PIPELINE LAYING AND ASSOCIATED STATION WORKS FOR PHASE-2 (SALEM TO COIMBATORE PIPELINE SECTION OF KRISHNAGIRI-COIMBATORE PIPELINE) OF KKBMPL-II PROJECT

Amount

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 B411-000-06-41-EGP-0003: 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 at 5 to 10 Km interval 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 at 5 to 10 Km interval 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 min of 2 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.

Corrosion Monitoring System

ER Probes for CMS: Design, Engineering, Inspection & Supply of High pressure, retrievable type, flush-mounted ER probes (working & Spares) along with adaptor & cable (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Access Fitting for ER Probes: Design, Engineering, Inspection & Supply of Access fitting assembly for ER Probes with essential accessories (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Transmitters for ER Probes: Design, Engineering, Inspection & Supply of Transmitters along with all accessories (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Installation & Commissioning of ER Probe System: Installation & Commissioning (including supply of commissioning spares, Accessories, tools & Tackles) of ER probes, access fitting assemblies, Transmitters and interface with DCS/SCADA including welding with the pipeline, performance testing & evaluation (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Flush Disc Coupons for CMS: Design, Engineering, Inspection & Supply of Flush Disc Coupons (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Coupon Holder for Corrosion Coupons: Design, Engineering, Inspection & Supply of Retrievable type coupon holder for Corrosion Coupons with essential accessories (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Access fitting for Corrosion Coupons: Design, Engineering, Inspection & Supply of Access fitting assembly for Flush Disc Corrosion Coupons with essential accessories (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Installation & Commissioning of Corrosion Coupons: Installation & Commissioning of Corrosion Coupons with coupon holder and access fitting assembly including welding with the pipeline, inspection, performance testing & evaluation (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Retriever Kit for CMS: Design, Engineering, Inspection & Supply of Retriever kit complete with repair and seal kit with all accessories (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Service Valve Kit for CMS: Design, Engineering, Inspection & Supply of Service valve kit complete with repair and seal kit with all accessories (such as blanking plug, extension lever, brass hammer, spare face-to access fitting O-ring, heavy duty field service box etc) (all the requirements shall be as per EIL Spec B411-000-06-41-CMS-0003 ).

Construction of concrete pits for CMS: Construction of concrete pits shall be provided wherever required (CMS in 6 O'clock position) with removable closure with minimum gap of 1.5 meters below 6 O'clock position of pipeline for retrieval of ER probes and corrosion coupons.

Cable: Supply of Cable from ER Probe to transmitter and to control room to interface with DCS/SCADA.

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: B411-000-06-45-CSW-02.

PERMANENT 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: B411-000-06-45-CSW-02.

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.

Weight of the unit above 20 kg. but upto 100 kg.

Supply of Industrial, weather proof type Push Button stations as per EIL specification No. 6-51-0014, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

With stop (latching type) push button.

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 A/II B) 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.1060.20.10

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.

240 V, 15 A, 3 pin socket.

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

Supply, installation, cable termination, connection, testing and commissioning of following types of FLP and WP junction boxes, as per EIL specification No. 6-51-0061, including all labours and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

FLP(II A/II B) and WP 3 way JB complete with 3 Nos. FLP cable glands and 1 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable.

FLP(II A/II B) and WP 4 way JB complete with 4 Nos. FLP cable glands and 2 Nos. blocking plug suitable for cables upto 3 x 2.5 sq. mm YWY / XWY cable.

CANOPIES

Supply, fabrication and installation of GI canopies for outdoor electrical miscellaneous equipments such as lighting/power panels and distribution junction boxes, local panels , PB stations etc. to render them weather proof including supply of necessary hardware for fixing and clamping with the equipment, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Manual call points/field call stations.

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.

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.

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

Anti-climbing device of barbed wire of 12 SWG three ply galvanised, around poles.

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.

Rubber hand gloves (11 kV grade).

Enamelled caution boards.

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 6 sq. mm

4 C x 16 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 2.5 sq. mm

4 Pair x 2.5 sq. mm

6 Pair x 2.5 sq. mm

12 Pair x 2.5 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.

2 C x 25 sq. mm

2 C x 50 sq. mm

3.5 C x 50 sq. mm

3.5 C x 70 sq. mm

3.5 C x 185 sq. mm

3.5 C x 240 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.

Cables with OD above 60 mm but upto 80 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.

Cables with OD above 60 mm but upto 80 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

STRAIGHT THROUGH JOINTS

Supply and Making of heat shrinkable type straight through joints for 1100 volt grade power cables as per EIL standard specification No. 6-51-0051, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound 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.

Cables with OD above 60 mm but upto 80 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 - TRAYS

Supply and installation of prefabricated hot dip galvanised steel cable trays, fabricated out of hot rolled sheet steel with rigid welded construction ladder type with a rung as per std. 7-51-0333, of approved make and cable tray fittings, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

300 mm wide Straight run cable tray.

Horizontal bends for 300 mm wide tray with 1000 mm bending radius.

Vertical outside bends for 300 mm wide tray with 1000 mm bending radius

Vertical inside bends for 300 mm wide tray with 1000 mm bending radius

Supply and installation of following galvanised slotted channel trays of 2 mm thickness and 50 mm high for supporting cables, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

100 mm wide.

150 mm wide.

60 mm wide.

Supply, fabrication and installation of 0.91 mm (20 gauge) GI sheet covers for cable trays, including necessary hardwares, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

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.

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 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.

Cables with OD above 60 mm but upto 80 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.

Cables with OD above 60 mm but upto 80 mm.

Supply and fixing of FLP(IIA/IIB) blocking plugs for blocking unused cable entries with following diameter in outdoor electrical equipment including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Cables with OD up to 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

Supply of crimping type long barrel aluminium 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

Supply of crimping type long barrel Bimetallic lugs with Al barrel & tinned Cu palm 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

Supply and installation of GI reducers/enlargers of following sizes 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 PG 13.5(DIN) - E.T. Thread 3/4" ET

Eqpt. Thread PG 16 (DIN) -E.T. Thread 3/4" ET

Eqpt. Thread PG 21 (DIN) -E.T. Thread 1"ET

Eqpt. Thread 1" ET (IS) -E.T. Thread 3/4" 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

FLOOD LIGHT MASTS

Design, supply, installation, testing and commissioning of high mast lighting system as per EIL specification No. 6-51-0039, data sheet, 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 and all other sundry materials, special cables etc. as required for each high masts, including fixing and connection of fixtures, cables, earthing, lightning rods and all mounting accessories and hardware as required, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

20M high flood light mast for Safe Area, including supply of WP glands, lugs, 12Nos LED fixture of 250 Watt.

LIGHTING POLES

Supply and installation of Lighting Poles for floor mounting as per std. 7-51-0201, 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, (excluding supply and installation of control gear box/junction box), but including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Lighting poles for hazardous areas.

Supply and installation of Poles for post top lantern as per std. 7-51-0210 with marshalling box, necessary wires/cable running from marshalling box to the lighting fixtures, 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 supply of cement, steel, GI pipes, base plates, paint and all sundry materials as required, painting, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Post top lantern.

Supply and installation of street lighting poles (single bracket/double bracket) including built in marshalling box 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. 7-51-0234 sht. 1 of 2 (Single bracket)

Poles as per std. 7-51-0234 sht. 1 of 2 (Double bracket)

Poles as per std. 7-51-0235 sht. 1 of 2

Poles as per std. 7-51-0235 sht. 2 of 2

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.

LED FLP IIC - 3

FLP-LED-9 IIA/IIB

FLP LED-4 IIA/IIB

Supply and installation of Type-`A' clamps(for bracket mounted lighting fixtures) including bolt (MOC SS304) for fixing the fixture to the clamp as per EIL std.no.7-51-0221, including supply and fixing of anchor fasteners, nuts and bolts, washers etc. as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Supply and installation of adapters for Platform and ground pole mounted lighting fixtures as per EIL std.no.7-51-0221, approved drawings, specifications of this tender and directions of Engineer-in-Charge.

SAFE AREA LIGHTING FIXTURES

Supply, installation, testing and commissioning of following 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 PT 1 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 5 Fixtures.

Type LED 6 Fixtures.

Type LED 8 Fixtures.

Type LED IND-1 Fixtures.

Type LED IND-3 Fixtures.

Type LED IND-4 Fixtures.

Type LED RSD-10 Fixtures.

Type LED SFD-12 Fixtures.

Type LED ST-10 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.

300 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.

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, 410 mm sweep wall mounting type, single phase, 3 blade fan with oscillation facility and built in speed regulator including fixing, wiring with BEE (Bureau of Energy Efficiency)rating of minimum 3 star including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

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, 5 pin plate type flush/ surface mounting sockets/receptacles.

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

20 A, 3 pin surface mounted industrial type switch socket with plug and sheet steel painted box.

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.

5A, 240V, piano type Weather proof switch

5 A, piano type flush/surface mounted switches.

15 A, piano type flush/surface mounted switches.

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

32A, DP MCB unit in moulded case enclosure for window / split type air conditioner.

JUNCTION BOXES (OUTDOOR / INDOOR TYPE)

Supply and installation of dust and vermin proof G.I. sheet steel (1.6 mm thick) junction box suitable for indoor installation, complete with 15A, 20 terminals, supply and fixing of cable glands for incoming cable and knock outs for conduit entry for outgoing circuits, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Junction box.

LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS

Supply, installation, connection, testing and commissioning of flame proof weather proof lighting/power panels (for gas group IIA/IIB) as per EIL std. spec. 6-51-0008, 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 ELCB and 6 Nos. outgoing double pole MCBs (upto 20 A).

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 ELCB and 6 Nos. outgoing single pole MCBs (upto 20 A).

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

WIRING

Circuit wiring in non-hazardous areas using (size given below), copper conductor, PVC insulated, FRLS outer sleeve cables (third core for earthing), from lighting/power panel/distribution junction box, excluding the supply of cable, junction boxes and cable glands but 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

Circuit wiring in hazardous areas using (sizes given below) copper conductor, PVC insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, 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

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

7 Nos x 2.5 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 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.

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.

2.5 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.

Circuit wiring in hazardous areas using (sizes given below) copper conductor, XLPE insulated, FRLS outer sleeve armoured cables (third core for earthing) from lighting/power panel/distribution junction box onwards, excluding the supply of cables, junction boxes and cable glands but including fixing of cable glands, supply and fixing of clamps, cable terminations and connections, 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

SOLAR LIGHTING SYSTEM

Design, supply, installation, testing and commissioning of standalone solar photovoltaic street lighting system (SLS) complete with pole with built in marshalling box and necessary wire/ cable running from marshalling box to the lighting fixture and battery bank, White LED fixture, PV Module, Battery, including fixing and connection of fixtures, cable termination and connection, fixing of cable glands and lugs and all mounting accessories and hardware as required, including all civil works, excavation, pre-cast foundation, disposal of surplus earth, etc. and including supply of cement, steel, GI pipes and, base plates, paint all other sundry materials, special cables etc. as required for each SLS system, including painting, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Standalone Solar Photovoltaic Street Lighting System (SLS) comprising of 40 W LED light, 150 Wp PV Module, 12 V battery of 200 Ah capacity Lead-Acid type with 7 meter high pole with single bracket as per Sheet 1 of 2 of 7-51-0234 and complete with PV module and Battery Box mounting arrangement, Battery box of 18 SWG Sheet Steel, Charge control unit with all protection feature including lightning protection and charge indication, all other control electronics, inter-connecting wires/cables, etc. All items shall be MNRE approved

Design, supply, installation, testing and commissioning of hybrid solar photovoltaic street lighting system (SLS) with provision of external power supply from owner's substation complete with pole with built in marshalling box and necessary wire/ cable running from marshalling box to the lighting fixture and battery bank, White LED fixture, PV Module, Battery, including fixing and connection of fixtures, cable termination and connection, fixing of cable glands and lugs and all mounting accessories and hardware as required, including all civil works, excavation, pre-cast foundation, disposal of surplus earth, etc. and including supply of cement, steel, GI pipes and, base plates, paint all other sundry materials, special cables etc. as required for each SLS system, including painting, all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Hybrid Solar Photovoltaic Street Lighting System (SLS) comprising of 40 W LED light, 150 Wp PV Module, 12 V battery of 200 Ah capacity Lead-Acid type and external supply of 240 V with 7 meter high pole with single bracket as per Sheet 1 of 2 of 7-51-0234 and complete with PV module and Battery Box mounting arrangement, Battery box of 18 SWG Sheet Steel, Charge control unit(s) with changeover facility having provision to receive following external alternate supply from Owner with all protection feature including lightning protection and charge indication, all other control electronics, interconnecting wires/cables, etc. All items shall be MNRE approved.

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.

Supply and installation of 25 sq. mm (168/0.01772") copper flexibles of following length with copper lugs crimped on both sides for earthing of pipeline vessels, equipments (non electrical) as per std. 7- 51-0112, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

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.

Cu Earth Plate

GI 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

Termination & connection of leads of 1100 V grade, multi stranded Copper Conductor, XLPE/PVC insulated and unarmoured, cables of following sizes for earthing of equipment, including supply of lugs, supply and fixing of GI saddles and saddle bars, cutting and stripping of cable insulation, crimping the lug on to the conductor, clamping of the cable, including all labour and materials as per approved drawings, 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 Flush mounting type with an additional cable pull box at bottom for easy termination of cable suitable for 1 nos 5 Pair incoming cable(s) and 5 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.

2 Nos. twin flat wires.

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.

Providing and laying plain cement concrete for all depths below and up to a plinth level in foundations including tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed, including supply of all materials and all complete for concrete of M-15 grade with 20 mm and down size graded crushed stone aggregates, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Plain cement concrete.

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.

ACSR CONDUCTORS

Supply, installation , tensioning, and connection of ACSR conductor of sizes as given below 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 but excluding the supply of insulators, isolators, load break switch, dropout fuses, lightning arrestor, including all labour and materials, as per the routing of layout drawings, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Conductor type (11kV ACSR)

Conductor type - Dog

LAN SYSTEMS

Supply, installation, termination, testing and commissioning of flush mounted CAT-6 UTP JACK (Information Outlets) including supply of all connected materials(i.e Face plates, Surface mount box, patch cord at I/O end), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge.

Circuit wiring with following cables for LAN in already laid surface/concealed conduit from Etherswitch rack onwards to Cat-6 UTP Jack (Information outlet) including the supply of cables, termination and connection at both ends (i.e at jack panel end & at the I/O end), including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-charge.

1 no. CAT-6 UTP cable

PAINTING & MARKING

Letter painting and marking of all buses of switchboards, all incomers, bus couplers, outgoings with details of Tag No, feeder rating in KW/Amp, sending end source, in the front of the panels and bus bar, panel nos.etc. on the rear side of the panels for all switchboards, all other substation equipment viz.transformers, capacitors, neutral grounding resistors, VFD panels, other panels, etc for equipment housed in electrical substations including supply of all material such as stickers, enamel paints, stencil, etc including supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge.

Each alphabet/character upto 2 inch in height/length

Each alphabet/character above 2 inch and Upto 4 inch in height/length

Each alphabet/character above 4 inch and Upto 8 inch in height/length

Letter painting of tag nos., applicable circuit nos. for identification with red/black/white paint for all outdoor equipment in safe and hazardous areas viz. light fittings, control gear boxes, lighting/power panels, welding receptacles, convenience receptacles, local control stations, fire alarm manual call points, fire alarm detectors, motors, field call stations, loud speakers, etc. including supply of enamel paint, all hardware as required, supply of all labour, materials as per the specification of this tender and directions of Engineer-in-Charge.

Each alphabet/character upto 2 inch in height/length

Each alphabet/character above 4 inch and Upto 8 inch in height/length

MISCELLANEOUS

Miscellaneous

LED FLP-IIC-2 xT8 (2x 20W) : Supply, installation, testing and commissioning of following lighting fixtures and connecting to wiring junction box/marshalling box complete with 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 and connection of COPPER earth pate of 600mmx600mmx3mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7meter long, with charcoal/cock and salt as required.

Connecting individual equipment to the earth plate with 1Cx10 sq.mm. 1100V grade PVC insulated (green colour), cu conductor earthing cable including the supply of earthing cable, cu tinned lugs & necessary hardware for connection including all labour & material, as per approved drawings, specification of this tender & directions of Engineer-in-Charge.

S/I/T/C OF FA SYSTEM - SV-10KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION as per EIL Spec. 6-51-0076 having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB, 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-10KC

S/I/T/C OF FA SYSTEM - SV-11KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB, 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-11KC

S/I/T/C OF FA SYSTEM - SV-12KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB, 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-12KC

S/I/T/C OF FA SYSTEM - SV-13KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB , 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-13KC

S/I/T/C OF FA SYSTEM - SV-14KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB , 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-14KC

S/I/T/C OF FA SYSTEM - SV-15KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB , 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-15KC

S/I/T/C OF FA SYSTEM - SV-16KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB, 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-16KC

S/I/T/C OF FA SYSTEM - SV-17KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for SV STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB , 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - SV-17KC

S/I/T/C OF FA SYSTEM - IP-02KC STATION Design, detailed engineering, preparation of documents and drawings, manufacture, procurement of materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, packing, supply , Installation , testing, pre-commissioning, commissioning and handing over to client of following microprocessor based Fire Alarm system for IP STATION (on LSTK basis) having Main Fire alarm panel (2 loop), Repeater panel, addressable detectors, Manual call points, Heat sensing cables, Hooter, HAB, sirens, exit sign, relay and control module, FAJB, 2Px1.5sqmm twisted pair FA cables (as per EIL Spec. 6-51-0052) etc. as required as per enclosed Scope of Work document (B411-000-16-50-SOW-9560), EIL standard specifications, job specification, data sheet (B297-000-16-50-9522) etc. and other code and standards attached /referred including supply of all commissioning spares, mandatory spares, special tools and tackles and erection material. LOCATION - IP-02KC

Supply of 1100 V grade, Copper Conductor, XLPE insulated and unarmoured, 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. 3CX2.5sq.mm

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- 51-0405/7-51-0406), 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 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. Note:- Approximate length of 11kV line shall be upto 1 km, however actual payment shall be made based on actual length of line laid. Fault level 25kA for 1 sec (approx.) Pipeline Laying contractor shall also include the following cost under OHL works: a. Supervision charges by Local State Electricity Board / Authority for above mentioned 11kV OHL Works / Transformer Installation and Tariff metering b. Security Deposit for Connection charges, etc. as per Local State Electricity Board / Authority regulation

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 / 7-51-0405/7-51-0406), 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 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. Note:- Approximate length of 11kV line shall be upto 5 km, however actual payment shall be made based on actual length of line laid. Fault level 25kA for 1 sec (approx.) Pipeline Laying contractor shall also include the following cost under OHL works: a. Supervision charges by Local State Electricity Board / Authority for above mentioned 11kV OHL Works / Transformer Installation and Tariff metering b. Security Deposit for Connection charges, etc. as per Local State Electricity Board / Authority regulation

240V SPN DB for exhaust fan: Supply, installation, connection, testing and commissioning of safe area 240V power DB, wall mounting type, dust- tight (with hinged cover) sheet steel enclosure having 32 A, SPN DP MCB incomer and 8 Nos. outgoing single pole MCBs (upto 20 A) 9 kA type for outgoing circuit control with complete wiring, including cable termination, supply, connection and fixing of single compression Ni plated brass cable glands and copper crimping type lugs, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge.

240V SPN DB: Supply, installation, connection, testing and commissioning of safe area 240V power DB for AC, wall mounting type, dust- tight (with hinged cover) sheet steel enclosure having 63 A, SPN DP MCB incomer and 4 Nos. outgoing single pole MCBs (upto 32 A) 9 kA type for outgoing circuit control with complete wiring, including cable termination, supply, connection and fixing of single compression Ni plated brass cable glands and copper crimping type lugs, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge.

240V SPN DB for critical ltg: Supply, installation, connection, testing and commissioning of safe area 240V, 10A ( min), 25KA for 1 sec. type power DB, having CU bus bar, wall mounting type, dust- tight (with hinged cover) sheet steel enclosure having 25 A, SPN DP MCB incomer with ELCB and 12 Nos. outgoing single pole MCBs (upto 20 A) for outgoing circuit control with complete wiring, including cable termination, supply, connection and fixing of single compression Ni plated brass cable glands and copper crimping type lugs, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge. [Note: Necessary interlocks with FA System shall be considered in Critical Lighting Panel.]

Supply, installation, connection, termination, testing & commissioning of 2Px1.5 sq.mm. twisted pair, individual as well as overall screened/ shielded armored, cable as per EIL specification 6-51-0052, specifications of this tender & 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.

240V SPN DB for normal ltg: Supply, installation, connection, testing and commissioning of safe area 240V, 10A ( min), 25KA for 1 sec. type power DB, having CU bus bar, wall mounting type, dust- tight (with hinged cover) sheet steel enclosure having 25 A, SPN DP MCB incomer with ELCB and 12 Nos. outgoing single pole MCBs (upto 20 A) for outgoing circuit control with complete wiring, including cable termination, supply, connection and fixing of single compression Ni plated brass cable glands and copper crimping type lugs, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in- Charge.

Door Switch for Telecom/SCADA room, Electrical Room, Battery Room door with Provision of remote status indication (i.e. door OPEN or CLOSED)

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- 51-0405/7-51-0406), 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 100 kVA (min) rating , ,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. Note:- Approximate length of 11kV line shall be upto 1 km, however actual payment shall be made based on actual length of line laid. Fault level 25kA for 1 sec (approx.) Pipeline Laying contractor shall also include the following cost under OHL works: a. Supervision charges by Local State Electricity Board / Authority for above mentioned 11kV OHL Works / Transformer Installation and Tariff metering b. Security Deposit for Connection charges, etc. as per Local State Electricity Board / Authority regulation

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 / 7-51-0405/7-51-0406), 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 100 kVA (min) rating , ,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. Note:- Approximate length of 11kV line shall be upto 5 km, however actual payment shall be made based on actual length of line laid. Fault level 25kA for 1 sec (approx.) Pipeline Laying contractor shall also include the following cost under OHL works: a. Supervision charges by Local State Electricity Board / Authority for above mentioned 11kV OHL Works / Transformer Installation and Tariff metering b. Security Deposit for Connection charges, etc. as per Local State Electricity Board / Authority regulation

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 (7-51-0405/7-51-0406), overhead line support/bends etc, including the supply and installation of insulators and AAAC conductor (35/50sqmm), 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, 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.

ADDITION / DELETION RATE

Fully equipped outgoing feeder module with 63A , 35kA current limiting type MCCB (with thermal, magnetic and earth fault release) as per SLD ( Dwg no. B411-000-16-50-00003) and component datasheet (Doc. No. B411-000-16-50-DS-9540 ).

Supply of fully equipped outgoing feeder module with 40A , 35kA (current limiting type MCCB with thermal, magnetic and earth fault release) as per SLD ( Dwg no. B411-000-16-50-00003) and component datasheet (Doc. No. B411-000-16-50-DS-9540 ).

Supply of fully equipped outgoing feeder module with 40A , 35kA (current limiting type MCCB with thermal, magnetic and earth fault release) + contactor + ELCB and astronomical timer (for high Mast feeder) as per SLD ( Dwg no. B411-000-16-50-00003) and component datasheet (Doc. No. B411-000-16-50-DS-9540 ).

Supply of fully equipped TPN (415V) outgoing feeder module with 100A , 35kA (current limiting type MCCB with thermal, magnetic and earth fault release) as per SLD ( Dwg no. B411-000-16-50-00003) and component datasheet (Doc. No. B411-000-16-50-DS-9540 ).

Supply of fully equipped SPN (240V) outgoing feeder module upto 32A , 10kA MCB + contactor and astronomical timer (for Lighting feeder) as per SLD ( Dwg no. B411-000-16-50-00003) and component datasheet (Doc. No. B411-000-16-50-DS-9540 ).

Supply of fully equipped SPN (240V) outgoing feeder module upto 32A , 10kA MCB + contactor and cyclic timer (for split AC feeder) as per SLD ( Dwg no. B411-000-16-50-00003) and component datasheet (Doc. No. B411-000-16-50-DS-9540 ).

Supply of fully equipped SPN (240V) outgoing feeder module upto 32A , 10kA MCB as per SLD ( Dwg no. B411-000-16-50-00003) and component datasheet (Doc. No. B411-000-16-50-DS-9540 ).

Vertical empty panel with Busbar (160A, 25kA for 1 sec) for 415V / 240V PDB

Current limiting type 415V, 63A, 35kA for 1 sec TPN MCCB (with thermal, Magnetic & earth fault release )

Current limiting type 415V, 40A, 35kA for 1 sec TPN MCCB (with thermal, Magnetic & earth fault release )

240V, 32A, 10kA for 1 sec SPN MCB

240V, 40A, 10kA for 1 sec SPN MCB

Digital Multifunction Meter (MFM) with RJ-45 port for serial interface

ELCB (with 30mA sensitivity)

Supply of fully equipped 48V DC outgoing feeder module of 20A DC MCCB and DC shunt with ammeter as per SLD ( Dwg no. B411-000-16-50-00003) .

Supply of fully equipped 24V DC outgoing feeder module of 16A DC MCCB and DC shunt with ammeter as per SLD ( Dwg no. B411-000-16-50-00003) .

Supply of fully equipped 24V DC outgoing feeder module of 6A DC MCCB and DC shunt with ammeter as per SLD ( Dwg no. B411-000-16-50-00003) .

Vertical empty panel with Busbar (63A, 25kA for 1 sec) for 48V DCDB

Vertical empty panel with Busbar (63A, 25kA for 1 sec) for 24V DCDB

20A, 48V DC MCCB

16A, 24V DC MCCB

6A, 48V DC MCCB

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 7-52-0434/1121

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 7-52-1153

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 and RTD with flanged well

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.

Installation of panels / cabinet / consoles

Installation of panels / cabinet / consoles inside control room / Satellite rack room with or without instruments of following sizes but exclusive of pneumatic/ electrical connections, supply of panels / cabinet / consoles and installation of base frame and painting of the same.

Size < 2200x1000x800 mm > 1000x800x600mm

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.

Pressure gauges

Pressure transmitters

Temperature Transmitters

LEL Detectors

Pig Signaller (Ultrasonic type)

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

Gas Detectors

Pig Signaller (Ultrasonic type)

SUPPLY ITEMS

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

Pressure Relief Valves

Floor Mounted type Telemetry Interface Cabinet (TIC) Size 2200x800x800 mm along with IS barriers, relays, termination hardware, duly wired

Pressure Gauges

Temperature Elements - RTD with thermowell

Temperature Element (Skin Type RTD)

Pressure Transmitter

LEL Gas Detector

Signal Cable as per Standard Specification 6-52-0046 size, 1P X 1.5 mm2, IS, FRLS

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

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

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 IIA/IIB) type,Ni plated Brass material with PVC shroud, 1 1/2" NPTM

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

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) type,Ni plated Brass material with PVC shroud, 1/2" NPTM

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIA/IIB) 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, 3/4 " ET with check nut

Weatherproof Cable gland,Ni plated Brass material with PVC shroud, 1/2 " ET with check nut

Multi Cable Transit frame complete with insert blocks, stay plates, end packings 2 x 2

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 300 mm (W) x 300 mm (D)

EARTHING

Supply, laying and termination of both ends of earthing cables from earth grid pit to the DCS/ Local panels/ Barrier earth bus bars in trays/ conduits/ trenches as required.

At both ends of earth grid/ Instruments of GI wire (12 AWG) in trays and conduits as required excluding earth-pit preparation and electrode installation.

STRUCTURAL

Supply and Erection of prefabricated Galvanised Iron perforated trays and its supports including tees, bends and elbows as per drawing.

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

GENERAL SITE WORK

Supply of Prefabricated FRP canopies along with mounting accessories for local instruments, Transmitters, Junction Box, local panel /cabinet etc. for mounting on the stanchion and alignment.

Canopy for local instruments,transmitters

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 colour of paint/ paints (Fluorescent), painting of tag number (approx 25-50 mm high) on instrument item like transmitter, switches, level gauges, control valves 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.

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 (18 numbers of ITU-T G.652 fibres & 6 numbers of ITU-T G.655 fibres) 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)

Supply & installation of OFC route marker (Metallic Marker) on the Optical Fibre Cable laying route inside the terminals as per specifications and direction of CLIENT/CONSULTANT.

Telecommunication System as per Tender document No. ‘B411-000-16-51-SP-2472’ and integration of proposed Telecom System with existing SDH based system/network (ECI Make) of Kochi-Koottanad-Bangalore-Mangalore Pipelines of GAIL and existing SDH based system/network of KCPL Phase-1 to maintain / provide Voice, SCADA, CCTV & IT data communication facilities required for pipeline operations. The proposed telecommunication system shall comprise of an Optical fibre based state of the art SDH STM-16/4 Telecom backbone system, IP-PBX system, CCTV system, Test Instruments and Leased Lines along with Installation materials all inclusive.

SCADA System (RTU System) as per Tender document No. 'B411-000-16-51-SP-1131' and integration of the supplied RTU with the existing centralized SCADA System of M/s GAIL (Make- Yokogawa, Model- Fastools) including upgradation of local FEP Servers, supply of licenses, Graphics generations, reports generation all inclusive

EQUIPMENT - PACKAGE

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 Manually operated JIB CRANE (suitable for Hazardous area installation), including supply of all commissioning spares, special tools and tackles (if any), grouting material, first fill of lubricants, erection material, transportation (i.e. from vendor's works to OWNER's designated storage site, storage site to work site), storage & handling at work site, assembly at site, erection, including minor civil/ structural works (like chipping of foundations, levelling, fixing, aligning, grouting etc.), installation, testing, painting, commissioning, performance test (*), handing over to GAIL/EIL as per enclosed Scope of Work (doc. no. B411-000-80-42-SOW-9560), datasheet (doc. no. B411-000-80-42-DS-9560), job specification (doc. no. B411-000-80-42-SP-9560) and other documents/drawings referred there in forming part of this tender. (* Contractor shall arrange/bring adequate certified test loads during testing at Jib crane location. To and Fro transportation of test loads with cage (including loading, handling, unloading etc.), including taking back of test load after successful performance test from worksite and supply of manpower shall be in scope of Contractor).

One (1) No. JIB CRANE WITH CHAIN PULLEY BLOCK FOR HAZARDOUS AREA APPLICATION of 4 MT Safe Working Load , Lift : 4.5m, Boom Length (Max/Min) : 5m/1.5m having 360 degree rotation for IPS-02. 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/GAIL.

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.

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

Cutting down trees including cutting of trunk and branches, digging and grubbing of roots upto a depth of 1 metre below ground level, filling the hollows produced by removal of roots with approved available earth for all leads and lifts, watering, ramming and compacting the filled earth to obtain 90% of maximum laboratory dry density, disposing the unserviceable materials beyond plant boundary at suitable location to be decided by the Contractor and stacking the serviceable materials within plant boundary etc. complete as per specifications and directions of Engineer-in-Charge. For following Tree girth (girth measured at a height of one metre from ground level).

Above 30 cms and upto and including 60 cms

Above 60 cms and upto and including 120 cms

Above 120 cms and upto and including 180 cms

Above 180 cms and upto and including 240cms

Above 240 cms and upto and including 300 cms

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.

Earthwork in excavation for general site grading, roads, embankments etc. for all heights and depths in soft rock and weathered rock including clearing and stripping of the area 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 metre from ground level) including uprooting of vegetation, roots, etc. taking spot levels, excavating to required depth, leveling, dressing and consolidating the excavated surface, sorting out the excavated material into serviceable and unserviceable materials, breaking lumps, separating out the boulders of sizes 150mm and above from serviceable earth, stacking of boulders as directed, transporting and stacking serviceable materials/ boulders to demarcated areas anywhere inside plant boundary limit as per instructions of Engineer-in-charge and unserviceable material anywhere out side plant boundary limit (disposal areas to be arranged by contractor). All complete as per drawings, specifications and directions of the Engineer-in-Charge.

Earthwork in excavation and filling in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas and including filling in filling areas with serviceable material for general site grading and roads for all heights and depths to proper levels, slopes, grades and camber including clearing and stripping in filling areas as per specifications, compacting exposed natural soil to 90% of max. laboratory dry density as per IS:2720 Part-VII, cutting of trees of girth upto and inclusive of 30 cms, removal of vegetation, breaking clods, spreading in layers not exceeding 30 cms loose thickness, watering, ramming and compacting with power road rollers to give at least 90% of max. laboratory dry density, dressing, leveling, testing, etc. and disposal of unserviceable materials, as directed by Engineer-in-Charge including stacking and dumping and dressing the same in demarcated areas etc. complete as per specifications, drawings and directions of Engineer-in-Charge. (The leads for the above mentioned operations shall be within the boundary limit of the plant and measurement shall be taken in the cutting area only).

ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER)

Earthwork in filling for all heights and depths for any lead for road embankments, shoulders or any other place as directed to proper levels, slopes, grades and camber with available excavated soil deposited earlier (generated from trenching for laying pipeline) including consolidating the exposed natural soil to 95% of max. laboratory dry density as per IS:2720 Part-VIII, re- excavating the deposited soil excavated earlier, breaking clods, spreading in layers not exceeding 20 cm loose thickness, watering, ramming and compacting with power roller to give at least 95% of max. laboratory dry density as per IS:2720 Part-VIII including providing testing apparatus and testing the degree of consolidation, dressing and leveling, etc. all complete as per specifications and directions of Engineer-in-Charge.

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 ordinary portland cement 43 Grade, 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 std. No.7-65-0404 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 approved Polyurethene Sealant (Cold Poured) as per IRC-57 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)

Providing joints in pavements and around foundations as per std. no.7-65-404 including cleaning the joints of all loose materials and sealing with approved Polyurethene Sealant (Cold Poured) as per IRC-57 as required etc. complete as per drawings, specifications and directions of Engineer-in-Charge for.

Construction joints 20mm wide x 25mm deep.

Sealing joint around pedestal and column etc. 20mm wide x 150 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Polyurethene Sealant (Cold Poured) as per IRC-57.

Sealing joint around pedestal and column etc. 20mm wide x 100 mm deep including filling with 20mm thick impregnated fire board for the full depth of slab except for 25mm depth from top and sealing the top 25mm with approved Polyurethene Sealant (Cold Poured) as per IRC-57.

FLEXIBLE PAVEMENTS WEARING COURSE and miscellaneous road works

Providing and laying 40mm 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:- VG30

Providing and Laying of Dense bituminous macadam of the of 50mm 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

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).

Supplying and Providing removable type PVC Cap at the open end of pipe all complete etc. as per drawings, standards, specifications and directions of Engineer-in-charge for following nominal outside pipe dia. (mm)

Outer dia. of pipe 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 2 Inch Piping Material Class J2A

Dia 1.5 Inch Piping Material Class J2A

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.

Providing 20 mm 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

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 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

Supplying, laying and fixing GI water pipe and fittings as per piping material Specification class in trenches, floors, walls including embedding if necessary, jointing with white lead and yarn, with socket and screw including bends, elbows, tees, reducers, sockets, unions and other specials, supplying and fixing with hooks in wooden plugs or embedding in walls and floors, cutting pipes to required lengths, making connections, threading, cutting chases or holes in walls & making good the same, testing, disposal of unserviceable material within a lead of 500m as directed etc. all complete as per drawings, specifications and directions of Engineer-in-Charge. For the following Nominal Bore(NB) pipe :

Dia 1.5 Inch PMS J2A

Dia 2 Inch PMS J2A

Dia 0.75 Inch PMS J2A

Dia 0.5 Inch PMS J2A

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

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 50 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

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 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.).

Manufacturing, supplying, transporting and erecting in position Plain Cement Concrete Pre-cast elements such as kerb stones for road etc. of M30 grade with 20 mm and down size graded crushed stone aggregates for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface smooth and even surface as specified, transporting to site, erecting, leveling, aligning and fixing in position with cement mortar 1:3 (1 cement : 3 coarse sand), etc. all complete as per drawings, specifications and direction of Engineer-in- Charge. (All material including cement supplied by contractor).

For each unit upto and inclusive of 100 kg

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

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

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 in Kg 9

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 in Kg 2

Supply, fabrication and Erection of piping(underground)

Water System Galvanised Pressure Piping (Under Ground) (Screwed)

Nominal Dia 2 Inch Piping class J2A

Under Ground Sewer System - HDPE Pipe

Nominal Dia. 75 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

Dia. (Internal) 250 mm Pipe Class P1

Miscellaneous Items

Miscellaneous

Design, engineering, supply of all materials, fabrication, performance guaranteeing of total flooding CO2 fire extinguishing system for the TELECOM & SCADA room, Electrical Equipment room and Battery room of buildings mentioned below, including supply of CO2 Storage Cylinders (with 100% filled up standby cylinders), piping, valves, CO2 discharge nozzles, instruments, CO2 panels, piping supports, release system, directional valves, cables etc. System supplied and design calculations shall be approved by UL/FM/Vds/LPC. All equipment shall be approved by UL/FM/Vds/LPC and cylinder along with cylinder valve assemblies shall be seamless and PESO approved. The entire CO2 system shall be as per NFPA- 12 (latest) complete as per scope of work, specification and Arch./Strl. drawings. Handling, transportation from vendor's workshop to site, storage at site, assembly at site, installation, erection, testing, pre- commissioning, painting, commissioning, performance guarantee run, handing over to client and other field works including civil structural work and supply of commissioning spares as per the enclosed EIL standard specifications, instructions to vendors, and data sheets etc. Supply of mandatory spares as per enclosed list/ instructions to vendor as per scope of work and specification, drawings and documents as per attached vendor Data requirement for all supplies and services etc. complete. Total flooding CO2 fire extinguishing system for following buildings ( Building name - REPEATER BUILDING at SV station with CP )

Design, engineering, supply of all materials, fabrication, performance guaranteeing of total flooding CO2 fire extinguishing system for the TELECOM & SCADA room, Electrical Equipment room and Battery room of buildings mentioned below, including supply of CO2 Storage Cylinders (with 100% filled up standby cylinders), piping, valves, CO2 discharge nozzles, instruments, CO2 panels, piping supports, release system, directional valves, cables etc. System supplied and design calculations shall be approved by UL/FM/Vds/LPC. All equipment shall be approved by UL/FM/Vds/LPC and cylinder along with cylinder valve assemblies shall be seamless and PESO approved. The entire CO2 system shall be as per NFPA- 12 (latest) complete as per scope of work, specification and Arch./Strl. drawings. Handling, transportation from vendor's workshop to site, storage at site, assembly at site, installation, erection, testing, pre- commissioning, painting, commissioning, performance guarantee run, handing over to client and other field works including civil structural work and supply of commissioning spares as per the enclosed EIL standard specifications, instructions to vendors, and data sheets etc. Supply of mandatory spares as per enclosed list/ instructions to vendor as per scope of work and specification, drawings and documents as per attached vendor Data requirement for all supplies and services etc. complete. Total flooding CO2 fire extinguishing system for following buildings ( Building name - REPEATER BUILDING at SV station without CP)

Design, engineering, supply of all materials, fabrication, performance guaranteeing of total flooding CO2 fire extinguishing system for the TELECOM & SCADA room, Electrical Equipment room and Battery room of buildings mentioned below, including supply of CO2 Storage Cylinders (with 100% filled up standby cylinders), piping, valves, CO2 discharge nozzles, instruments, CO2 panels, piping supports, release system, directional valves, cables etc. System supplied and design calculations shall be approved by UL/FM/Vds/LPC. All equipment shall be approved by UL/FM/Vds/LPC and cylinder along with cylinder valve assemblies shall be seamless and PESO approved. The entire CO2 system shall be as per NFPA- 12 (latest) complete as per scope of work, specification and Arch./Strl. drawings. Handling, transportation from vendor's workshop to site, storage at site, assembly at site, installation, erection, testing, pre- commissioning, painting, commissioning, performance guarantee run, handing over to client and other field works including civil structural work and supply of commissioning spares as per the enclosed EIL standard specifications, instructions to vendors, and data sheets etc. Supply of mandatory spares as per enclosed list/ instructions to vendor as per scope of work and specification, drawings and documents as per attached vendor Data requirement for all supplies and services etc. complete. Total flooding CO2 fire extinguishing system for following buildings ( Building name - REPEATER BUILDING at IP station with CP)

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 .

Providing and laying cement concrete granolithic flooring in panels consisting of base course (under layer of 1:2:4 grade cement concrete, 6mm down size stone aggregates) laid over sub-base, wearing top- layer of cement mortar (1 cement: 3 coarse sand by volume) finished smooth by tamping, trowelling, and with a finishing 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 over the sub- base @ 2.75Kg of cement per Sq. M of area to receive the base course, compacting, tamping, trowelling, finishing, curing, providing, shuttering to the edges etc. all complete.

With average 25mm thick under-layer and 15mm thick top layer. 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 35mm 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.

Ceramic, matt/ glazed/ semi-glazed finished tiles of approved make & shade(s) in approved design/ pattern including cleaning the finished surface with oxalic acid, wax polishing etc. for size 300mm x 450mm x 8.5mm thick (minimum) tiles

Decorative, matt/ mirror finish homogeneous double charge Vitrified porcelain tiles of minimum size 600mm x 600mm x 10mm thick in approved quality, colour, make, design/ pattern

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.

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.

Providing and fixing minimum 12mm thick X 50mm wide teak wood Architrave (moulding) of approved design along frames etc. including lacquer polishing/ painting matching with adjoining wood work.

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

Providing & fixing Louvered portion of Aluminium windows/ ventilators made of heavy duty louvers of Aluminium sections (JINDAL or approved equivalent) with similar finishing of 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

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 12 mm thick pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type lI, with decorative lamination on both sides, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.

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.

Providing and fixing machine moulded aluminium covering of approved pattern & design, made out of machine cut Anodised aluminium sheet, 2.5mm thick (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers 2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete as per 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 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 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.

Extra for box type transoms & mullions

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.

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 distempering of approved quality and shade including cleaning and preparation of surfaces etc. all complete.

Oil bound distempering conforming to IS : 428 including preparation of surfaces (making good of uneven plaster with plaster of paris mixed with water, sand papering), providing a priming coat of alkali resistant/ distemper primer.

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

Providing and laying in position approved quality profiled, precoated, steel sheets (for roofing, cladding etc.) made from cold rolled high tensile Zincalume/ Galvalume Steel of 550 MPA yield stress conforming to IS:513, IS:15961 and ASTM AS: 1397; the substrate shall be hot dip metallic coating of aluminium- zinc alloy (150 grams per sq. mtr. Total on both sides, coating class AZ150); the bottom unexposed surface shall be provided with alkyd backer of minimum 5 microns over a 5 micron coat of primer; top exposed surface shall have SDP (Super Durable Polyester) paint system MINIMUM 20 microns in approved shade applied over 5 microns primer; overall coated thickness of sheets not less than 0.52 mm having base metal thickness of minimum 0.45mm (negative tolerance not acceptable), profile depth not less than 28mm and pitch of 195 to 255mm; including cutting, mitering, laps, providing cutouts for fixing accessories, necessary fastners (approved quality anti corrosive polyester polymer coated, rivets, nuts, bolts, self drilling screws/ fasteners with integral washers and EPDM seals, and nylon colour caps and natural cure type joint sealants etc.) All complete as per approved manufacturer's specifications. Note: The steel sheet shall have brand marking of coated steel manufacturer (product details, date, mfg name, etc) on back side at regular interval confirming genuinity of the material.

Providing and laying in position roofing and cladding accessories like ridge piece, corner piece, north light curve piece, apron piece, gutter, flashing etc. fabricated out of 0.5mm precoated Zincalume/ Galvalume Steel steel sheets of same material/ quality etc. as that of sheeting; bent and profiled to match with the roofing and cladding, including all cutting, fabrication, rivetting, fastners etc. all complete.

Polycarbonate sheets roofing/ cladding Providing and fixing in position (for roofing and cladding) machine made 2mm thick corrugated polycarbonate sheets (conforming to IS :14434, 14443) of approved manufacturer (in approved shade) extruded from polycarbonate resin, having profiles as approved/ matching exactly with the surrounding pre-coated roofing/ cladding sheets and having following properties: (a) Specific gravity 1.2 g/ cm3 (b) Hardness 119 M Scale (c) Tensile Strength 64 Mpa (d) Compressive strength 66Mpa (e) Impact Strength 900 J/m The item includes fixing to steel structure members (truss/ purlins)/ brick masonry walls by means of polymer coated 'J' or 'L' hooks, bolts, nuts 8mm dia G.I. bitumen washers etc. all complete as per approved manufacturer's recommendations and specifications.

Providing and fixing industrial grade wind driven turbine ventilator/ air-extractor having rotating turbine vents made of anodized aluminium (grade H24), with teflon bearings, teflon bush, teflon cap, translucent FRP base, stainless steel shaft having zero friction rotation etc. all complete as per manufacturer¿s specifications, including fixing on pitched metallic roof sheeting with required overlapping, providing supporting framework, anticorrosive polyester coated nuts, bolts, screws, sealing of all joints so that there shall not be any accumulation or leakage of water, making them waterproof etc. all complete.

approx. size 700 mm outer dia. with minimum 2500 CFM capacity

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 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 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 following make or approved 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

Tray type Aluminium plank false ceiling

Providing and fixing Tray type Aluminium plank false ceiling consisting of 254/305mm x 1264mm or 600mm x 600mm size Aluminium planks (profiled for positive engagement into clip-in profiles and demounting of individual planks) manufactured out of 0.7mm thk. Aluminium alloy 3105/3005/5052 (as per ASTM 209M) with stove enamelled (coil coated) finish in approved colour and suspension system consisting of 0.5mm thk. 40mm x 20mm galvanised steel clip-in main runner profiles (@ 1264mm or 600mm as per plank size) supported by and including 0.5mm thk. 25mm x 16mm GI suspension angle,1mm thk. 25mm x 34mm x 76mm CRCA zinc plated steel ceiling brackets (@ max. 1264mm c/c or 600mm as per profile) fixed to roof slab/beam,0.5mm thk. 40mm wide, 105mm high G.I. hold on clamps slotted for level adjustment, perimeter angles including providing slit openings for fixing supply/return air grill, lighting fixtures, AC ducts etc. all complete. .

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.

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.

Anti-Termite coating

Providing and applying Anti-Termite coating conforming to I.S. 401 coating to all woodwork (panel/frame) with approved quality aldrine- chlorinated phenol compound conforming to I.S. 401 to be applied in 3 or more coats (covering capacity-3 sq.m per coat) as required before finishing of the surface if any (viz.painting lamination 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.

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.

Fire rated Doors/ Windows and Partitions

Fire rated Single Steel door with panic bar Providing and fixing 2 hours fire rated, single shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt etc. including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

Fire rated Double Steel door with panic bar Providing and fixing 2 hours fire rated, double shutter steel doors consisting of steel door frame, shutter, vision panel, insulation and hardware such as hinges, panic bar, locks/ trims for panic bar, door closer, door stopper, concealed flush bolt including fixing with masonry, partition etc. all complete as per specification and approved Manufacturer's details.

CIVIL, STRUCTURE AND ARCHITECTURE

FLOORING

Providing and fixing 1st quality ceramic glazed floor 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

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.

Earthwork excavation in soft rock

Earth work in EXCAVATION below ground level for all kinds of works in SOFT 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 SOFT ROCK as classified in specification for a depth beyond 1.5m and upto & 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 SOFT 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 SOFT 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.

Earthwork excavation by controlled blasting (Explosive/ Non-explosive)

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN HARD ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth of 1.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling and cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN HARD ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond 1.5m and upto & inclusive of 3.0m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN HARD ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond 3.0m and upto & inclusive of 4.5m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork in EXCAVATION below ground level for all kinds of works by CONTROLLED BLASTING IN HARD ROCKS, using blasting mats, GI Sheets, steel plates, nylon nets etc. including counter weight loading of the area to be blasted by sand bags where required, removal of all sand bags and blast control mats, GI Sheets, nets etc. after blasting etc. for a depth beyond 4.5m and upto & inclusive of 6.0m including all related work for blasting such as drilling, supplying, storage & charging of explosives making necessary safety measures around the area, chiselling & cutting to required levels, dressing & trimming of sides, levelling & grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works & disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. as directed including providing temporary support to existing structures, service lines like water pipes, sewage pipes, electric overhead and underground cable etc. all complete.

Earthwork excavation by chiselling

Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth upto 1.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth beyond 1.5m and upto & inclusive of 3.0m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth beyond 3.0m and upto & inclusive of 4.5m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

Earth work in EXCAVATION below ground level for all kinds of works in HARD ROCKS for a depth beyond 4.5m and upto & inclusive of 6.0m by CHISELLING (pneumatic or manual), wedging or any other agreed methods (where blasting is prohibited for any reason or as decided) including all related works, all equipments required for chiselling, and cutting upto required levels, dressing and trimming of sides, levelling and grading of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal of spoils to spoil heaps and stacking of usable excavated materials within a lead of 100m etc. all complete as directed including providing temporary supports to existing service lines like waterpipes, sewage pipes, electric overhead and underground cables etc. all complete.

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

Earthwork Filling by excavation

EARTHWORK IN FILLING by excavating the earth from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness not exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.

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. "

Transportation of ROCK material

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 UPTO the area of disposal ANYWHERE OUTSIDE THE PLANT BOUNDARY including loading, unloading, laying at all depths and heights, stacking, spreading, levelling at an area of disposal as directed. For carting on the basis of Truck Measurements (volume of truck reduced by 50% 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 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 Fe500D 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.

Providing and fixing CENTERING AND SHUTTERING for CURVED SHUTTERING in foundations in all types of Structures such as Chimneys/ Shafts/ Silos/ tunnels/ bunkers/ hoppers/ liquid storage structures/ domes/ ring wall for tanks, 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.

Expansion joints - Non FIM Items

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

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.

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 150mm 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 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 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 GALVANISED GRATING (purchased from approved manufacturer by the Contractor) conforming to EIL Standard No. 7-68-0697 (in walkways, platforms, stair treads etc.) and EIL Standard No. 7-65-0206 (in catch basins, drains, 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 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).

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. "

"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 24mm 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. "

"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 24mm 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

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).

Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 25mm and upto & inclusive of 50mm 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).

Chipping of RCC WORK (taking all necessary safety precautions) by CHISELLING, beyond 50mm and upto & inclusive of 100mm 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).

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 OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. 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. (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 OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. 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. (Excavation & 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 OUTSIDE THE PLANT BOUNDARY, all complete as specified and directed. 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. (Excavation & backfilling shall be paid separately under relevant items).

Stonework - Non FIM Works

Demolishing STONE MASONRY WORK (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 STONE MASONRY WORK (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.

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).

SAFETY (REFER EIL SPECIFICATION)

Safety Structures - Non FIM Items

Covering of existing openings in buildings with 6 mm thick MS chequered plates by stitch welding (12 mm @ 500 mm centres) to the existing steel framework and in case existing MS framework is not available, by providing necessary anchor fastner (Mechanical) in concrete/ brick wall etc., including cutting, grinding edges, hoisting, fixing in position all complete as per the directions of Engineer-in-Charge. Rate is inclusive of supply of all materials and consumables.

Providing and fixing double scaffolding system of any height made with 40 mm dia MS tube 1.5 m centre to centre, horizontal & vertical tubes joining with MS tubes, MS tube challies, MS clamps and MS staircase system in the scaffolding for working platform/ staircase etc., and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc., wherever required for inspection of work at required locations with essential safety features for the workmen etc., all complete as per directions and approval of Engineer-in-charge. (Height shall be measured from Floor/ platform from where scaffolding is erected) including providing Aluminium ladders for safe acess of workers.

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)

PIPELINES

LAYING/ INSTALLATION OF STEEL PIPELINE IN RESTRICTED ROU (MANGROVE, ROAD, CITY, RESERVE FOREST, BUILT-IN)

Laying/ Installation of line pipe, associated fittings and accessories, etc. as per specifications, standards, drawings, other provisions of Contract and Instructions of Engineer-in-Charge, including but not limited to carrying out the following: "Receiving and taking-over", safe handling, loading, transportation and unloading of Owner supplied Free Issue Materials (as applicable) from designated place(s) of issue/ dump site(s) to Contractor's own stock-yard(s) including stringing the pipeline in available Right-of-Use (ROU) / Right of Way (ROW), Arrangement of all additional land required for Contractor's storage, fabrication, access for construction (other than Owner provided ROU/ available ROU as per scope of work); supply of all materials (except Owner supplied materials, as applicable), consumables, equipment, labour, etc; Staking and installation of construction markers, clearing, grubbing, grading (as required) of Right-of-Use (ROU) / Right of Way (ROW); Providing Warning Devices (Mat/ Tape), as required; Cutting Trees, if required; Counting the number and type of trees cut in presence of DFO/ concerned authorities and keeping record thereof; Trenching to all depths and to a width to accommodate the pipeline with/ without optical fiber cable/cable conduit as specified in Scope Document by excavation in all types of soil/ strata (including Normal Strata/ Hard Strata/ Hard Rock, as defined subsequently), including additional trenching for seismic and other areas as specified, blasting, chiseling or otherwise cutting etc.; Providing trench padding as required with sand/ graded earth approved by Engineer-in-Charge; Carrying out repairs of pipe and coating defects not attributable to Owner; Thorough internal cleaning of all pipes by suitable methods to remove debris, shots, grits etc.; Stringing of line pipes along ROU/ ROW including providing straw bags, soft padding/sand padding; Aligning, bending, cutting and beveling (as required) of pipes for welding and field adjustments, NDT of re-beveled area, welding, carrying out destructive & non- destructive testing of welds required as per approved NDT specifications (including radiography) and providing all requisite equipment, labour, supervision, materials, films, consumables etc.; carrying out repairs of weld joints as required, carrying out re- radiography and other non-destructive tests on repaired joints, etc.; Installation of carrier pipe including concrete coated pipes (wherever required) at all crossings including roads/ canals/ nala/ water crossings etc. (except at crossings those are specifically covered separately in this SOR) by open cut or Jacking/ boring method including pre-testing as required; Carrying out installation of carrier pipe in the casing pipe at cased crossings (excluding supply and installation of casing pipes, covered separately); Coating of all field weld joints, long radius bends, buried fittings etc.(as applicable); Lowering the pipelines in trench including providing sand bag separators for parallel pipelines at the specified spacing (when applicable), adhering to all safety norms implied by the ROU/ ROW authority (as applicable), providing required padding over and around the pipeline with sand/graded material approved by Engineer-In-Charge (in rocky areas), backfilling with available approved excavated material and/or other suitable soil approved by Engineer-In-Charge; Supply and installation of slope breaker as per specifications and drawings in steep slope areas, wherever required; Carrying out hydrostatic testing including air cleaning, flushing, filling, gauging, pressurization of complete pipeline in various test sections as approved by Engineer-In-Charge to the specified test pressure, providing all equipment, pumps, fittings, instruments, dead weight tester, all types of pigs etc., and services, supervision, labour, consumables, arranging adequate quantity of water of suitable quality required for hydrostatic testing including supply of corrosion inhibitor, air, etc. as required, locating of leaks and rectification of defects attributable to Contractor, re-testing after rectification, successful completion of hydro-testing of pipeline (Controlled De-watering etc. covered elsewhere in the SOR); including all tie-in(s) with the pipeline/ piping installed by others including cutting of test header, re- beveling as required; Carrying out all temporary, ancillary, auxiliary works and all incidental works required to make the pipeline ready for pre-commissioning; Repair of defects recorded during EGP/gauge plate run or otherwise including cutting, beveling, welding, NDT (including Radiography/ X-Ray check shots, as applicable), field joint coating etc. as applicable; Final clean-up and restoration of right of use/ right of way including obtaining work permits/ NOC from respective statutory authorities as required and disposal of debris and returning all surplus material to designated disposal areas/Company storage yard, as directed by Engineer-In-Charge; Restoration of land, facilities and boundary wall etc. at associated facilities dismantled/damaged by the Contractor during construction; Obtaining work permits/ NOC from various statutory authorities having jurisdiction and complying with all stipulation/conditions/recommendation of the said authorities; Preparation of as-built drawings, pipe-book and other records. SOR shall be read in conjunction with drawings, scope of work, specifications, standards and other provisions of contract document. All above works for buried pipeline as per following details:

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) OFC Conduit to be installed Yes (PL SOR includes trenching works only. OFC works as per Other Department SOR) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of External Coating 3LPE Type of Internal Coating Epoxy Type of Soil/ Strata Hard Rock Type of Restricted ROU Road/City Available Width of RoU 2 - 5 m (max) Wall thickness 10.8 mm / 10.3 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) OFC Conduit to be installed Yes (PL SOR includes trenching works only. OFC works as per Other Department SOR) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of External Coating 3LPE Type of Internal Coating Epoxy Type of Soil/ Strata Hard Strata (Soft Rock/ Murrum / Laterite / Weathered Rock / Gravels / Pebbles/ Cobbles etc.) Type of Restricted ROU Road/City Available Width of RoU 2- 5 m (max) Wall thickness 10.8 mm / 10.3 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) OFC Conduit to be installed Yes (PL SOR includes trenching works only. OFC works as per Other Department SOR) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of External Coating 3LPE Type of Internal Coating Epoxy Type of Soil/ Strata Hard Rock Type of Restricted ROU Road/City Available Width of RoU 2-5 m (max) Wall thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) OFC Conduit to be installed Yes (PL SOR includes trenching works only. OFC works as per Other Department SOR) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of External Coating 3LPE Type of Internal Coating Epoxy Type of Soil/ Strata Hard Strata (Soft Rock/ Murrum / Laterite / Weathered Rock / Gravels / Pebbles/ Cobbles etc.) Type of Restricted ROU Road/City Available Width of RoU 2- 5 m (max) Wall thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) OFC Conduit to be installed Yes (PL SOR includes trenching works only. OFC works as per Other Department SOR) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of External Coating 3LPE Type of Internal Coating Epoxy Type of Soil/ Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Type of Restricted ROU Road/City Available Width of RoU 2-5 m (max) Wall thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) OFC Conduit to be installed Yes (PL SOR includes trenching works only. OFC works as per Other Department SOR) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of External Coating 3LPE Type of Internal Coating Epoxy Type of Soil/ Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Type of Restricted ROU Road/City Available Width of RoU 2- 5 m (max) Wall thickness 15.5 mm

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 Station Approach Pipe OD 610 mm Distance of Transport Within 25km

ANTI-BUOYANCY MEASURES FOR PIPELINE

Unit rate for additional work over and above item no. 01PP.1.1.1/ 01PP.2.1.1 (as applicable) for supply of all consumables and materials and application of continuous concrete weight coating on pipes of all wall thicknesses except weld joints and/or design, manufacture and supply of Non-biodegradable geo-textile bags and installation of geo-textile bags duly filled with gravel/ stone ballast on pipelines of all thicknesses as mentioned below and/or supply of all consumables and materials including supply of 3 mm thick HDPE sheets, fabrication and installation of concrete saddle weights on pipelines of all wall thicknesses as mentioned below in all areas of work except waterbody crossings covered separately, and performing all works as per scope of work, specifications, standards and instructions of Engineer-in-Charge and other provisions of Contract document. All work shall be executed as per following details:

Type of Protection Geo-textile Bags Pipe OD 610 mm Concrete Weight Thickness 100 mm

Type of Protection Concrete Weight Coating Pipe OD 610 mm Concrete Weight Thickness 100 mm

SOIL STABILIZATION

Unit rate for additional works over and above item no. 01PP.1.1.1/ 01PP.2.1.1 (as applicable) for supply, fabrication and installation for protection and stabilization of banks of water crossings or stabilization of soil in hilly areas including supply of all materials, equipment, consumables, manpower and performing works as per drawings, scope of work, specifications, standards and any additional provision specific to job requirements as per instructions of Engineer-in-Charge and provisions of Contract. All work shall be executed as per following details:

Works Related to Bank Stabilization

ROCK SHIELDING IN ROCKY AREAS

All works for Supply and installation of Rock Shield mesh around pipeline in rocky areas as per scope of work, provisions of Contract document and as per instructions of Engineer-in-charge

Pipe OD 610 mm

INSTALLATION OF CASING PIPE & CS CONDUIT

Installation of Casing pipe & CS Conduit for OFC (Including/ Excluding supply of casing pipe as defined in below & refer SOW for further details) by jacking/ boring or open cut for rail, road, drain, nala or canal crossings wherever required (as defined in SOW) (including 500µm of Epoxy coating on Casing Pipes, vent & drain pipes and CS Conduit as required) in all types of soil/ strata (including Normal Strata/ Hard Strata/ Hard Rock, as defined subsequently) & terrain(s) separately for carrier pipes and fiber optic cable/cable conduit, supply of all other Contractor supplied materials viz. casing insulators and casing end seals, materials for casing vents and drain assemblies etc., including transportation, supply of all other materials, equipment, consumables, man-power, welding including visual inspection of all weld joints, installation of casing insulators, end seals, vents and drain- off pipes, backfilling and restoration as original of the facility crossed and performing all works as per drawings, scope of work, specifications, standards and instructions of Engineer-in-Charge and provisions of Contract document.

Scope of Work Supply & Installation of CS Conduit Pipe OD 168.3 mm Material Grade API 5L Gr. B/ IS 1239 Method of Crossing Jacking/Boring Type of Soil/Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Thickness 6.40 mm

Scope of Work Supply & Installation of CS Conduit Pipe OD 168.3 mm Material Grade API 5L Gr. B/ IS 1239 Method of Crossing Open Cut Type of Soil/Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Thickness 6.40 mm

Scope of Work Supply & Installation of Casing Pipe Pipe OD 762 mm Material Grade API 5L Gr. B/ IS 3589 Grade Fe 410/ IS 3589 Grade Fe 450 Method of Crossing Open Cut Type of Soil/Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Thickness 11.91 mm

Scope of Work Supply & Installation of CS Conduit Pipe OD 168.3 mm Material Grade API 5L Gr. B/ IS 1239 Method of Crossing Open Cut Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Laterite / Weathered Rock / Gravels / Pebbles/ Cobbles etc.) Thickness 6.40 mm

Scope of Work Supply & Installation of Casing Pipe Pipe OD 762 mm Material Grade API 5L Gr. B/ IS 3589 Grade Fe 410/ IS 3589 Grade Fe 450 Method of Crossing Open Cut Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Laterite / Weathered Rock / Gravels / Pebbles/ Cobbles etc.) Thickness 11.91 mm

Scope of Work Supply & Installation of Casing Pipe Pipe OD 762 mm Material Grade API 5L Gr. B/ IS 3589 Grade Fe 410/ IS 3589 Grade Fe 450 Method of Crossing Jacking/Boring Type of Soil/Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Thickness 11.91 mm

Scope of Work Supply & Installation of Casing Pipe Pipe OD 762 mm Material Grade API 5L Gr. B/ IS 3589 Grade Fe 410/ IS 3589 Grade Fe 450 Method of Crossing Jacking/Boring Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Laterite / Weathered Rock / Gravels / Pebbles/ Cobbles etc.) Thickness 11.91 mm

Scope of Work Supply & Installation of Casing Pipe Pipe OD 762 mm Material Grade API 5L Gr. B/ IS 3589 Grade Fe 410/ IS 3589 Grade Fe 450 Method of Crossing Jacking/Boring Type of Soil/Strata Hard Rock Thickness 11.91 mm

Scope of Work Supply & Installation of CS Conduit Pipe OD 168.3 mm Material Grade API 5L Gr. B/ IS 1239 Method of Crossing Jacking/Boring Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Laterite / Weathered Rock / Gravels / Pebbles/ Cobbles etc.) Thickness 6.40 mm

Scope of Work Supply & Installation of CS Conduit Pipe OD 168.3 mm Material Grade API 5L Gr. B/ IS 1239 Method of Crossing Jacking/Boring Type of Soil/Strata Hard Rock Thickness 6.40 mm

INSTALLATION OF PIPELINE BY TRENCHLESS TECHNIQUE (USING HORIZONTAL DIRECTIONAL DRILLING)

Complete work for all type of crossings (RIVER/CANAL/ DRAIN/ NALA/ ROAD/ RAILWAY/ UTILITY) (between the limits as indicated in the drawing/ Scope of work) in all types of soil/ strata (including Normal Strata/ Hard Strata/ Hard Rock, as defined subsequently) including all additional drilled lengths necessitated by Contractor's design and based on site conditions, carrying out geo-technical investigation, carrying out topographical and hydrological survey and collection of data to establish the bed of the water body (for River/ Unlined waterbody); calculation of scour depth of water body crossings (for River/ Unlined Waterbody), including construction design calculation and engineering of the crossing for all types of crossings, "Receiving and taking-over", handling, loading, transportation and unloading of externally corrosion coated/ bare line pipes (as applicable) from designated place(s) of issue/ dump site(s) to Contractor's own stock-yard(s)/ work site; mobilization and de- mobilization at site(s), supply of all materials as per "Scope of Supply" all consumables, equipment, manpower, other resources, temporary acquisition of additional land as required for string preparations/ all other works, 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-hydro testing 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, Supply & Installation of 168.3mm size, 6.4 mm thk., API 5L Gr. B/ IS 3589 Fe 410 CS conduit for OFC (including 500µm of epoxy coating on CS Conduit as required) below the lowest level of the crossing including cover by separate horizontal directional drilling to the correct profile as per approved drawings and specification, 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 and 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.

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name RCC Road(From NH- 544 to BPCL Petrol Pump) Chainage of Crossing 5.081 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Crossing Name Paver Block Road(From NH-544 to Bharat Petrol Pump) Chainage of Crossing 7.607 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to Bharat Petroleum) Chainage of Crossing 23.006 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to Angalamman Agency) Chainage of Crossing 36.217 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Normal Strata (Soft Soil/ Sand/ Clay/ Silty Sand/ Silty Clay etc.) Crossing Name Paver Block Road(From NH-544 to Nayara Petrol Pump) Chainage of Crossing 37.011 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to Bharat Petroleum) Chainage of Crossing 54.484 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Asphalted Road(From NH544 to Sakthi Auto Compo) Chainage of Crossing 63.008 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to IOC COCO Auto Gas) Chainage of Crossing 67.352 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to Bharat Petroleum) Chainage of Crossing 70.783 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to Bharta Petrol Pum) Chainage of Crossing 73.231 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to Bharat Petroleum) Chainage of Crossing 100.51 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to HP Petrol Pump) Chainage of Crossing 104.177 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Asphalted Road(From NH544 to Reliance Prashant) Chainage of Crossing 108.209 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Rock Crossing Name Paver Block Road(From Indian Oil Petrol to NH544) Chainage of Crossing 141.365 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Rock Crossing Name Paver Block Road(From Bharat Petroleum to NH544) Chainage of Crossing 142.827 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name National Highway381(From Tiruppur to Avanashi) Chainage of Crossing 87.116 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name National Highway181(From Trichy to Coimbatore) Chainage of Crossing 120.856 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Rock Crossing Name National Highway- 83(From Dindigul to Coimbatore) Chainage of Crossing 134.379 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name State Highway Urban113(From NH-544 to Vijayamangalam) Chainage of Crossing 58.073 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Strata (Soft Rock/ Murrum / Weathered Rock etc.) Crossing Name Paver Block Road(From NH-544 to Bharat Petroleum) Chainage of Crossing 11.977 km Pipe Wall Thickness 12.7 mm

Scope of Work Installation of Pipeline (Line Pipe Free issue from Owner) Pipe Material Grade API 5L Gr. X-70 PSL 2 Pipe OD 610 mm Type of Crossing Road/ Highway Type of Soil/Strata Hard Rock Crossing Name RCC Road(From Hindustan Petrole to NH-544) Chainage of Crossing 143.759 km Pipe Wall Thickness 12.7 mm

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 Pipeline Warning Marker

Type of Marker ROU Boundary Marker

FABRICATION OF LR BENDS

Transportation of Company supplied free issue or Contractor procured bare line pipes to fabrication shop, fabrication of long radius bends, testing and transportation to worksite(s)/workshop(s) including loading, unloading and handling as per Scope of work and other provisions of the Contract as per the following details

Pipe OD 610 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 14.3 mm

Pipe OD 610 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 14.3 mm

Pipe OD 610 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 14.3 mm

Pipe OD 610 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 14.3 mm

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 610 mm

Type of Leak Minor Leak (detected by sectionalizing) Pipe OD 610 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 610 mm Period Up to 3 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 610 mm Period 3 to 6 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 610 mm Period 6 to 9 Month

Type of Preservation By Filling Corrosion Inhibited Water Pressure (Bar(g)) 2.0 Pipe OD 610 mm Period 9 to 12 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 610 mm Period Up to 3 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 610 mm Period 3 to 6 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 610 mm Period 6 to 9 Month

Type of Preservation By Filling Nitrogen Pressure (Bar(g)) 2.0 Pipe OD 610 mm Period 9 to 12 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 610 mm

Pre-Commissioning Works as per details: Type of Activity Drying Pipe OD 610 mm

Pre-Commissioning Works as per details: Type of Activity Swabbing Pipe OD 610 mm

Commissioning Assistance : All works for Commissioning assistance as per details below: Pipe OD 610 mm

OVERALL COMMISSIONING OF ENTIRE P/L SYSTEM

Overall commissioning including system checks, inertisation (as required) and charging of entire pipeline system, feeder and spur lines (if any) including all stations and all associated facilities including but not limited to the following: Notifying the Company that the pipeline system is ready for commissioning; Review of status jointly with the Company and obtaining final clearance for start of commissioning; Development and submission of commissioning procedures including detailed calculations for slug lengths, obtaining Company approval thereupon, carrying out overall commissioning of the total pipeline system including all facilities and all necessary co-ordination/ liaison with other Contractor(s) operations; Carrying out commissioning; Supply of all equipment like Nitrogen vaporizers (as required), along with all piping and instruments, temporary venting/ flaring/draining facilities as applicable, man-power, consumables including pigs and required quantity of Nitrogen /Flushing water (as applicable); Performing all associated works, complete as per applicable specifications, scope of work, standards, other provisions of Contract document and instructions of Engineer-in-charge. All works shall be executed as per following details

Pipe OD 610 mm Start Chainage 0 km End Chainage 145.965 km

PIPELINE INFORMATION MANAGEMENT SYSTEM

Execution of all works for Pipeline Information Management System as defined in Scope of Work & specification(s) enclosed with the tender document.

PIPING WORKS IN DESPATCH/ RECEIPT/ INTERMEDIATE PUMPING/ COMPRESSOR/ INTERMEDIATE PIGGING/ SV/ SIV/ 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/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 at item no 01PP.02.01 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 XS

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

Pipe OD 21.3 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule S160

Pipe OD 26.7 mm Pipe Material Grade ASTM A 106 Gr. B Installation Above Ground Wall thickness (mm)/ Schedule S160

Pipe OD 60.3 mm Pipe Material Grade ASTM A 333 Gr. 6 Installation Above Ground Wall thickness (mm)/ Schedule XS

Pipe OD 26.7 mm Pipe Material Grade ASTM A 333 Gr. 6 Installation Above Ground Wall thickness (mm)/ Schedule S160

Pipe OD 219.1 mm Pipe Material Grade ASTM A 333 Gr. 6 Installation Above Ground Wall thickness (mm)/ Schedule XS

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

Pipe OD 323.9 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness 14.27 mm

Pipe OD 219.1 mm Pipe Material Grade API 5L Gr. B PSL 2 Installation Above Ground Wall thickness 12.7 mm

Pipe OD 323.9 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Buried Wall thickness 14.27 mm

Pipe OD 219.1 mm Pipe Material Grade API 5L Gr. B PSL 2 Installation Buried Wall thickness 12.7 mm

Pipe OD 610 mm Pipe Material Grade API 5L Gr. X-52 PSL 2 Installation Above Ground Wall thickness 20.62 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 Receiver Major Barrel 762 mm Minor Barrel 610 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 219.1 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 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 Flanged Operation Manual Size 610 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 323.9 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 60.3 mm Rating 600#

Installation of Valve (Ball/ Plug/ Gate/ Globe/ Check/ PCV/FCV/SDV/Butterfly) as below: Installation Buried End Type Butt Welded Operation Manual Size 219.1 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 323.9 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 219.1 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 (Gas Over Oil) Size 610 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 (Gas Over Oil) Size 610 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 610 mm

Pipe OD 114.3 mm

Pipe OD 219.1 mm

Pipe OD 60.3 mm

Pipe OD 323.9 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 219.1 mm Painting Environment Industrial

Pipe OD 60.3 mm Painting Environment Industrial

Pipe OD 114.3 mm Painting Environment Industrial

Pipe OD 323.9 mm Painting Environment Industrial

Pipe OD 610 mm 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 36.10 Ends Plain Ended - API 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 Bevel Ended - ASTM Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Pipe OD 60.3 mm Wall thickness (mm) / Schedule XS

Make SMLS Standard ASME B 36.10 Ends Plain Ended - API Pipe Material Grade ASTM A 106 Gr. B Pipe OD 21.3 mm Wall thickness (mm) / Schedule S160

Make SMLS Standard ASME B 36.10 Ends Plain Ended - API Pipe Material Grade ASTM A 333 Gr. 6 Pipe OD 26.7 mm Wall thickness (mm) / Schedule S160

Make SMLS Standard ASME B 36.10 Ends Bevel Ended - ASTM Pipe Material Grade ASTM A 333 Gr. 6 Pipe OD 60.3 mm Wall thickness (mm) / Schedule XS

Make SMLS Standard ASME B 36.10 Ends Bevel Ended - ASTM Pipe Material Grade ASTM A 333 Gr. 6 Pipe OD 219.1 mm Wall thickness (mm) / Schedule XS

Make SMLS Standard ASME B 36.10 Ends Bevel Ended - ASTM Pipe Material Grade ASTM A 106 Gr. B (CHARPY) Pipe OD 114.3 mm Wall thickness (mm) / Schedule XS

Make SMLS Standard API 5L (& EIL Specification, as applicable) Ends Bevel Ended - ASTM Pipe Material Grade API 5L Gr. X-52 PSL 2 Pipe OD 323.9 mm Wall thickness (mm) / Schedule 14.27

Make SMLS Standard API 5L (& EIL Specification, as applicable) Ends Bevel Ended - ASTM Pipe Material Grade API 5L Gr. B PSL 2 Pipe OD 219.1 mm Wall thickness (mm) / Schedule 12.70

Make SAW Standard API 5L (& EIL Specification, as applicable) Ends Bevel Ended - ASTM Pipe Material Grade API 5L Gr. X-52 PSL 2 Pipe OD 610 mm Wall thickness (mm) / Schedule 20.62

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 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 600# Material ASTM A 105 (CHARPY) Pipe OD 60.3 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 21.3 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 600# Material ASTM A 105 (CHARPY) Pipe OD 60.3 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 (CHARPY) Pipe OD 323.9 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 350 Gr. LF2 Cl. 1 Pipe OD 219.1 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 350 Gr. LF2 Cl. 1 Pipe OD 60.3 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 (CHARPY) Pipe OD 219.1 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 600# Material ASTM A 105 (CHARPY) Pipe OD 114.3 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 600# Material ASTM A 105 (CHARPY) Pipe OD 219.1 mm Wall thickness (mm)/ Schedule 12.70

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 694 GR.F-52 (CHARPY) Pipe OD 323.9 mm Wall thickness (mm)/ Schedule 14.27

Flanges for Piping (PMS) Type Weld neck (WN) Face Raised Face(RF) Standard ASME B 16.5 Finish (AARH) 125-250 Rating 600# Material ASTM A 694 GR.F-70 (CHARPY) Pipe OD 610 mm Wall thickness (mm)/ Schedule 20.62

Flanges for Piping (PMS) Type Spacer & Blind Face Flat Face (FF) Standard ASME B 16.48 Finish (AARH) 125-250 Rating 600# Material ASTM A 105 (CHARPY) Pipe OD 610 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 (CHARPY) Pipe OD 60.3 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 105 (CHARPY) Pipe OD 219.1 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 350 Gr. LF2 Cl. 1 Pipe OD 60.3 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 350 Gr. LF2 Cl. 1 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 600# Material ASTM A 350 Gr. LF2 Cl. 1 Pipe OD 60.3 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 600# Material ASTM A 350 Gr. LF2 Cl. 1 Pipe OD 219.1 mm Wall thickness (mm)/ Schedule XS

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 (CHARPY) Pipe OD 114.3 mm Wall thickness (mm)/ Schedule NA

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 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 SOCKOLET Ends/ Rating Socket Welded / 6000# Standard MSS SP97 Material ASTM A 105 OD1 610 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 323.9 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 350 Gr. LF2 Cl. 1 OD1 219.1 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 234 Gr. WPB (CHARPY) OD1 219.1 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XXS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 323.9 mm Wall thickness (mm)/ Schedule 1 14.27 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XXS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 610 mm Wall thickness (mm)/ Schedule 1 20.62 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XXS

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 694 GR.F-52 (CHARPY) OD1 610 mm Wall thickness (mm)/ Schedule 1 20.62 OD2 219.1 mm Wall thickness (mm)/ Schedule 2 XXS

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 694 GR.F-52 (CHARPY) OD1 323.9 mm Wall thickness (mm)/ Schedule 1 14.27 OD2 219.1 mm Wall thickness (mm)/ Schedule 2 12.70

Type CONCENTRIC REDUCER Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 219.1 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 60.3 mm Wall thickness (mm)/ Schedule 2 XS

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard MSS SP75 Material MSS SP-75 GR.WPHY-52 OD1 323.9 mm Wall thickness (mm)/ Schedule 1 14.27 OD2 323.9 mm Wall thickness (mm)/ Schedule 2 14.27

Type ELBOW 90 DEG 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 60.3 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 (CHARPY) OD1 219.1 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 219.1 mm Wall thickness (mm)/ Schedule 2 12.70

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 S160 OD2 26.7 mm Wall thickness (mm)/ Schedule 2 S160

Type ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard MSS SP75 Material MSS SP-75 GR.WPHY-52 OD1 610 mm Wall thickness (mm)/ Schedule 1 20.62 OD2 610 mm Wall thickness (mm)/ Schedule 2 20.62

Type EQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 234 Gr. WPB (CHARPY) OD1 219.1 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 219.1 mm Wall thickness (mm)/ Schedule 2 12.70

Type EQUAL TEE 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 60.3 mm Wall thickness (mm)/ Schedule 2 XS

Type UNEQUAL TEE Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 694 GR.F-52 (CHARPY) OD1 610 mm Wall thickness (mm)/ Schedule 1 20.62 OD2 323.9 mm Wall thickness (mm)/ Schedule 2 14.27

Type UNEQUAL TEE 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 ELBOW 90 DEG Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 420 GR.WPL6 OD1 60.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 60.3 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 420 GR.WPL6 OD1 219.1 mm Wall thickness (mm)/ Schedule 1 XS OD2 219.1 mm Wall thickness (mm)/ Schedule 2 XS

Type CAP Ends/ Rating Butt Welded / Not Required Standard ASME B 16.9 Material ASTM A 420 GR.WPL6 OD1 219.1 mm Wall thickness (mm)/ Schedule 1 XS OD2 NA mm Wall thickness (mm)/ Schedule 2 NA

Type WELDOLET Ends/ Rating Butt Welded / Not Required Standard MSS SP97 Material ASTM A 350 Gr. LF2 Cl. 1 OD1 219.1 mm Wall thickness (mm)/ Schedule 1 XS OD2 60.3 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 114.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 60.3 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 168.3 mm Wall thickness (mm)/ Schedule 1 XS OD2 114.3 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 (CHARPY) OD1 323.9 mm Wall thickness (mm)/ Schedule 1 14.27 OD2 168.3 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 (CHARPY) OD1 219.1 mm Wall thickness (mm)/ Schedule 1 12.70 OD2 114.3 mm Wall thickness (mm)/ Schedule 2 XS

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 800# Operation Manual Installation Above Ground Size 26.7 mm Datasheet No. B411-000-83-41-DS-0020

Type Plug Valve Ends Butt Welded Standard API 6D Rating 600# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B411-000-83-41-DS-0019

Type Ball Valve Ends Butt Welded Standard API 6D Rating 600# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B411-000-83-41-DS-0009

Type Plug Valve Ends Flanged Standard API 6D Rating 600# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B411-000-83-41-DS-0018

Type Ball Valve Ends Socket Welded Standard BS EN 17292 Rating 800# Operation Manual Installation Above Ground Size 26.7 mm Datasheet No. B411-000-83-41-DS-0011

Type Ball Valve Ends Flanged Standard API 6D Rating 600# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B411-000-83-41-DS-0008

Type Ball Valve Ends Flanged Standard API 6D Rating 600# Operation Manual Installation Above Ground Size 114.3 mm Datasheet No. B411-000-83-41-DS-0008

Type Globe Valve Ends Socket Welded Standard API 602 Rating 800# Operation Manual Installation Above Ground Size 21.3 mm Datasheet No. B411-000-83-41-DS-0026

Type Plug Valve Ends Flanged Standard API 6D Rating 600# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B411-000-83-41-DS-0017

Type Plug Valve Ends Socket Welded Standard BS 5353 Rating 800# Operation Manual Installation Above Ground Size 26.7 mm Datasheet No. B411-000-83-41-DS-0021

Type Ball Valve Ends Flanged Standard API 6D Rating 600# Operation Manual Installation Above Ground Size 60.3 mm Datasheet No. B411-000-83-41-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.

Total value excluding GST

GST (CGST&SGST/UTGST or IGST) in percentage (%) on Total vaue above

Corrtech International Limited

KEC Spur Infrastructure Pvt. Ltd.

Kalpataru Power Transmission Limited

Ace Pipeline Contracts Pvt Ltd

JSIW INFRASTRUCTURE PRIVATE LIMITED