COMPOSITE WORKS FOR PIPING, CIVIL AND STRUCTURAL, MECHANICAL, ELECTRICAL AND INSTRUMENTATION WORKS FOR REPLACEMENT OF PASSING VALVES AND BLOWDOWN SYSTEM INSTALLATION IN STORAGE AREA AT GAIL VIJAIPUR

Amount

DESCRIPTION

Cathodic Protection for Vessels

Survey, Design, Detail Engineering, Supply, installation, testing and commissioning, Post commissioning surveys, interference mitigation of the cathodic protection system of the Vessels. 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: B461-100-06-45-CSP-01.

PIPING-OFFSITES

PIPING (ABOVE GROUND) :-Transportation of all piping items from Owner's storage point to work site/work shop; fabrication including cutting, edge preparation, (inclusive of grinding the edges of pipe, pipe spools, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required); fitup, bending, preheating wherever required, welding, threading, and laying of pipes and pipe spools (spools along with supports) of all types and thickness over sleepers, overhead on racks and at all elevations, hook-ups with existing piping, connecting with equipment nozzles, strainers, steam traps, static mixers, sight flow indicators, thermal sleeve, orifice assemblies, spray nozzles, rotameters, tappings for pressure gauges, thermowells, sample connections, sample coolers, closed sample system cabinets etc. and fixing of gaskets, bolts, nuts including application of torque wherever required & all other inline instruments and fittings, like elbows, reducers, tees, flanges, spectacle blinds and spacer&blinds, piping specials such as mitres and fabricated fittings, vents, drains (but excluding reinforcing pads), SW valves upto 1.5 NB, Steam Supply/ Condensate Recovery stations(Cast/Fabricated), Supply & welding of Strip as per EIL Std 7-51-0112 to all pipes before hydro-testing at exit points of Units for earthing purpose; alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified draining, drying by compressed air, performing Positive Material Identification(PMI) using alloy analysers, completing all such works in all respects (including preparation of isometrics as mentioned in the Scope of Work for the job) as per the specifications, drawings and instructions of Engineer-in-Charge. PMI shall be performed by third party as defined in PMI spec.Rates for tubing (if any) shall include rates for valves, fittings, all in line instruments and testing etc. Carbon steel piping includes LTCS piping also. Erection of all inline instruments like flow instruments & specialty items like static mixers, sample coolers, thermal sleeve, air mixers, exhaust head, rupture disk, flow meters, venturi tube, flame arrestor, thermal flow switch etc. except valve shall be considered as part of piping and separate payment shall not be made on this account.

CARBON STEEL PIPING (NON IBR); THK. <= 10MM

FABRICATION (BUTT WELD)

NB UPTO 1.5 INCH

NB 2 INCH - 6 INCH

NB 8 INCH - 14 INCH

FABRICATION (FILLET WELD)

NB UPTO 1.5 INCH

NB 2 INCH - 6 INCH

ERECTION (OTHER THAN SPOOL)

NB UPTO 1.5 INCH

NB 2 INCH - 6 INCH

NB 8 INCH - 14 INCH

NB 16 INCH - 24 INCH

CARBON STEEL PIPING (NON IBR); THK. > 10MM AND <= 20MM

FABRICATION (BUTT WELD)

NB 16 INCH - 24 INCH

ERECTION (OTHER THAN SPOOL)

NB 16 INCH - 24 INCH

VALVES :- Transportation of all types of valves (Including special valves, motor operated valves, PRDS, PSVs, TSVs, Control valves, On-Off/Shutdown valves, Self actuating valves) from Owner's storage points to contractor's stores/worksite and installation of valves for all rating including assembly of valves accessories like air bottles etc, if any, fixing of gaskets bolts/nuts wherever required and performing Positive Material Identification(PMI) using alloy analysers as per specification, drawings and directions of Engineer-in-Charge.

FLANGED/WAFER VALVES INCLUDING MOV (UPTO 600#)

NB 0.750 INCHES

NB 1.000 INCHES

NB 1.500 INCHES

NB 2.000 INCHES

NB 3.000 INCHES

NB 4.000 INCHES

PRESS. RELIEF/ SAFETY VALVES, PILOT OP. SAFETY VALVES (UPTO 600#)( Size are valve inlet size)

NB 0.750 INCHES

BOLT TENSIONING :- Carrying out tensioning of bolted joints on all types of piping as called for in EIL Specification No.6-76-0002 on already erected system including supply of all materials, recording devices, instruments etc; Providing all normal and special equipment and gadgets, skilled / un skilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. some joints may require bolt tensioning more than once, but, payment for one joint shall be made only once.

150# JOINTS

NB 16.000 INCHES

NB 24.000 INCHES

REINFORCING PADS FOR PIPES :- Fabrication of reinforcing pads for pipe connection wherever required (from pipes only supplied by the Owner) and erection, fitup, welding & testing (including DP/MP) if required of the same and performing Positive Material Identification(PMI) using alloy analysers as per the specifications, drawings and instructions of the Engineer-in-Charge. Note: Sizes mentioned for Reinforcing Pads are for branch pipe

C.S REINFORCING PADS

NB 4.000 INCHES

RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractor's fault and for additional radiography necessitated due to poor performance of contractor's welders shall be done at contractor's cost) Note: Unit for radiography quantity is 'Nos of circumferencial weld joints'.

FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF JOB NDE SPECIFICATION)

NB 2.000 INCHES

NB 3.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

NB 8.000 INCHES

FOR JOINTS ABOVE THK. 8MM

NB 16.000 INCHES

NB 24.000 INCHES

DYE PENETRATION/MAGNETIC PARTICLE TEST :- Performance of magnetic particle/ dye penetrant test including supply of all necessary materials, equipment and labour for carrying out the work as per specification and directions of Engineer-in-Charge.

DYE PENETRANT TEST

MAGNETIC PARTICLE TEST

PIPE SUPPORTS (FROM MATERIALS SUPPLIED BY CONTRACTOR) :- Fabrication, erection(at all elevations) of pipe supports like shoes, cradles, hangers, clamps(of all sizes/thicknesses manufactured by forming method using die), turn buckles, saddles, guides, special supports, pads(including corrosion pads & protection shields), providing and welding of stiffeners as per drawings, T post etc. of all types including supply and application one coat of primer, all necessary equipments, consumables, labour, and completing work as per drawings, specifications and instructions of Engineer-in-charge. Modifications/rectifications, if required; and adjustment/ alignment during precommisioning, commisioning as per the instructions of Engineer-in-charge.

C.S STRUCTURAL STEEL (CONTRACTOR SUPPLIED)

DUMMY PIPE SUPPORTS FOR C.S (CONTRACTOR SUPPLIED)

HARDNESS TEST :- Carrying out hardness testing of weld joints on all types of piping as called for on shop / site fabricated already erected system including supply of all materials, instrument set., providing all normal & special equipment and gadgets, skilled / unskilled labour, specialist, supervisory staff and completing the work in all respects as per specifications and instructions of engineer-in-charge. The joints under this head do not include Stress Relieved joints. Joints which do not meet the hardness requirement as per spec shall be stress relieved and re tested on contractor's cost. No seperate payment shall be made for this. NOTE : Unit for hardness testing quantity is 'Nos. of Test Spots'.

NUMBER OF TEST SPOTS

MODIFICATION/EXTRA WORKS (IF ANY) :- Cutting, bevelling, fitup, welding of different sizes of CS/AS/SS/Higher Alloy piping of all types and thicknessess in shop, in position, on ground/overhead on rack and at all elevations; transportation of pipes, fittings, flanges etc from owner's storage point to work site/ work shop, making necessary scaffoldings, consumables, machinery, tools, tackles, labour and supervision including attending repairs for completing the work as per the instruction of Engineer-in-charge.

FLAME CUTTING C.S PIPING IBR/NON IBR

HACKSAW CUTTING C.S PIPING IBR/NON IBR

BEVELLING C.S PIPING IBR/NON IBR

FITUP & WELDING C.S PIPING IBR/NON IBR

REMOVAL ERECTED PIPING(ABOVE GROUND) :- Removal of piping existing/ erected including SW valves for modification as required as per Drawings/P&IDs/instructions of Engineer-in-charge at all elevations, including providing assistance to owner for draining, cleaning and purging of the lines to be removed , unbolting of flanged joints /cutting of pipe lines wherever required, installation of flanges and blind flanges, removal of insulation from insulated lines, removing supports, steam tracers, all fittings and flanges, instruments etc, cutting of pipes in appropriate length for transporting purposes, cleaning, flushing, drying and transporting all materials to storage point(within the complex battery limits) designated by Owner/EIL including stacking of material and disposing of waste etc as instructed by Engineer-in-charge.

C.S/A.S PIPING

PRE-COMMISSIONING / COMMISSIONING ASSISTANCE : Carrying out Pre-commissioning / Commissioning activities such as dropping the valves, control valves and spool pieces, air and water flushing and air-blasting, steam blowing, air drying, re-installing the valves, control valves and spool pieces, leak testing etc. as per pre-commissioning / commissioning specification/ procedure and instruction of Engineer-in-charge including supply of necessary hand tools, equipments/ machinery, consumables (electrodes, filler wire, gas, card board, target plate, scaffolding etc. wherever required) and with single point responsibility of Contractor's supervision. Note : This manpower will be utilized for Pre-commissioning & Commissioning requirement over and above that already described elsewhere in this SOR. One Man day is 12 hour duty.

SKILLED (WITH HAND TOOLS, EQUIPMENT/ MACHINERY, CONSUMABLES)

SEMI SKILLED (WITH HAND TOOLS)

HELPER/ UNSKILLED

PIPE DAVITS : Supply, fabrication & erection of pipe davits as per EIL std. 7-12-023 for lowering of aircooler motors/safety valves from structural platforms, fixing the same to platforms, inspection as per specs., supply of all necessary materials, equipment, consumables, labour, supervision etc. The work shall be carried out as per the specifications, drawings & instruction of engineerincharge.

PIPE DAVITS

DIGITAL RADIOGRAPHY: Performance of Digital Radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per requirements specified in the Piping scope of work, Digital radiography specification (B461-000-6-41-NDT-0001) and instructions of Engineer-in-charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat radiography due to defective radiograph on repaired joints due to contracor's fault and additional radiography necessiated due to poor performance of contractor's welder shall be done at Contractor's cost) Note: 1. Unit for radiography is numbers of circumferential weld joints

FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS IV OF JOB NDE SPECIFICATION)

NB 2.000 INCHES

NB 3.000 INCHES

NB 4.000 INCHES

NB 6.000 INCHES

NB 8.000 INCHES

FOR JOINTS ABOVE THK. 8MM

NB 16.000 INCHES

NB 24.000 INCHES

PROCUREMENT/SUPPLY OF HOSES & HOSE COUPLINGS INCLUDING TRANSPORTATION UPTO OWNER'S STORAGE POINT. AS PER DATASHEET NO B461-100-16-43-DS-3001.

HOSE COUPLNG, ASTM A 105, HOSE SIDE-QUICKTYPE WITH INBUILT NRV, PIPESIDE-SW,SUITABLE FOR INERT GAS HOSES AS PER DATASHEET NO B461-100-16-43-DS-3001

HIGH STRENGTH SYNTHETIC CHORD REINFORCED NATURAL RUBBER HOSE WITH NEOPRENE LINER INSIDE, CORRUGATED FINISH OUTSIDE. 15 METER LENGTH FOR INERT GAS AS PER DATASHEET NO B461-100-16-43-DS-3001.

SUPPLY OF BULK PIPING ITEMS:- Procurement and supply of following bulk piping items to site/owner's storage, transportation to work site/fabrication shop. Procurement shall be done as per EIL specifications/ Technical Notes. Contractor shall establish quantities from AFC drawings/ isometrics considering wastage, cutting allowance, escalation & spares required by Client. All items shall be procured from EIL approved vendors only.

PIPES

PIPE B-36.10 ASTM A 106 GR.B BE SEAMLESS 2.0 INCH XS

PIPE B-36.10 ASTM A 106 GR.B BE SEAMLESS 3.0 INCH STD

PIPE B-36.10 ASTM A 106 GR.B BE SEAMLESS 4.0 INCH STD

PIPE B-36.10 ASTM A 106 GR.B BE SEAMLESS 6.0 INCH STD

PIPE B-36.10 ASTM A 106 GR.B PE SEAMLESS 0.75 INCH S160

PIPE B-36.10 ASTM A 106 GR.B PE SEAMLESS 1.0 INCH XS

PIPE B-36.10 ASTM A 672 GR.B60 CL.12 BE E.FS.W 16.0 INCH XS

PIPE B-36.10 ASTM A 672 GR.B60 CL.12 BE E.FS.W 24.0 INCH S30

PIPE B-36.10 ASTM A 106 GR.B BE SEAMLESS 8.0 INCH STD

FLANGES

FLNG.SW B-16.5 ASTM A 105 150 RF/125AARH 0.75 INCH S160

FLNG.SW B-16.5 ASTM A 105 300 RF/125AARH 0.75 INCH S160

FLNG.SW B-16.5 ASTM A 105 300 RF/125AARH 1.0 INCH XS

FLNG.WN B-16.5 ASTM A 105 150 RF/125AARH 3.0 INCH STD

FLNG.WN B-16.5 ASTM A 105 150 RF/125AARH 4.0 INCH STD

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 1.0 INCH XS

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 2.0 INCH XS

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 3.0 INCH STD

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 4.0 INCH STD

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 6.0 INCH STD

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 16.0 INCH XS

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 24.0 INCH S30

FLNG.SO B-16.5 ASTM A 105 150 RF/125AARH 2.0 INCH

FLNG.SO B-16.5 ASTM A 105 150 RF/125AARH 3.0 INCH

FLNG.WN B-16.5 ASTM A 105 300 RF/125AARH 8.0 INCH STD

FLNG.BLIND B-16.5 ASTM A 105 150 RF/125AARH 0.75 INCH

FLNG.BLIND B-16.5 ASTM A 105 150 RF/125AARH 3.0 INCH

FLNG.BLIND B-16.5 ASTM A 105 300 RF/125AARH 1.0 INCH

FLNG.BLIND B-16.5 ASTM A 105 300 RF/125AARH 2.0 INCH

FLNG.BLIND B-16.5 ASTM A 105 300 RF/125AARH 3.0 INCH

FLNG.BLIND B-16.5 ASTM A 105 300 RF/125AARH 6.0 INCH

FLNG.BLIND B-16.5 ASTM A 105 300 RF/125AARH 16.0 INCH

FLNG.BLIND B-16.5 ASTM A 105 300 RF/125AARH 24.0 INCH

FLNG.BLIND B-16.5 ASTM A 105 300 RF/125AARH 8.0 INCH

FLNG.FIG.8 ASME-B16.48 ASTM A 105 150 FF/125AARH 2.0 INCH

FLNG.FIG.8 ASME-B16.48 ASTM A 105 300 FF/125AARH 1.0 INCH

FLNG.FIG.8 ASME-B16.48 ASTM A 105 300 FF/125AARH 2.0 INCH

FLNG.FIG.8 ASME-B16.48 ASTM A 105 300 FF/125AARH 3.0 INCH

FLNG.FIG.8 ASME-B16.48 ASTM A 105 300 FF/125AARH 4.0 INCH

FITTINGS

ELBOW.90 B-16.11 ASTM A 105 SW 3000 1.0 INCH

ELBOW.90 B-16.9 ASTM A 234 GR.WPB BW 1.5D 2.0 INCH XS

ELBOW.90 B-16.9 ASTM A 234 GR.WPB BW 1.5D 3.0 INCH STD

ELBOW.90 B-16.9 ASTM A 234 GR.WPB BW 1.5D 4.0 INCH STD

ELBOW.45 B-16.11 ASTM A 105 SW 3000 1.0 INCH

ELBOW.45 B-16.9 ASTM A 234 GR.WPB BW 1.5D 3.0 INCH STD

ELBOW.45 B-16.9 ASTM A 234 GR.WPB BW 1.5D 4.0 INCH STD

T.EQUAL B-16.9 ASTM A 234 GR.WPB BW 3.0 INCH STD

T.EQUAL B-16.9 ASTM A 234 GR.WPB BW 4.0 INCH STD

REDUC.CONC B-16.9 ASTM A 234 GR.WPB BW 3.0 INCH STD 2.0 INCH XS

REDUC.ECC B-16.9 ASTM A 234 GR.WPB BW 4.0 INCH STD 3.0 INCH STD

SWAGE.CONC BS-3799 ASTM A 105 PBE 1.5 INCH XS 0.75 INCH S160

SWAGE.CONC BS-3799 ASTM A 105 PBE 3.0 INCH STD 1.5 INCH XS

CPLNG.FULL B-16.11 ASTM A 105 SW 6000 0.75 INCH

CPLNG.HALF B-16.11 ASTM A 105 SW 6000 0.75 INCH

VALVES

VLV.GATE SHEET 51001 0.75 INCH

VLV.GATE SHEET 51001 1.0 INCH

VLV.GATE SHEET 51301 4.0 INCH

VLV.GATE SHEET 51401 3.0 INCH

VLV.GLOBE SHEET 52001 1.0 INCH

VLV.CHECK SHEET 53401 3.0 INCH

VLV.BALL SHEET 54491 0.75 INCH

VLV.BALL SHEET 54491 1.0 INCH

VLV.BALL SHEET 54491 2.0 INCH

VLV.BALL SHEET 54491 3.0 INCH LOCK OPEN

VLV.BALL SHEET 54491 3.0 INCH LOCK CLOSED

VLV.BALL SHEET 54491 3.0 INCH

VLV.BALL SHEET 54491 4.0 INCH LOCK OPEN

FASTENERS

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.625 INCH X 3 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.625 INCH X 3.5 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.625 INCH X 3.75 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.625 INCH X 4 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.75 INCH X 4.25 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.75 INCH X 4.5 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.75 INCH X 4.75 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.75 INCH X 5 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.75 INCH X 5.25 INCH

BOLT.STUD WITH 3 NUTS B-18.2 A193 GR.B7 A194 GR.2H 1.25 INCH X 8.75 INCH

BOLT.STUD WITH 3 NUTS B-18.2 A193 GR.B7 A194 GR.2H 1.5 INCH X 10.5 INCH

BOLT.M/C WITH 1 NUTS B-18.2 A307 GR.B A563 GR.B 0.5 INCH X 2.0 INCH

BOLT.M/C WITH 1 NUTS B-18.2 A307 GR.B A563 GR.B 0.625 INCH X 3.0 INCH

BOLT.M/C WITH 1 NUTS B-18.2 A307 GR.B A563 GR.B 0.625 INCH X 3.25 INCH

BOLT.STUD WITH 2 NUTS B-18.2 A193 GR.B7 A194 GR.2H 0.875 INCH X 5.5 INCH

GASKETS

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 150 3.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 150 4.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 0.75 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 1.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 2.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 3.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 4.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 6.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 16.0 INCH

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 24.0 INCH

GASKET B-16.21-ANSI B16.5 NONASBESTOS BS7531 GR X RING 150 0.75 INCH 2 MM

GASKET B-16.21-ANSI B16.5 NONASBESTOS BS7531 GR X RING 150 2.0 INCH 2 MM

GASKET B-16.21-ANSI B16.5 NONASBESTOS BS7531 GR X RING 150 3.0 INCH 2 MM

GASKET B-16.20-ANSI B16.5 SP.WND SS316+GRAFIL+ I RING SPIRAL 300 8.0 INCH

PAINTING (OFFSITES) :- Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per EIL painting spec., drawings and direction of Engineer-in-Charge for all types of uninsulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. For insulated piping wherever blast cleaning with no primer application is specified, in such cases finish paints shall also be applied in the fabrication yard. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydrotesting. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS BARE SURFACES FOR NORMAL CORROSIVE ENVIRONMENT AS PER JOB SPEC B461-000-06-41-PLS-01

DESIGN TEMP GROUP: -14 TO 80 (DEG C)SURFACE PREPARATION: SSPC-SP-10; 1 COAT OF F-9@ 65-75µ DFT/ COAT, PRIMER: 1 coat of P-6 @ 40µ DFT/coat, FINISH COAT: 1 coat of F-6B @ 100µ DFT/coat+ 1 coat of F-2 @ 40µ DFT/coat

PIPES

NB: .75 Inches

NB: 3 Inches

NB: 4 Inches

VALVES

NB: 4 Inches

SURFACE PREP, PRIMER & FINISH COAT FOR CS, AS & LTCS INSULATED SURFACES FOR ALL ENVIRONMENT AS PER JOB SPEC B461-000-06-41-PLS-01

DESIGN TEMP GROUP: -45 TO 125 (DEG C)SURFACE PREPARATION: SSPC-SP-10; 1 COAT OF F-15@ 75µ DFT/ COAT, PRIMER: NONE, FINISH COAT: 2 coats of F-15 @ 75µ DFT/coat

PIPES

NB: .75 Inches

NB: 1 Inches

NB: 2 Inches

NB: 3 Inches

NB: 4 Inches

NB: 6 Inches

NB: 8 Inches

NB: 16 Inches

NB: 24 Inches

VALVES

NB: 2 Inches

NB: 3 Inches

NB: 4 Inches

*************************************************************** LEGENDS / NOTES FOR INSULATION WORKS *************************************************************** ** Types of Insulation : IH = Insulation for Heat Conservation, IT = Insulation for Steam Traced Lines, IS = Insulation for Personal Safety , IC = Cold Insulation for Anti-condensation,IE = Insulation for Electrically Traced Lines , IJ = Insulation for Jacketed Lines , IK = Insulation for Dual Insulated Lines ** Basic Line Surface Materials : CS = Carbon Steel (Including LT Carbon Steel) / AS = Alloy Steel / SS = Stainless Steel ** Notes : 1. For insulation type IT,tracer size and tracer numbers shall be as per specification. 2. Insulation thickness for IC where insulation material is Poly Urethane foam (PUF) / Poly Isocyanurate (PIC) + Cellular Glass includes outer layer of 50mm of Cellular Glass and Inner layer of balance thickness of PUF/PIC 3. Insulation for IE consists of inner layer of Rockwool and outer layer of PUF / PIC. The thicknesses have been specified as THK(I) and THK(O) for inner and outer layers respectively. ***************************************************************

HOT INSULATION (OFFSITES): Providing thermal insulation including supply of all insulating and ancillary materials, vapour barrier, weather protective coverings, consumables and other necessary materials , testing of materials as required, including transportation of materials to work site, duly inspected by 3rd party(Llyods/BV/DNV or any other Client approved party)at manufacturer's shop & sample check/inspection at site by EIL Construction inspector, applying insulation on surfaces as specified including all preparatory work there on, binding, tying, lacing, stitching and/or otherwise securing , finishing with sheet cladding as per spec. , providing bolts, rivets, and self tapping screws wherever specified , providing inspection windows, end seals for flanges etc., colour coding and identification. Providing steel scaffolding, all tools , tackles , equipments etc. , labour, supervision and completing the work in all respect, at all heights as per drawings , specifications and instructions of Engineer-in-charge. (Refer Legend for applicable EIL specification)

INSULATION TYPE :

INSULATION TYPE : IH; SURFACE MATERIAL : CS & AS; OPERATING TEMP. RANGE : UPTO 125 (DEG C); INSULATION MATERIAL : ROCKWOOL

PIPES

NB 00.75 INCHES; THICKNESS 25 MM

NB 01.00 INCHES; THICKNESS 25 MM

NB 02.00 INCHES; THICKNESS 25 MM

NB 03.00 INCHES; THICKNESS 25 MM

NB 04.00 INCHES; THICKNESS 25 MM

NB 06.00 INCHES; THICKNESS 25 MM

NB 08.00 INCHES; THICKNESS 25 MM

NB 16.00 INCHES; THICKNESS 25 MM

NB 24.00 INCHES; THICKNESS 25 MM

FLANGE ASSEMBLIES

NB 03.00 INCHES; THICKNESS 25 MM

NB 04.00 INCHES; THICKNESS 25 MM

NB 06.00 INCHES; THICKNESS 25 MM

NB 08.00 INCHES; THICKNESS 25 MM

NB 16.00 INCHES; THICKNESS 25 MM

NB 24.00 INCHES; THICKNESS 25 MM

BLIND FLANGE ASSEMBLIES

NB 03.00 INCHES; THICKNESS 25 MM

NB 04.00 INCHES; THICKNESS 25 MM

NB 06.00 INCHES; THICKNESS 25 MM

NB 08.00 INCHES; THICKNESS 25 MM

NB 16.00 INCHES; THICKNESS 25 MM

NB 24.00 INCHES; THICKNESS 25 MM

VALVE ASSEMBLIES

NB 00.75 INCHES; THICKNESS 25 MM

NB 01.00 INCHES; THICKNESS 25 MM

NB 02.00 INCHES; THICKNESS 25 MM

NB 03.00 INCHES; THICKNESS 25 MM

NB 04.00 INCHES; THICKNESS 25 MM

ELECTRICAL WORKS

MISCELLANEOUS

Dismantling of identified existing feeder module including components (Existing spare feeder - SFU type of 415V Switchboard by OEM M/s C&S Electric Ltd.) in Propane 415V MCC (MCC-325) including disconnection, removal and replacement (as required) of its components, handing over of removed components to owner and Supply, installation, testing and commissioning of FVNR-100 motor feeder for CBD Vessel Pump motor (30~45kW) having SFU, Contactor and Motor Protection Relay (L&T make MPR-300 or equivalent) as per MV switchboard datasheets and existing switchgear drawings attached with Tender, complete in all respects including modification to mount new relays, meters etc., control and auxiliary power wiring, complete with terminals for power and control cables termination, panel doors ( wherever existing panel doors are not matching with new feeders), including all labor & material as per tender specification and directions of engineer-in charge. [ NOTE - Bidder is requested to refer existing Propane MCC Vendor drawing and Propane MCC room equipment layout for details, which is attached as ANNEXURE-A to Electrical SOW ]

Supply of hazardous area (suitable for Zone-2, Gas group -IIA/IIB, Temp. class-T3) addressable type break glass type fire alarm boxes (Manual call point- MCP) suitable for outdoor location as per data sheets, EIL standard specification no. 6-51-0076, approved drawings, specifications of this tender and directions of Engineer-in-charge.

Modification / upgradation of existing Fire Alarm & associated system software (including graphics) / hardware (in PLC / Fire Alarm Panel) , as required, to add new MCPs in CBD Vessel Area. This shall be done / executed through by existing OEMs of Fire Alarm & associated systems only. [ NOTE - Make of existing FA system PLC is M/s ABB India Ltd. and this Plc is located in existing LPG Control Room]

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

With stop (latching type) push button.

PLUGS, SOCKETS AND JUNCTION BOXES

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, 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 4 way JB complete with 3 Nos. FLP cable glands and 1 Nos. blocking plug suitable for cables upto 3C x 4 sq. mm YWY / XWY cable.

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.

2 C x 2.5 sq. mm

3 C x 2.5 sq. mm

3 C x 4 sq. mm

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

3.5 C x 35 sq. mm

3.5 C x 50 sq. mm

3 C x 120 sq. mm

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

2 Pair x 1.5 sq. mm

2 Pair x 2.5 sq. mm

6 Pair x 2.5 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.

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.

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 2 to 7 cores and upto 2.5 sq. mm.

All sizes from 8 to 19 cores and upto 2.5 sq. mm.

STRAIGHT THROUGH JOINTS

Supply and Making of cold 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.

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.

450 mm wide Straight run cable tray.

Horizontal bends for 450 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.

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.

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

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.

HAZARDOUS AREA LIGHTING FIXTURES AND ACCESSORIES

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

Type FLP-LED-4 Fixtures.

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.

LIGHTING / POWER PANELS AND DISTRIBUTION BOARDS

240V SPN UPS Sub-DB : Supply, installation, connection, testing and commissioning of safe area 240V, 40A ( min), 10KA for 1 sec. type power DB, having CU bus bar, wall mounting type, dust- tight (with hinged cover) sheet steel enclosure having 40 A, SPN DP MCB incomer with ELCB and 6 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 - This SPN 6-way Sub-DB is for the purpose of new UPS Sub-DB in LPG Sphere Control Room ]

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).

WIRING

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

3 C x 4 sq. mm

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.

Supply, Installation, Testing and Commissioning of maintenance free Chemical earth electrode complete with earth pit and all necessary materials including excavation of earth pit, filling with maintenance free chemical for ease of operation and maintenance, back filling, providing necessary brick work, connections, including all labour and materials as per approved drawings, specifications of this tender and directions of engineer-in-charge

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.

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.

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

FIRE ALARM SYSTEM

Installation, termination, connection, testing and commissioning of following fire alarm panel including Power Pack and battery backup system and all associated items, including transportation from store/yard to site at the place of installation, assembling and installation on foundation or fixing to wall or steel structures, aligning, levelling, grouting, termination and connection of cables, making earth connections etc., including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

Break glass type fire alarm boxes.

Supply of flameproof and weatherproof type fire alarm junction box (FAJB) with Krone/screw type terminals, including supply of flameproof double compression cable glands and flameproof plugs to block the unused entry including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

FAJB auitable for Gas group - IIA/IIB, temperature class T3 with 2 nos 2 Pair incoming cable(s) and 2 nos 2 Pair outgoing cable(s)

Installation, testing and commissioning of flameproof and weatherproof type fire alarm junction box (FAJB) suitable for gas group IIA/IIB or IIC, temperature class T3 with Krone/screw type terminals, including termination and connections of incoming and outgoing non-jelly filled cables, excluding supply of flameproof double compression cable glands, including all labour and materials, as per specifications of this tender and direction of Engineer-in-Charge.

FAJB with 2 nos 2 Pair incoming cable(s) and 2 nos 2 Pair outgoing cable(s)

LAYING OF COMMUNICATION / FIRE ALARM CABLES

Horizontal and vertical laying/pulling through of communication/fire alarm cables of the following overall diameters in ready trays/trenches/conduits or supported on structures including supplying and fixing of GI saddle and saddle bars, stainless steel strip number tags, 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 of overall dia. upto 35 mm.

STRAIGHT THROUGH JOINTS COMMUNICATION / FIRE ALARM CABLES

Making of straight through joints for polyethylene insulated armoured jelly filled/ non filled overall PVC jacketed, including supply of all necessary materials for the joint, including all labour and materials, as per approved drawings, specifications of this tender and directions of Engineer-in-Charge.

For Non-Jelly filled cables of size 2.5 mm² 2 pair

For Non-Jelly filled cables of size 2.5 mm² 6 pair

For Non-Jelly filled cables of size 1.5 mm² 2 pair

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 including 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.

Stone dust grading Zone-II, grading limits as per IS-383.

PAINTING & MARKING

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 2 inch and Upto 4 inch in height/length

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 7-52-0432/1112

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 7-52-0437/0438/1131/1132

SERVO TYPE TANK GAUGES

Installation/ interconnection of Servo type Gauges with/ without Tank Farm Management (TFM) System components. Installation of Gauge, Isolation ball valve, Calibration chamber on flanged equipment nozzle, with or without still well, Junction boxes with barriers, power switch, all Electrical connections but exclusive of Supply of Instrument, still well and Calibration/ Setting of gauges.

Servo Gauge Installation

Installation of Still well (8" and above) of Carbon / Stainless steel

RADAR LEVEL INSTRUMENTS

Installation of radar sensor and antenna, flanged type connection on equipment nozzle/ rail mounting with/without still well, but exclusive of supply of instruments. Installation of electronics units (total system for indication, transmission, marshalling etc. for one tank), including mounting on Yoke, supply of angle tray with supports, fabrication and erection of supports and laying of cable up to instrument/probe with clamps, termination of cables at both ends, but exclusive of supply of Instruments, supply of yokes and Calibration.

Installation of Top Mounted Radar

Installation of Still well (4"/6") of Carbon/Stainless steel

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

DETECTOR SYSTEMS

Installation of LEL and H2S detectors/monitors, beacon lights and hooters including supply of supports but exclusive of Supply of Detectors, Yoke and Calibration.

LEL Detectors.

Beacon Lights

Hooters

MISCELLANEOUS ITEMS AND DEVICES

Mounting of Miscellaneous instrument items as listed below on Yoke; fabrication and erection of Supports and including installation of instrument items, painting of supports but exclusive of Supply of Instrument items, Piping/ Tubing material / Calibration and supply and erection of Yoke support.

Electronic Local Indicator.

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

Tank Level Instrument (Radar type)

Servo Type Tank Gauges

Electronic Local Indicator

LEL Detectors

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

Tank Level Instruments (Radar type)

Electronic Local Indicator

Gas Detectors

Hooter / Beacon

Miscellaneous Instruments / Transmitters

SUPPLY ITEMS

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

Pressure Gauges

Temperature Elements - RTD with thermowell

Pressure Transmitter

Type: Non-contact type Radar Level Instrument, Smart Transmitter with integral display Power supply: 24 VDC Loop powered Gauge Head: 4" Flanged connection, Top mounted Flange Material: SS316L Accuracy: +/- 2mm Output: 4-20 mA Hart 1/2" cable entry connection

S.S. Tubes -1/2"OD 316L, 153 Kg/CM2

Loop Powered Indicator 24 V DC 4-20 mA

Emergency Push button assembly - Break Glass type,NC, Spring Return, Contact rating - 24 V /110V DC, 0.5A/ 2A (as per specification), WP to IP-55 & Explosion proof to IEC Zone 1, Gas group IIA, IIB,IIC T3 with cable entry size - 1/2" NPTF including 1/2" cable glands Ex-proof to Ex'd' - IIA, IIB,IIC and statutory certification as required.

Weatherproof & Flameproof Adapter for cable gland suitable for Gas Gr.IIC : 3/4"NPT(M) x 1/2" NPT(F)

Weatherproof & Flameproof Adapter for cable gland suitable for Gas Gr.IIC : 1/2"NPT(M) x 3/4" NPT(F)

Weatherproof & Flameproof 1/2" NPT Plugs

Weatherproof & Flameproof 3/4" NPT Plugs

Weatherproof & Flameproof 1" NPT Plugs

LEL Gas Detector

Beacon Lights suitable for non hazardous area

Hooters suitable for non hazardous area

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

Thermal Relief Valve, 1" x 2", Body & Bonnet: CS

Supply of Junction boxes of various types and specifications

Junction Box, Weatherproof type for 6 Pair Cable

Junction Box, Weatherproof + Flameproof (Gas Groups -IIC) type for 8 Triad Cable

Junction Box, Weatherproof + Flameproof (Gas Groups -IIC) type for 6 Pair Cable

Junction Box Weatherproof + Flameproof (Gas Groups -IIC) for 2 Core X 10/16/35 mm2 Power Cable including double compression type cable glands of Ni plated Brass material for incomer and outgoing cables.

Supply of Cable glands of various types and specifications

Weatherproof double compression type Cable gland, Ni plated Brass material with PVC shroud, 1 1/4" NPTM

Weatherproof double compression type Cable gland, Ni plated Brass material with PVC shroud, 1" NPTM

Weatherproof double compression type Cable gland, Ni plated Brass material with PVC shroud, 1/2" NPTM

Weatherproof double compression type Cable gland, Ni plated Brass material with PVC shroud, 3/4" NPTM

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type,Ni plated Brass material with PVC shroud, 1 1/4" NPTM

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

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

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type,Ni plated Brass material with PVC shroud, 3/4" NPTM

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type, Ni plated Brass material with PVC shroud, 1 1/4" ET with check nut

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

Double compression type Cable gland, weatherproof + Flameproof (Gas Group IIC) type, Ni plated Brass material with PVC shroud, 3/4" ET with check nut

Supply of plugs for cable entries of various types and specifications

Plug, weatherproof + flameproof (Gas Group IIC) type, Ni plated Brass material material, 3/4" NPTM

Plug, weatherproof + flameproof (Gas Group IIC) type, Ni plated Brass material material, 1/2" NPTM

Plug, weatherproof + flameproof (Gas Group IIC) type, Ni plated Brass material material, 1" NPTM

Plug, weatherproof + flameproof (Gas Group IIC) type, Ni plated Brass material material, 1 1/4" NPTM

Supply of compression tube fittings in Stainless Steel of various types and specifications

Male Connector: Material: SS-316 : Size: 1/2" NPTM X 1/2" OD 153 Bar

Male Connector: Material: SS-316 : Size: 1/4" NPTM X 1/2" OD 153 Bar

Female Connector: Material: SS-316 : Size: 1/2" NPTM X 1/2" OD 153 Bar

Tube Union: Material: SS-316 ; Size: 1/2" OD x 1/2" OD 153 Bar

Tube Cap; Material: SS-316 ; Size : 1/2" OD 153 Bar

Supply of 3 way 2 valve manifold designed for use with pressure gauge, with block and bleed valves 3/4" plain end with minimum 100 mm nipple extension as inlet connection, threaded 1/2" NPTF threaded gauge connection with union nut and tail piece, 1/2"NPTF drain connection, for line pressure class upto 600#, with minimum cold working pressure of 102 Kg/cm2g, seat leak test pressure 112Kg/cm2g , shell leakage test pressure of 153kg/cm2g

Straight type SS316 body

Supply of instrument tubes of different types and specifications

SS316L tube 1/2" OD 153 Bar

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 weatherproof and flameproof three way junction boxes for Power 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 2C x 2.5 mm²

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

Laying of power cables on ducts, main trays, perforated trays, angle trays, trenches (including through IRCs) 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

For cable size 2C x 2.5 mm²

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 300mm (W) X 30mm (H)

Tray of 150mm (W) X 30mm (H)

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

Opening of the existing ducts, assignment of spare availabilty for laying new cables, making space for cable laying and closing of duct after cable laying including rectification of defects caused during cable laying.

Duct of size 1200mm (W) x 400mm (H)

CANOPY FOR INSTRUMENTS AND JUNCTION BOXES

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

FRP Canopy (All sides closed) - Field Instruments

FRP Canopy (All Side Closed) - Neck Mounted Instruments

FRP Canopy For Junction Box - Front Side Open

FRP Canopy for RTD / Thermocouple

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

FRP Canopy (All sides closed) - Field Instruments

FRP Canopy (All Side Closed) - Neck Mounted Instruments

FRP Canopy For Junction Box - Front Side Open

FRP Canopy for RTD / Thermocouple

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

Deployment of Instrument Technicians along with required test equipments, tools & tackles for Calibration /Re-Calibration of field instruments, Functional Checks of Instruments, any other requirement as & when required as per the instructions of Engineer-in-charge. One manday is 8 Hrs duty.

Deployment of Instrument Technicians

Deployment of Electrician with all the required tools and tackles as per the instructions of Engineer-in-charge.One Man Day is 8 Hrs Duty.

Deployment of Electrician

Deployment of Helpers (Semi skilled) with required tools & tackles as per the instruction of Engineer-in-Charge.One Man Day is 8 Hrs Duty.

Deployment of Helper

Augmentation of existing PLC with hardware and software as per job specifications and datasheets for the new signals as required which includes activities like termination of new cables in existing panels, graphics modification, supply of necessary relays, barriers, isolators, etc. to interface new signals with existing PLC (Make: GE Fanuc), etc.

Augmentation of existing PLC with hardware and software as per job specifications and datasheets.

Supply of Servo type Level Instrument with associated accessories, External powered, 6" flanged connection, top mounted, Output 4-20mA as per job specifications & datasheets attached elsewhere in the tender.

Servo type Level Instrument with associated accessories as per job specifications and datasheets.

EQUIPMENT - ROTATING

Rotating Equipment

Transportation of Rotating equipment & miscellaneous items from store yard to site, assembly of all sub-assemblies and components, placing and mounting the equipment and accessories on Vessel Nozzle, including providing of platform or mounting plate grouting (including supply and application of non-shrink grout material), rectifying defects if any and completing the work in all respects as per vendor drawings & other specifications etc. pre-commissioning & commissioning of all free issue material (FIM) rotating equipment (CBD vessel pump Tag no. 100-P-101A/B) at site, Handing over to client etc.

EQUIPMENT - STATIC

EQUIPMENT ERECTION

TOUCH UP PAINTING (PAINT FREE ISSUE) OF ERECTED EQUIPMENT

Rubdown and touch up/repair of primers & finish paint on C.S vessels, wherever required as per attached specification, providing scaffolding for all heights, labour, tools and tackles, consumable other than primer & paint (paint & primer shall be free issue to contractor), supervision etc. to complete the work in all respect as per specifications, drawings, equipment details for painting and direction of Engineer in- Charge for all type of equipment. The surface area is for all temperature ranges & equipment as per applicable specification . Note: Surface preparation and application of shop primer, shop primer including finish paint shall be done by equipment supplier at their works. The material for touch up paint /primer shall be supplied by contractor.

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

Equipment weighing less than 30 MT but 10 MT and Above

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.

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 6.0m and upto & inclusive of 7.5m 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

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.

Earth work in EXCAVATION below ground level for all kinds of works in SOFT ROCK as classified in specification for a depth beyond 6.0m and upto & inclusive of 7.5m 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.

Earthwork excavation by blasting hard rock

Earthwork in EXCAVATION below ground level for all kinds of works by BLASTING IN HARD ROCKS, 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 in EXCAVATION below ground level for all kinds of works by BLASTING IN HARD ROCKS, for a depth beyond 6.0m and upto & inclusive of 7.5m 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.

SHORING AND STRUTTING

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

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

Backfilling after execution of work

Transporting & Disposing the SURPLUS EARTH AND DEBRIS

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

Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from construction area beyond the initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM 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 area beyond the initial LEAD OF 3.0KM AND UPTO & INCLUSIVE OF 5.0KM 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 area beyond the initial LEAD OF 5.0 KM AND UPTO ANYWHERE within 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).

Transportation of ROCK material

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 BEYOND INITIAL LEAD OF 100M AND UPTO 1KM to the area of disposal 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).

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 beyond initial LEAD OF 1.0KM AND UPTO & INCLUSIVE OF 3.0KM to the area of disposal 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).

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 beyond initial LEAD OF 3.0KM AND UPTO & INCLUSIVE OF 5.0KM to the area of disposal 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).

Transportation of ROCK material coming out of operation of item Nos. 01CS.1.2 to 01CS.1.5 beyond initial LEAD OF 5.0KM AND UPTO the area of disposal ANYWHERE WITHIN 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).

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-25 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-25 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.

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-25 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.

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.

Precast Elements - Non FIM Items

Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-30 grade with 20mm and down size graded crushed stone aggregates/ gravel, each unit beyond 2000 kg and upto and inclusive of 4000 kg. for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or non skid finish as specified, 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 for Columns, Beams, Slabs, Walls, etc. of Buildings for all depths below and upto & inclusive of plinth level, including strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.

Expansion joints - Non FIM Items

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

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

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

STRUCTURAL STEEL WORKS SPEC NO. 6-68-0006

General Steel Works - Non FIM Items

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

Supplying, transporting, storing, fabricating & erecting in position and testing/ examining bolted and/ or welded STRUCTURAL STEEL WORKS of Grade E250A / E250BR / E250B0 (confirming to per IS:2062) at all locations and levels MORE THAN 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).

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).

Making openings in galvanized grating for pipes / ducts etc., at all levels and at at all locations by cutting the existing grating and providing 50x6 galvanised flat as toe protection for the openings by welding and application of galvanized paint as per EIL Standard No. 7-68-0697, all complete. Payment shall be made as per number of openings.

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. "

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.

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

Brickwork - Non FIM Items

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

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

RCC - Non FIM Items

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

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

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

Making cut-outs in RCC slab/ wall upto a thickness of 400mm (taking all necessary safety precautions) by vibration-less spark-free mechanical means like core-cutting, wet cutting by diamond wall saw system at all depths & heights including supply of all tools & tackles, necessary scaffolding etc. cutting of reinforcement bars, disposal of unserviceable material, plastering & finishing the cut surfaces, all complete as specified and directed by the Engineer-in- Charge (Measurement on Plan/ Elevation Area basis).

Cutting/ Dismantling RCC work in pavement, slabs, beams, columns, etc upto a depth of 450 mm by using vibration-less spark-free Diamond Saw Cutter of make HILTI (or equivalent) at all depths & heights, in hazardous areas within process units & offsite which are fire prone due to presence of hydrocarbon vapours etc. taking elaborate precautions for dismantling as per fire permit, clearance etc. and work is to be done with extreme caution. The work item includes cost of all necessary accessories, tools & tackles including diamond saw cutter, disposal of RCC Debris upto lead of 100 m & for all lifts (taking all safety precautions) including cutting reinforcement bars, embedded structural steel members, with necessary scaffolding, propping and underpinning etc. for all elevations with all labour and materials, all complete as per drawings, specifications and directions of the Engineer-in-charge. Payment will be made per sq.m.of cross-sectional cut area. Contractor to submit dismantling plan prior to start of dismantling. Dismantling shall be planned in such a way that each cut piece shall weigh not less than 1.6 MT.

PCC _ Non FIM Items

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

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)

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 .

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)

Supply of Safety Personnel

Supply of HSE personnel SAFETY STEWARD over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

Supply of HSE personnel SAFETY SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

Supply of HSE personnel SAFETY OFFICER over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

Supply of HSE personnel HOUSE-KEEPING SUPERVISOR over and above the requirement as specified in EIL Standard Specification No. 6-82-0001 at site as per the written instructions of Engineer-in-charge (the rates shall be inclusive of all other payments such as PF, ESI, other benefits payable to the workmen as per the prevalent labour laws).

GENERAL CIVIL

Compound wall/ Chain Link Fencing/ Barbed wire fencing works

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

SITE GRADING & ROCK CUTTING FOR SITE GRADING

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

ROADS & FLEXIBLE PAVEMENT (UPTO WBM/WMM LAYER)

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

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

CONCRETE PAVEMENTS

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

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

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

Supply of all materials and Construction of DRY LEAN CEMENT CONCRETE SUB-BASE (7 days compressive strength of 10.0 MPa) with 26.5mm and down size aggregate including 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-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.

FLEXIBLE PAVEMENTS WEARING COURSE and miscellaneous road works

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

Providing and Laying of Dense bituminous macadam of the of 60mm compacted thickness as per Section 505 of MORTH Specification of Road & Bridge works, including supply of all material, preparation of underlying course, application of tack coats over underlying bituminous surface, preparation of mix, spreading, rolling etc. complete as per drawings, specifications and directions of Engineer -in-Charge.

Supply of forged/ cast fittings

Supplying the following forged fittings and flanges, conforming to piping material specifications of tender documents and delivering the same to Owner's stores/workspot etc. all complete as per the directions of Engineer-in- Charge.

Elbow 90 Degree for following Nominal Sizes and Piping Material Class

Dia. 6 Inch Pipe Class A94A

Dia. 4 Inch Pipe Class A94A

Dia. 16 Inch Pipe Class A94A

Dia. 4 Inch Pipe Class B1A

Elbow 45 Degree for following Nominal Sizes and Piping Material Class

Dia. 6 Inch Pipe Class A94A

Dia. 4 Inch Pipe Class A94A

Dia. 16 Inch Pipe Class A94A

Equal Tees for following Nominal Sizes and Piping Material Class

Dia. 16 Inch Pipe Class A94A

Dia. 4 Inch Pipe Class B1A

SW Coupling's 3000 rating for following Nom Sizes and Piping Material Class

Dia. 1 Inch Pipe Class A94A

Concentric Reducer for following Nom. Dia. 1 x Nom. Dia. 2 and Piping Material Class

Nom. Dia. 1 6 Inch Nom. Dia. 2 4 Inch Pipe Class A94A

Supplying the following blind flange assembly consisting of flange, blind flange, nuts, bolts, gasket etc. complete conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class

Dia. 1 Inch Pipe Class J2A

Dia. 4 Inch Pipe Class J2A

Dia. 4 Inch Pipe Class A94A

Dia. 4 Inch Pipe Class B1A

Supplying the following spectacle blind assembly consisting of two number flanges, spectacle blind, nuts, bolts, gasket etc. complete conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class

Supplying the following spectacle blind conforming to piping material specifications of tender documents and all complete as per the directions of Engineer-in-charge. For following nominal size and piping material class

Dia. 4 Inch Pipe Class B1A

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

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

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

Brick Class 5

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

All materials including cement supplied by the Contractor.

MISCELLANEOUS ITEMS

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.).

Modification Works

Removal and re-installation of fire hydrant

Removal and re-installation of firefighting equipment (Fire Hydrant), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

Removal and re-installation of fire monitor

Removal and re-installation of firefighting equipment (Fire Monitor), including isolation valve and transporting the equipment, valve, flanges from removal point to work spot, and fixing of nuts, bolts, washers, gaskets as needed for fixing the equipment with matching flange etc. complete, including plugging the existing branch with blind flange as per specification, drawings and directions of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material).

NDT Testing

RADIOGRAPHY :- Performance of radiographic inspection on piping of all types & thicknesses including providing or hiring of all necessary equipment and whatever else even though not expressly mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge. Radiographs shall be submitted to the Engineer-in-charge. (Repeat Radiography due to defective radiograph on repaired joints due to Contractor's fault and for additional radiography necessitated due to poor performance of contractor's welders shall be done at contractor's cost) Note: Unit for radiography quantity is 'Nos of circumferential weld joints'.

FOR JOINTS THK. <= 8MM (FOR CS OTHER THAN CLASS lV OF SPEC FOR NDT REQUIREMENT OF PIPING)

Nominal Dia. 4 Inch

Nominal Dia. 6 Inch

Nominal Dia. 16 Inch

Installation of Valve

Transportation of all kind of valves( including special and motor operated valves) from owner's storage point to contractor's store/ work site and installation of valves for all rating including assembly of valve accessories, if any, fixing of gaskets, bolts/ nuts etc. complete as per specifications drawings and direction of Engineer-in-charge including returning all unused/ surplus material to owner's storage point (valves along with accessories shall be supplied by owner as free issue material)

Flanged/ Wafer Valves

Nominal Dia. 16 Inch

Restriction Orifice

Supplying of Restricted orifice plate including manufacture, delivery to owner's storage point all complete as data sheet, specifications, drawings and directions of Engineer-in-Charge. For following nominal sizes of pipes and Piping material class.

Nominal Dia. 6 Inch Piping Material Class A94A

Dismantling works

Removal of existing A/G piping

Removal of existing A/G piping of all thickness including cutting, unbolting of flanged joints / cutting of pipe lines wherever required, removing supports, all fittings, flanges etc., cutting of pipes in appropriate lengths for transporting purpose, transporting all material to owner's storage point within the complex as designated by Owner including stacking of material and disposing of waste etc. as instructed by Engineer - in - charge.

For C.S. A/G Pipe of following nominal dia.

Nominal Dia 4 Inch

Nominal Dia 6 Inch

Nominal Dia 16 Inch

Dismantling/ Removal of A/G Valves

Dismantling/ Removal of valve installed in A/G piping including unbolting, cutting as required, providing supporting/ lowering arrangements and any other arrangements including providing all tools and tackles required, taking all safety precautions etc. complete as per specifications drawingsand direction of Engineer-in-charge including transportation of dismantled valve, bolts and gaskets to the owner's storage point. For Flanged/ Wafer Valves of following nominal size

Nominal Dia 16 Inch

Painting of A/G pipes and valves

Supply of paints and primers, preparation of surfaces and application of primer and finish paints, identification (Line numbering), lettering, colour bands, colour coding etc. as specified including rubdown and touch up of shop primer wherever required, providing scaffolding for all heights, labour, material, tools and tackles, consumables supervision etc. to complete the work in all respects as per painting specification, drawings and direction of Engineer-in-Charge for all types of un insulated piping and insulated piping as specified including all pipes, fittings, flanges, supports, valves etc. Surface preparation by blast cleaning and application of first coat of primer (inorganic zinc silicate, F9) shall be done in fabrication yard prior to erection. The identification marks of the piping and joints shall be noted before blasting and the same shall be transferred on primed surface with Polyurethane paint (F2) or as per the instructions of Engineer-in-Charge. Notes: 1. All joints (fabrication as well as erection joints) shall be left unpainted till hydro testing. 2. No extra payment shall be made for identification (line numbering etc.) of insulated and uninsulated lines.

Painting of uninsulated surfaces for 'Industrial ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following pipe sizes

Nominal Dia. 1 Inch

Nominal Dia. 6 Inch

Nominal Dia. 4 Inch

Nominal Dia. 16 Inch

Nominal Dia. 2 Inch

Painting of uninsulated surfaces for 'Industrial ' environment as per painting specification for CS piping for design temp group: -14 to 80 (Deg C) including surface preparation. For following valve sizes

Nominal Dia. of valve 4 Inch

Nominal Dia. of valve 1 Inch

Fabrication and Erection of piping (underground)

Carbon Steel Piping (Non IBR), Thickness <=10 mm

Fabrication, For the following nominal sizes

NB 2 inch - 6 inch

Erection including corrosion protection coating, for Waste Water Collection System (Gravity Flow), for following Nominal Sizes

NB 2 inch - 6 inch

Extra Over respective underground piping erection items but for excavation in soft rock for pipe trench, saddle etc. disposal of surplus/ unserviceable material to demarcated areas anywhere within the complex limit etc.

Fabrication and Erection of piping (Above ground)

PIPING (ABOVE GROUND): Transportation of all piping items from owner's storage point to work site/workshop, fabrication including cutting, edge preparation (including grinding the edges of pipe, fittings, flanges etc. to match with the mating edges of uneven/different thickness wherever required), fitup, bending, preheating wherever required, welding, threading, and laying of pipes of all type and thickness over pipe sleepers, overhead on racks and at all elevations, connecting with equipment nozzles, strainers, orifice assemblies, tapping for pressure gauges etc., fixing of gaskets, bolts, nuts including application of torque wherever required and all other inline instruments and fitting like elbows, reducers, tees, vents, drains, SW valves upto 1.5 NB, alignment, cleaning & flushing by water/compressed air, hydrostatic, pneumatic, vacuum, spark testing and any other type of testing as specified, draining, drying by compressed air completing all such works in all respects (including preparation of isometrics as mentioned in the scope of work for the job) as per drawings, specifications and instruction of Engineer-in-charge. (Pipes and fittings shall be supplied by owner as free issue material)

Carbon Steel Piping (Non IBR), Thickness <=10 mm

Fabrication, For the following nominal sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 16 inch -24 inch

Erection , for Water System (Pressure Piping), For following Nominal Sizes

NB upto 1.5 inch

NB 2 inch - 6 inch

NB 16 inch -24 inch

Supply, fabrication and Erection of piping (Above ground)

Fire water spray/ sprinkler/ detection system G.I. PIPING A/G (Screwed)

Supplying and laying ABOVE GROUND mild steel galvanized pipes for Fire water spray system/ sprinkler system/ detection system as per piping material specification including supply of reducing tees, fittings, elbows, nipples, Teflon tapes, white lead etc., cutting the pipes to required lengths, making threads, including laying of pipes on pipe rack, sleepers, T-supports, erection of piping on equipments, pumps etc. including joining of pipes and fittings with threaded/flanged connections, including installation of spray nozzles, Quartzoid bulb detectors, restriction orifice, flanges, break-up flanges, gaskets and bolts, hydrostatic testing of the piping including supply of necessary fittings etc. complete as per specifications, drawings and instructions of Engineer-in-charge.(Spray nozzles, restriction orifice, flanges and break-up flanges shall be paid separately under separate SOR/ shall be given as free issue to the contractor.) For following nominal sizes and piping material class.

Dia. 2 Inch PMS J2A

Dia. 4 Inch PMS J2A

Dia. 1 Inch PMS J2A

Dia. 6 Inch PMS J2A

Supply of Carbon steel pipes

Supply of Carbon steel pipes as per Piping material class including transportation of all material to owner's store complete as per drawings, specifications and instruction of Engineer-in-Charge. For following nominal size and piping material class.

Nominal Dia. 6 Inch Piping Material Class A94A

Nominal Dia. 4 Inch Piping Material Class A94A

Nominal Dia. 1 Inch Piping Material Class A94A

Nominal Dia. 16 Inch Piping Material Class A94A

Nominal Dia. 4 Inch Piping Material Class B1A

Supply and installation of valve assembly, flange assembly etc.

Supply and installation of valve assembly consisting of valve, 2 no. flanges, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

Gate valve assembly for following nominal sizes and piping material class

Dia. 4 Inch PMS B1A

Supply and installation of valve for following sizes and piping material class as per drawings, specifications and directions of Engineer-in-Charge.

Dia. 1 Inch PMS A94A

Supply and installation of valve assembly consisting of valve, 1 no. flange, 2 no. gaskets and 2 sets of nuts & bolts per valve assembly, erection of valve in position including fixing of nuts, bolts, gaskets, washers etc. complete as per drawings, specifications and directions of Engineer-in-Charge.

Dia. 4 Inch PMS A94A

Supplying the flange assembly conforming to piping material specifications and delivering the same to owner's stores/ work spot etc. Flange assembly shall consist of 2 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class

Dia. 2 Inch PMS J2A

Dia. 1 Inch PMS J2A

Dia. 4 Inch PMS J2A

Dia. 16 Inch PMS A94A

Supplying the flange assembly conforming to piping material specifications and delivering the same to owner's stores/ work spot etc. Flange assembly shall consist of 1 no. flanges along with one no. matching gasket and one set of matching nuts &, bolts. All complete as per specifications and directions of Engineer-in-Charge. For following nominal size and piping material class

Dia. 16 Inch PMS A94A

fire fighting equipment's

Supply and installation of Deluge Valve skid

Supply, Installation, erection, testing and commissioning of UL/FM listed/approved Deluge Valve Skid (consisting of deluge valve, strainers, solenoid valve, air pressure regulator, limit switches, pressure gauge, pressure transmitters, inlet/ outlet valves, drain valve, priming valve, vent valve including alarm motor gong, fittings, local control panel including bypass connection to deluge valve along with strainer and ball valve etc. complete) actuated through air (pnuematic) detection system including placing the skid at the designated location and fixing with anchoring bolts, connecting the water inlet and system piping, connecting detection network piping, fittings etc. complete for deluge valve skid as per specification, drawings and directions of Engineer-in-Charge. For the following DV skid size ( Inlet/ outlet/ bypass fire water line size - Deluge Valve size - )

Inlet/ outlet/ bypass fire water line size 6 Inch Deluge Valve size 4 Inch

Supply, installation, testing and commissioning of following firefighting equipment as per relevant specifications, data sheet, drawing, including transporting the equipment to worksite, fixing of nuts, bolts, washers, gaskets, welding needed for fixing the equipment with matching flange etc. all complete as per drawings, specifications, standards, data sheet and direction of Engineer-in-Charge.

Water cum foam monitor of 750 GPM capacity

Stand Post Type Fire Hydrant with Pumper Connection

Supply of medium velocity spray nozzles with 1/2" NPT fixing arrangement with MS half coupling to Owners storage point, testing etc. all complete as per specification, drawings, data sheet and directions of Engineer-in-Charge. For nozzle of following K factor

K factor 30

Quartzoid bulb detectors

Supply, installation, testing and commissioning of quartzoid bulb detectors with 1/2" NPT fixing arrangement including MS half coupling at locations as per data sheets, drawings and directions of Engineer-in-Charge.

Actuation Temperature 79 °C

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)

Enprocon Enterprise Limited (BID ID -855556)

AMARENGINEERING COMPANY (BID ID -853298)

binod enterprises (BID ID -853127)

Enprocon Enterprise Limited (BID ID -855556)

AMARENGINEERING COMPANY (BID ID -853298)

binod enterprises (BID ID -853127)

Bidder Name

Enprocon Enterprise Limited