections, flame arrestors as applicable, vents and drains required for process and hydro-testing purposes etc.; fixing of all types of gaskets (including gaskets for RJ flanges), stud bolts and nuts, jack screw etc. of all sizes including torque tightening as applicable; Carrying out all temporary, ancillary & auxiliary piping works; fabrication of strainers of sizes up to 1.5” NB; carrying out non-destructive testing (excluding specific radiography works covered subsequently in SOR) including radiography, magnetic particle/ liquid penetration etc. as required; hook-up with existing piping/pipeline installed by others as per drawings wherever required; weld repairs/retesting; cleaning and flushing by water/ compressed air, carrying out hydrostatic test, pneumatic test, valve functional test and any other type of testing as specified, de-pressurizing, dewatering, drying by compressed air if applicable; pre-commissioning and providing commissioning assistance for process piping and commissioning of non-process piping, if applicable; cutting of mainline/ pipeline/ terminal piping and beveling (if required), tie-in of valve assembly, including NDT of tie-in joints; excavation and filling in all types of soil including soft/hard rock for installation of piping/pipe supports; clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner's designated place(s); completing all works in all respects as per the IFC drawings, scope of work, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge. 1. This work is exclusive of all works associated with main pipeline covered above. 2. Installation of valves/ equipment etc. of size 2" NB and above will be paid separately as per items covered herein subsequently. 3. All works for piping supports will be paid separately as per items covered herein subsequently. 4. All others works pertaining to the Station (Architecture/ Civil/ Structural/ Electrical/ Instrumentation works etc.) shall be as per rates indicated elsewhere in the tender document.

Pipe OD 60.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 5.54

Pipe OD 60.3 mm Pipe Material Grade ASTM A 312 Gr. TP304 Installation Above Ground Wall thickness (mm)/ Schedule 3.91

Pipe OD 48.3 mm Pipe Material Grade ASTM A 312 Gr. TP304 Installation Above Ground Wall thickness (mm)/ Schedule STD

Pipe OD 114.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 6.02

Pipe OD 88.9 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 5.49

Pipe OD 114.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Above Ground Wall thickness (mm)/ Schedule 8.56

Pipe OD 273 mm Pipe Material Grade API 5L Gr. B PSL 2 Installation Above Ground Wall thickness (mm)/ Schedule 12.70

Pipe OD 33.4 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 4.55

Pipe OD 48.3 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 5.08

Pipe OD 26.7 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 5.56

Pipe OD 60.3 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule 5.54

Pipe OD 660 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness 17.5 mm

Pipe OD 660 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness 23.8 mm

Pipe OD 273 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness (mm)/ Schedule 12.70

Pipe OD 660 mm Pipe Material Grade API 5L Gr. X-70 PSL 2 Installation Above Ground Wall thickness 12.8 mm

Pipe OD 114.3 mm Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Installation Buried Wall thickness (mm)/ Schedule 8.56

INSTALLATION OF VALVES/FLOW METERS/ STRAINERS/ SCRAPER TRAPS/ EQUIPMENT/ SKIDS

Receiving and taking over of all Owner supplied/ Free Issued materials, equipment including skids from Owner's designated place(s) of issue, transportation including loading, unloading, handling from Owner's designated place(s) of issue to Contractor's owned/ hired stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractor's scope of supply and its transportation to the work site(s);installation of valves, flow meters, strainers, scraper traps including QOEC, equipment, skids etc., supply and fixing of gaskets, stud bolts, nuts of all sizes including torque tightening as applicable, leveling, aligning, installation and assembly of accessories, including accessories for actuators, making electrical/ pneumatic connections for such actuators, if any, by bolting/threading or welding of pipes at all elevations, hook up works with others facilities as necessary as per P&ID, testing, completing all works in all respects as per drawings, scope of work, specifications, standards, other provisions of Contract and directions of the Engineer-in-Charge. For all Instrumentation items, details/ specifications/ datasheets are covered elsewhere in the tender document.

Installation of Scraper Launcher/Receiver as defined below: Item Type Scraper Launcher Major Barrel 762 mm Minor Barrel 660 mm Rating 600#

Installation of Scraper Launcher/Receiver as defined below: Item Type Scraper Receiver Major Barrel 813 mm Minor Barrel 660 mm Rating 600#

Installation of Flow Meter as defined below: Item Type Mass Flow Meter Size 60.3 mm Rating 600#

Installation of Strainer as defined below: Type T-Type Ends Butt Welded Size 88.9 mm Rating 150#

Installation of Skid as below: Type of Skid CI Dosing

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 114.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 273 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 88.9 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 88.9 mm Rating 150#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 114.3 mm Rating 150#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 150#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 273 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 60.3 mm Rating 300#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 660 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Manual Size 660 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Flanged Operation Actuated (MOV) Size 660 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Actuated (MOV) Size 660 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Actuated (MOV) Size 660 mm Rating 900#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Manual Size 60.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Manual Size 660 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Above Ground End Type Butt Welded Operation Manual Size 114.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Buried End Type Butt Welded Operation Actuated (MOV) Size 660 mm Rating 600#

RADIOGRAPHY WORKS

Performance of radiographic inspection of piping of all types, sizes, thickness including providing or hiring of all necessary equipment, supply of all consumables including radiographic films and whatever else even though not expressly mentioned but required to perform the work as per specification and instructions of Engineer-in-Charge. All works shall be done as per details below:

Pipe OD 60.3 mm

Pipe OD 114.3 mm

Pipe OD 273 mm

Pipe OD 48.3 mm

Pipe OD 88.9 mm

Pipe OD 660 mm

PAINTING WORKS

Supply of paints, solvents and primers, preparation of surfaces and application of primer and finish paints suitable for Industrial/ Industrial Marine environment for above ground piping including valves & fittings as defined in contract document and as per standard specification for Surface preparation and protective coating, identification, lettering/ numbering, colour coding etc. as specified including rub down and touch up of shop primer or scrapping of shop primer wherever required and providing of scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Standard/ Job Specification, Drawings, Standards and instruction of Engineer-in-Charge. All works shall be done as per details below

Pipe OD 60.3 mm Painting Environment Industrial Marine

Pipe OD 88.9 mm Painting Environment Industrial Marine

Pipe OD 114.3 mm Painting Environment Industrial Marine

Pipe OD 273 mm Painting Environment Industrial Marine

Pipe OD 660 mm Painting Environment Industrial Marine

Coating of buried piping including all fittings, valves, flanges, etc. Pipe Size 4 INCH , Painting Environment INDUSTRIAL MARINE , - Pipe Size 4 INCH , Painting Environment INDUSTRIAL MARINE

PIPE SUPPORT WORKS

Supply of all materials required for fabrication of pipe supports & special supports including supply of bolts, nuts, washers, U Clamps, Wooden Blocks, Teflon Pads, SS Plates (as required) etc. as mentioned in the drawing/ standards and as defined in scope of work document, fabrication and erection of pipe/ equipment supports (for all sizes/ thickness) including shoes, pipes, cradles, turn buckles, T-posts for all types of guides, anchors, special supports for cold/hot insulated pipes etc. if applicable, all necessary equipment, consumables, labour etc. for completing all works, supply and application of paints and primers suitable for painting environment as defined in contract document and as per standard specification for Surface preparation and protective coating and completing the work as per drawings, scope of work, specifications, standards, other provisions of Contract and instruction of Engineer-in-Charge.

CS Structural Steel

FABRICATION and ERECTION of Carbon Steel materials (thickness upto 20 mm): of works for installation of all above ground piping at all elevations and below ground at all depths for Sectionalizing Valve Station(s)/Station Block Valves/Tap off/In Stations as indicated in Scope document, in all type of terrain and soil including receiving and taking over of all Owner supplied materials from Owner's designated place(s) of issue, transportation including loading, unloading, handling from Owner's designated place(s) of issue to Contractor's own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessary intermediate storage area(s) thereof, as required; supply of all materials (except those specified subsequently in SOR) equipment, consumables etc. as defined in Contractor's scope of supply, and their transportation to the work site(s); performing all above ground/buried piping fabrication works including cutting, edge preparation, (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven/ different thickness wherever required), fit up, bending, pre-heating wherever required, welding, threading etc. erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with equipment nozzles; installation and supporting of all type of valves up to size of 1.5" carrying out non-destructive testing (excluding radiography covered subsequently in SOR) such as magnetic particle/ liquid penetration etc. as required; hook-up with existing piping/pipeline installed by others as per drawings wherever required;

Welding of pipe to pie, fittings, flanges, valves etc.

Erection of Piping Spool

Hydrotesting of Above Ground Piping

SUPPLY OF ASSORTED PIPES

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Assorted Pipes to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of pipes as per EIL Specification No. 6-44-0051 (Technical notes for Pipes) & its addendum (if any), PMS & any other information forming the tender document as per the following details:

Make SMLS Standard ASME B 36.19 Ends Plain Ended - ASME Pipe Material Grade ASTM A 312 Gr.TP304 Pipe OD 48.3 mm Wall thickness (mm) / Schedule 40S

Make SMLS Standard ASME B 36.19 Ends Plain Ended - ASME Pipe Material Grade ASTM A 312 Gr.TP304 Pipe OD 26.7 mm Wall thickness (mm) / Schedule 80S

Make SMLS Standard ASME B 36.19 Ends Plain Ended - ASME Pipe Material Grade ASTM A 312 Gr.TP304 Pipe OD 33.4 mm Wall thickness (mm) / Schedule 40S

Make SMLS Standard ASME B 36.10 Ends Plain Ended - ASME Pipe Material Grade ASTM A 106 Gr. B Pipe OD 48.3 mm Wall thickness (mm) / Schedule XS

Make SMLS Standard ASME B 36.10 Ends Plain Ended - ASME Pipe Material Grade ASTM A 106 Gr. B Pipe OD 33.4 mm Wall thickness (mm) / Schedule XS

Make SMLS Standard ASME B 36.10 Ends Plain Ended - ASME Pipe Material Grade ASTM A 106 Gr. B Pipe OD 26.7 mm Wall thickness (mm) / Schedule S160

SUPPLY OF FLANGES

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Flanges to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of flanges as per EIL Specification No. 6-71-0023, 6-71-0024, 6-44-0053 (Technical Notes for Flanges) & its addendum (if any), PMS & any other information forming the tender document, as per the following details:

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Ring Joint (RJ) Standard ASME B 16.48 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Ring Joint (RJ) Standard ASME B 16.48 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Figure 8 Face Ring Joint (RJ) Standard ASME B 16.48 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Weld neck (WN) Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 900# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule 80S

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule 40S

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule 40S

Flanges for Piping (PMS) Type Weld neck (WN) Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 1500# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 1500# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Weld neck (WN) Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 1500# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 1500# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 1500# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Blind Face Ring Joint (RJ) Standard ASME B 16.5 Finish (AARH) 32-63 Rating 1500# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule NA

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 300# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule S160

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 150# Material ASTM A 105 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule XS

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 48.3 mm Wall thickness (mm)/ Schedule 40S

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 26.7 mm Wall thickness (mm)/ Schedule 80S

Flanges for Piping (PMS) Type Socket Welded (SW) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 182 GR.F304 Pipe OD 33.4 mm Wall thickness (mm)/ Schedule 40S

SUPPLY OF FITTINGS

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Fittings to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of fittings as per EIL Specification No. 6-71-0023, 6-71-0024, 6-44-0054 (Technical Notes for Fittings) & its addendum (if any), PMS & any other information forming the tender document, as per the following details:

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 90 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ELBOW 45 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 45 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type ELBOW 45 DEG Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type EQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type EQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type EQUAL TEE Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type EQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 6000# Standard ASME B 16.11 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type UNEQUAL TEE Ends/ Rating Socket Welded / 3000# Standard ASME B 16.11 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CAP Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 NA mm Wall thickness (mm)/ Schedule 2 NA

Type CAP Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 NA mm Wall thickness (mm)/ Schedule 2 NA

Type CAP Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 NA mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 457 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 457 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 S120 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 S120 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 17.48 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 17.48 OD2 88.9 mm Wall thickness (mm)/ Schedule 2 STD

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 17.48 OD2 273 mm Wall thickness (mm)/ Schedule 2 12.70

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 105 (CHARPY) OD1 273 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-70 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 273 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 273 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 273 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 273 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 273 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 48.3 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 660 mm Wall thickness (mm)/ Schedule 1 23.83 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 S40

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S80 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type CONCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 (CHARPY) OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 33.4 mm Wall thickness (mm)/ Schedule 2 S40

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 S40 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 182 GR.F304 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S80 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S80

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 33.4 mm Wall thickness (mm)/ Schedule 2 XS

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 48.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 33.4 mm Wall thickness (mm)/ Schedule 1 XS OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type ECCENTRIC SWAGE Ends/ Rating Plain Both Ends / Not Required Standard BS-3799 Material ASTM A 105 OD1 26.7 mm Wall thickness (mm)/ Schedule 1 S160 OD2 21.3 mm Wall thickness (mm)/ Schedule 2 S160

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 48.3 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 660 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 457 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 114.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 88.9 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 26.7 mm Wall thickness (mm)/ Schedule 2 NA

Type SOCKOLET Ends/ Rating Socket Welded / 3000# Standard MSS SP97 Material ASTM A 182 GR.F304 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 NA OD2 33.4 mm Wall thickness (mm)/ Schedule 2 NA

SUPPLY OF VALVES

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Valves to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of valves (including commissioning spares (as applicable)) as per EIL Specification No. 6-71-0014 (Specification for Ball Valves), 6-71-0016 (Specification for Plug Valves), 6-71-0017 (Specification for Check Valves), 6-44-0052 (Technical notes for valves) & their addendum (if any), Job Specifications, Datasheets, VMS, PMS & any other information forming the tender document, as per the following details

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 150# Operation Manual Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 600# Operation Manual Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 600# Operation Manual Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0082

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 150# Operation Manual Installation Above Ground Size 33.4 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 150# Operation Manual Installation Above Ground Size 26.7 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 900# Operation Manual - Lock Open Installation Above Ground Size 48.3 mm Datasheet No. B302-000-83-41-DS-0074

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 600# Operation Manual - Lock Open Installation Above Ground Size 33.4 mm Datasheet No. B302-000-83-41-DS-0073

Type Plug Valve Ends Socket Welded Standard API 602 Rating 150# Operation Manual Installation Above Ground Size 26.7 mm Datasheet No. B302-000-83-41-DS-0053

Type Plug Valve Ends Flanged Standard API 600 Rating 150# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B302-000-83-41-DS-0054

SUPPLY OF HOSES & HOSE COUPLINGS

Supply, procurement and transportation to worksite(s)/workshop(s) including loading, unloading and handling for Hoses & Hose Couplings to be supplied by Contractor as per the requirement of PMS, data-sheets, scope of work, specifications and applicable addendum (if any), standards, instructions of Owner/ Engineer-in-Charge and other provisions of Contract. Supply of Hoses along with associated end connections (couplings) as per Specification & datasheets enclosed in the tender document, as per the following details

Size 60.3 mm Rating 150# String Length 15m Datasheet No. B302-000-83-41-DS-0010

HYDRAULIC BOLT TENSIONING

Carrying out tensioning of bolted joints on all types of piping as per specification (EIL Specification no. 6-76-0002 or any other job specification, as included in tender document) including supply of all materials, recording devices, instruments etc.; providing all specialized equipment, skilled/ unskilled man power, specialist, supervisory staff and completing the work in all respects as per scope of work, specifications, provisions of Contract document and instructions of engineer-in-charge for following details

Joint Size 660 mm Rating 600#

Joint Size 660 mm Rating 900#

Grading Clearing, grubbing, grading (as required) of Right-of-Use (ROU) / Right of Way (ROW); Cutting Trees, if required;

Stringing Stringing of line pipes along ROU/ROW including providing straw and sand bags as per specification and approved procedure. Internal cleaning of all pipes by suitable methods to remove debris, shots, grits etc. to the satisfaction of Engineer-in- Charge for 26", API 5L Gr. X-70 PSL2, 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

VIDEO FILM & PHOTOGRAPHY OF CONSTRUCTION ACTIVITIES

Preparation of high resolution video films using drones or equivalent equipment as required (for minim 1 hr.) with audio commentary and Industrial photography covering all aspects/activities of pipeline construction annotated as required, conversion of same to video DVD/ Blue Ray/ USB Drive format, submitting three (3) sets of the same as per details in scope of work document.

Welding

Mainline & Free Tie-in Joints Aligning, bending, cutting and beveling (as required) of pipes for welding and field adjustments, preparation of tie-in pit as required, Fit-up ,welding as per technical specification and approved procedure and providing all requisite equipment, labor, supervision, approved electrode , other materials, consumables, all facilities and personnel , carrying out repairs of weld joints found defective in NDT/ X-ray as per technical specification & approved procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Tie-in Joints Complete work for tie-in joint in pit including the tie-in(s) of the pipeline / piping installed with the adjacent section of pipeline, cutting of section, re-beveling as required, NDT examination of required for edge preparation as per specification including excavation of pit as per requirement, Fit-up & welding with approved procedure ,carrying out repairs of tie-in joints found defective in NDT/ X-ray as per technical specification including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel for carrying tie-in joint as per specification & approved procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Weld Repair Repair of weld joint found defective in NDT/X-ray as per technical specification and approved procedure , including marking at defective location of weld joint including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel for carrying repair joint for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Mainline Joint Coating By HTLP 80 for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating (supply of coating materials with application)

Trenching Trenching to all depths and to a width in all type of soil strata including Soft / Hard Rock to accommodate the 26'' NB dia Carrier pipeline and/or optical fiber cable/cable duct during lowering & backfilling as specified in scope document and as per the relevant standards, specifications, etc. by excavation in all types of soils/Rocky strata providing depth of padding in trench bed & above and around the pipeline HDPE duct and OFC as required with sand / graded earth approved by Engineer-in Charge for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Radiography (X ray) of Welded Joints Performance of radiographic inspection by X-ray as per scope of work and as per specifications including providing/hiring of all necessary equipment, supply of all consumables, and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge (full circle re-radiography of the repaired joint and additional radiography necessitated due to poor performance of contractor's welder shall be carried out by the Contractor at his own cost and shall not be paid extra by Company). Radiographs shall be submitted to the Engineer-in-Charge for acceptance, whose decision shall be final and binding.

26" NB Pipeline - Full Joint

26" NB Pipeline - Repair joint (applicable for joints welded by previous contractor)

Removal of Joint Coating Removal of joint coating by approved procedure including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel as required for 26" dia Carrier Pipe Joint Coating

Joint Cutting & Bevel End Preparation Joint Cutting & bevel end preparation by approved procedure including all requisite equipment, labor, supervision, materials, consumables, all facilities and personnel as required for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Lowering Lowering the pipelines in trench including providing sand bag separators for parallel pipelines at the specified spacing (when applicable), providing required padding over and around the pipeline with sand / graded material approved by Engineer-In-Charge for 26", API 5L Gr. X-70 PSL2, 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Installation of Warning Mat Installation of warning mat on the entire length of the pipeline as per specification.

Backfilling

Backfilling for pipeline section after lowering in multiple locations with available, approved excavated material and/or other suitable soil approved by Engineer-In-Charge for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Backfilling for already laid pipeline by earlier contractor in multiple locations with available, approved excavated material and/or other suitable soil approved by Engineer-In-Charge for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

PCC slab installation before backfilling for 11KV LINE

Hydrotesting

Hydrotesting as per the job procedure and specification(Gauging completed) for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Gauging and hydrotesting as per the job procedure and specification for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Restoration Restoration of ROU for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Supply & Installation of CS Conduit for OFC by Open Cut (CS Conduit OD-6 Inch, Wall Thickness-6.4 MM, Material -API 5L-GR. B/ IS3589, FE Gr.410)

CWC Pipe Installation CWC pipe installation across the nala and marshy land and complete the job as per the specification for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

HDD Crossing limits as indicated in the drawing/ Scope Document) in all types of soil/ rocky strata including all additional drilled lengths necessitated by Contractor's design and based on site conditions, carrying out geo-technical investigation, topographical and hydrological survey and collection of data to establish the bed of the water body; calculation of scour depth of water body crossings, including construction design calculation and engineering of the crossing, "Receiving and taking-over", handling, loading, transportation and unloading of Owner supplied externally corrosion coated/ bare line pipes from designated place(s) of issue/ dump site(s) to Contractor's own stock yard(s); mobilization and de- mobilization at site(s), supply of all materials as per "Scope of Supply" including 6" size, 6.4 mm, API 5L Gr. B/ IS 3589 Fe 410 CS conduit pipe for OFC in required length, all consumables, equipment, manpower, other resources, acquiring the required land for string preparations, and execution of, but not limited to, the following works in accordance with specifications, drawings; preparation of all necessary construction drawings for Owner's approval, Preparation of detailed construction method statement, calculations and installation procedures, Strings preparation including welding, NDT of welds and re-beveled areas, radiography, weld repair and re-test, pre-hydrotesting of completed string, corrosion coating of field joints with HDD sleeves, inspection of corrosion coating and repair of defects, installation of pipeline string by Horizontal directional drilling, Installation of CS conduit/optical fibre cable conduit below the bed of the water body by separate horizontal directional drilling to the correct profile as per approved drawings and specification, Pulling of optical fibre cable in inter-duct flexible HDPE tubing in the conduit mentioned above, Post-installation hydrotest including leaks and repair of defects and retesting, etc. for defects attributed to Contractor's faulty work, safe disposal of corrosion Inhibited water and bentonite, Supply, fabrication and construction of protective fencing as required, supply, fabrication and erection of pipeline markers, Restoration and clean-up etc., Preparation of as-built drawings and other records etc., All other works not specifically listed herein, but required as per drawings, scope of work, specifications, standards provision of contract document, calculations, and instruction of Engineer-in- Charge, leading to successful completion of works. Notes: 1. Length of HDD shall be measured as actual curvilinear length between tie-ins at entry and exit. 2. Payment shall be made on pro rata basis for any Increase/ decrease in HDD length.

River, Pond & Nala crossing by HDD method,( Pipe string section made ready. up to pre- hydrotesting and joint coat completed) for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Crossing works by HDD method for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating and 6 inch CS conduit pipe with HDPE duct

Road and Pond crossing by HDD method,(Geo-technical survey and profile drawing is approved) for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

HDD section - HDD completed, balance post gauging and post hydrotesting as per the job procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

HDD section - HDD completed, balance post hydrotesting as per the job procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating

Coating of LR Bends Coating of LR bend by heat shrinkage sleeve as per the procedure for 26", API 5L Gr. X-70 9.2/10.9/12.8/15.9 THK, 3 Layer PE Coating Note: Bend will be issued as FIM

Angle of Bend 15 to 30 ° Pipe OD 660 mm Angle of Bend 15 to 30 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 31 to 45 ° Pipe OD 660 mm Angle of Bend 31 to 45 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 46 to 60 ° Pipe OD 660 mm Angle of Bend 46 to 60 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 61 to 75 ° Pipe OD 660 mm Angle of Bend 61 to 75 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Angle of Bend 76 to 90 ° Pipe OD 660 mm Angle of Bend 76 to 90 ° Radius of Bend R=6D Pipe material API 5L Gr. X-70 PSL 2 Wall thickness of mother Pipe 15.9 mm

Transportation of Free Issue Materials "Receiving and taking over", handling, lifting, loading on truck, transportation and unloading of Company supplied fittings, flanges and valves, fabricated spools... etc. from any other storage yard (other than the designated storage yard/earlier contractor storage yard for the project) to worksite / contractor's storage yard/ any other storage yard or as decided by EIC. The above work also includes stacking the flanges, fittings and valves etc. properly. Above work shall be carried out as per standard drawing, specification, instruction of Owner and other provision of contract document.

Retrenching: Including dewatering, backfilling of the existing partial trench and trenching up to required depth and size

ROU OPENING AND MANAGEMENT FOR MAINLINE WORKS ROU management of entire pipeline route covered under this part, during preconstruction survey, opening of ROU and maintenance of ROU up to completion of entire Mainline works (including CP and Telecom works) & Tie-in; all types of liaisoning/ coordination with local people/villagers, farmers, land owners or any other person/institutions etc. directly or indirectly linked with the pipeline/affected by the pipeline laying activities for ensuring hindrance-free construction works at sites; obtaining NOC from respective land owner(s), farmers etc., as per requirement. Notes: 1. Statutory fees/ Payments as per govt. guidelines to farmers etc. against ROU opening shall be paid by the owner. 2. Payment against ROU OPENING AND MANAGEMENT FOR MAINLINE WORKS shall be made as below:- a) 40% after completion of welding b) 50% after completion of lowering & back-filling c) 10% after obtaining NOC (after restoration) from respective land owners / farmers and statutory authorities as required.

Applicable Rate of GST (CGST & SGST / UTGST or IGST)