Chennai Petroleum Corporation Limited Tender
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Chennai Petroleum Corporation Limited - CPCL Tender
Civil And Construction
Eprocure
Opening Date26 May 2018
Closing Date18 Jun 2018
Tender AmountRefer Documents
Costs
EMD
₹ 2,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DGMMC_4734_1Bid Award Id
ViewTender No
EPCC/CPCL/RLNG/204Tender Authority
Chennai Petroleum Corporation Limited ViewPurchaser Address
-Website
http://https://www.cpcl.co.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Fabrication and erection of pipes and all types of fittings like elbows, tees, strainers, reducers, half couplings, etc, all types of flanges like slip on/raised face, etc spool pieces for types of inline instruments, installation of all inline fittings/flanges/spray nozzles/rupture discs, etc as applicable, hydro testing, pneumatic testing of all piping lines and systems including hook up of new lines with existing lines, modifications/ rerouting of existing lines if required. Complete as per drawings, specification and instructions of engineer incharge and other related to scope. Piping includes connection of copper or aluminium jumpers for the respective piping/equipment to arrest the static electricity in the system as specified in the drawings.
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Rates to include the following:-
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-
-
Fabrication and erection of piping system, including pipe fittings such as elbows, reducers,
flanges, tees couplings, etc.
-
-
-
All required consumables and labor, etc
-
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-
All work specified in this document and relevant piping specications as applicable.
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Work at all elevations including providing steel scaffoldings as required and with all safety norms.
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Preparation of temporary arrangements/connection required for flushing, etc. Providing compressors for air blowing/drying and pneumatic testing.
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The piping job includes providing shoe supports, wear pads at support locations( for size 2" and above) etc, where ever required(pipe supports form pipe alone shall be provided by the owner). The rate for supply of structural steel, fabrication and erection for the supports shall be paid separately as per the relevant SOR item.
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Job also includes supply of all types of tools and tackles, lifting arrangements like chain pulley blocks, machineries, all consumables and labor to complete the job in all respects, returning back the unused materials to the owners storage point and dumping the generated scarp material to the designated area as per EIC instruction.
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Dismantling of special material and instruments before hydro test and reinstallment of the same after hydro test
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Preparation of final as built drawings
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Reinstallation of control valves, safety valves, final box up of piping system, carrying out leak test of the entire system(using soap solution) along with the equipment, holding the leak test for the period of 24 hours minimum, preparation of line history sheet, depressurizing the system, inertinzing the system by inert gas and making the system ready for precommisioning, hot bolting of joints whenever required or as directed by EIC.
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The rates for the following items shall be exclusive of radiography, stress relieving reinforcement pad welding, blinding or deblinding ( of existing piping system), removal of load piping for replacement.
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The rates of the following items shall be inclusive of shop and site fabrication, laying, erection, welding, shoe supports, supply and erection of scaffoldings, dismantling and removal of scaffolding after completion of job, installation of valves and steam traps of size up to 1 1/2 ", offering stage vise inspection, hydro testing, flushing of new piping system and draining or drying of piping system.
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Installation of impulse piping for differential pressure transmitters/level transmitters/flow transmitters/level transmitters with and without diaphragm seal as per hook drawings attached with tender but exclusive of tubing and instrument installation. Contractor scope includes supply and provision of necessary supports for impulse piping and capillary/painting of impulse pipe/ fabrication and instrumentation of manifolds/laying of capillary on supports. Contractor is responsible for raising material request/material issue indent and collecting the material from stores and transporting the material to contractors store or work site.
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Instrument impulse piping welding shall be paid as per ID/IM basis as per the PMS(pipe class) in this SOR item. Impulse piping radiography,DP test, Hardness test, PWHT where ever required shall be separately paid as per relevant SOR items.
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NON-SHUTDOWN
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SOCKET/FILLET WELDING-ALL ELEVATION
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-
CARBON STEEL UPTO 1.5"
100
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FABRICATION OF BUTT WELDED CARBON STEEL UPTO THICKNESS 10mm
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Up to 1.5"
50
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-
2" to 6"
1163
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-
8" to 14"
1600
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-
16' to 24"
1364
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ERECTION OF CARBON STEEL UPTO THICKNESS 10mm
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-
-
Up to 1.5"
7
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-
2" to 6"
1926
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-
8" to 14"
2500
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-
16' to 24"
2492
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FABRICATION OF BUTT JOINTS OF CARBON STEEL WITH THICKNESS ABOVE 10mm AND UP TO 24mm.
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-
2" to 6"
1140
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-
8" to 14"
1624
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16' to 24"
100
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ERECTION OF CARBON STEEL WITH THICKNESS ABOVE 10mm AND UPTO 24mm
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-
-
2" to 6"
4512
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-
8" to 14"
9200
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-
16' to 24"
100
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-
SHUTDOWN
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-
-
SOCKET/FILLET WELDING-ALL ELEVATION
-
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-
CARBON STEEL UPTO 1.5"
50
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-
FABRICATION OF BUTT JOINTS OF CARBON STEEL UPTO THICKNESS 10mm
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-
-
Up to 1.5"
50
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-
2" to 6"
60
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-
8" to 14"
80
-
-
16' to 24"
70
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-
ERECTION OF CARBON STEEL UPTO THICKNESS 10mm
-
-
-
Up to 1.5"
50
-
-
2" to 6"
100
-
-
8" to 14"
125
-
-
16' to 24"
125
-
-
FABRICATION OF BUTT JOINTS OF CARBON STEEL WITH THICKNESS ABOVE 10mm AND UP TO 24mm.
-
-
-
2" to 6"
20
-
-
8" to 14"
20
-
-
16' to 24"
20
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-
ERECTION OF CARBON STEEL WITH THICKNESS ABOVE 10mm AND UPTO 24mm
-
-
-
2" to 6"
20
-
-
8" to 14"
20
-
-
16' to 24"
20
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-
FABRICATION AND ERECTION OF CARBON STEEL IBR PIPING(AG)
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Fabrication, welding & erection of IBR carbon steel piping of specification including collection of material by raising material issue request/indent and transportation of material using contractors own mobile crane, tractor/trailer. Loading of material at owners warehouse/yard,transportaion unloading of material to the fabrication shop/yard/worksite, proper storage,blinding/deblinding(for new piping system), fabrication including marking,cutting,edge preparation, bevelling, bending, fit-up, welding, threading and laying of pipes of all types and thickness on sleeper,overhead rack, etc providing all branch connections all vents and drains, threading etc,welding all fittings and specials, erection at site including lifting, placing, installing supports, insulation, spacer blocks, etc at all levels and locations. Leveling, aligning, jointing of flanges including insertion of gaskets, orifice plates, spectacle blinds, etc, bolting, jointing by treading or welding, connecting the system to the required other system, equipment, pump,etc. Insulation of valves, steam traps etc of size 1.5" and below shall be considered as piping.
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Installation of all inline fittings/flanges/spray nozzles/rupture discs, etc as applicable, hydro testing, pressure testing of all piping lines and systems including hook up of new lines with existing lines, modifications/ rerouting of existing lines if required. Complete as per drawings, specification and instructions of Engineer-In-Charge. All necessary liasoning, inspection offers, getting approval of drawings, ground inspection, fabrication, installation, hydro test clearance and obtain IBR approval of the system from Chief Inspector of Boiler(Tamil Nadu State) for IBR lines and system. The necessary technical inputs viz. Drawings and materials test certificates shall be provided by the engineer-in-charge.
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Above job include the following:-
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Fabrication and erection of piping system, including pipe fittings such as elbows, reducers, flanges, tees couplings, etc.
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-
All required consumables and labor, etc
-
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-
All work specified in this document and relevant piping speciation as applicable.
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-
Work at all elevations including providing steel scaffoldings as required and with all safety norms.
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-
-
Dismantling of special material and instruments before hydro test and reinstallment of the same after hydro test
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-
-
Preparation of temporary arrangements/connection required for flushing, etc. Providing compressors for air blowing/drying and pneumatic testing.
-
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-
The piping job includes providing shoe supports, wear pads at support locations( for size 2" and above) etc, where ever required(pipe supports form pipe alone shall be provided by the owner). The rate for supply of structural steel, fabrication and erection for the supports shall be paid separately as per the relevant SOR item.
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-
Preparation of final as built drawings
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-
Reinstallation of control valves, safety valves, final box up of piping system, carrying out leak test of the entire system(using soap solution) along with the equipment, holding the leak test for the period of 24 hours minimum, preparation of line history sheet, depressurizing the system, inertinzing the system by inert gas and making the system ready for precommisioning, hot bolting of joints whenever required or as directed by EIC.
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The rates for the following items shall be exclusive of radiography, stress relieving reinforcement pad welding, blinding or deblinding ( of existing piping system), removal of load piping for replacement.
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The rates of the following items shall be inclusive of shop and site fabrication, laying, erection, welding, shoe supports, supply and erection of scaffoldings, dismantling and removal of scaffolding after completion of job, installation of valves and steam traps of size up to 1 1/2 ", offering stage vise inspection, hydro testing, flushing of new piping system and draining or drying of piping system.
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Installation of impulse piping for differential pressure transmitters/level transmitters/flow transmitters/level transmitters with and without diaphragm seal as per hook drawings attached with tender but exclusive of tubing and instrument installation. Contractor scope includes supply and provision of necessary supports for impulse piping and capillary/painting of impulse pipe/ fabrication and instrumentation of manifolds/laying of capillary on supports. Contractor is responsible for raising material request/material issue indent and collecting the material from stores and transporting the material to contractors store or work site.
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Instrument impulse piping welding shall be paid as per ID/IM basis as per the PMS(pipe class) in this SOR item. impulse piping radiography,DP test, Hardness test, PWHT where ever required shall be separately paid as per relevant SOR items.
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NON-SHUTDOWN
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SOCKET/FILLET WELDING-ALL ELEVATION
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Up to 1.5"
50
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FABRICATION OF BUTT JOINT CARBON STEEL IBR UPTO THICKNESS 10mm
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Up to 1.5"
50
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2" to 6"
458
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8" to 14"
50
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ERECTION OF CARBON STEEL IBR UPTO THICKNESS 10mm
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Up to 1.5"
50
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2" to 6"
1007
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8" to 14"
50
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SHUTDOWN
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SOCKET/FILLET WELDING-ALL ELEVATION
-
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Up to 1.5"
50
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-
FABRICATION OF BUTT JOINTS OF CARBON STEEL IBR UPTO THICKNESS 10mm
-
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-
Up to 1.5"
50
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2" to 6"
100
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8" to 14"
50
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-
ERECTION OF CARBON STEEL IBR UPTO THICKNESS 10mm
-
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-
Up to 1.5"
50
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-
2" to 6"
50
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-
8" to 14"
50
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REINFORCING PADS FOR PIPES
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Fabrication of reinforcing pads for pipe connections wherever required (from pipes only supplied by the owner) and erection, fit-up, welding and testing (including DP/MP/pneumatic) if required of the same and as per the specifications, drawings and instructions of the EIC. Note: Sizes mentioned for reinforcing pads are for branch pipe. Contractor shall carry out pneumatic test of RF pad. Cost of all testing shall be included here.
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CS REINFORCING PADS
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NB 2.00
5
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NB 3.00
5
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-
NB 4.00
5
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-
NB 6.00
5
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-
NB 8.00
5
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-
NB 10.00
5
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-
NB 12.00
5
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-
NB 14.00
5
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NB 16.00
5
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NON DESTRUCTIVE TESTING
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RADIOGRAPHY-CONVENTIONAL
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Performance of conventional radiographic inspection on piping of all types and thickness including proving or hiring all necessary equipment and whatever else even though not exclusively mentioned but required to perform the work as per specification and instruction of the EIC. Radiograph shall be submitted to EIC. Repeat radiography due to defective radiography on repaired joints due to contractors fault and additional radiography necessary due to poor performance of contractors welders shall be done at contractors cost.
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While taking radiographs of weld joints, overlaps are to be provided as per the applicable codes. Overlaps of weld length shall not be measured for billing purpose and only circumferential weld length of joints as calculated shall be considered for payment. No payment shall be made for radiographs incase of weld joints require repair. Minimum width of radiography film shall be 4".
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NON SHUTDOWN
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Radiography of weld joints in pipes of various sizes 2" & above.
391
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For sizes 2" & below dia two elliptical shots shall be taken (contractor to quote per joint)
50
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SHUTDOWN
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Radiography of weld joints in pipes of various sizes 2" & above.
50
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For sizes 2" & below dia two elliptical shots shall be taken ( contractor to quote per joint)
20
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DYE PENETRATING TESTING
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-
Performance of dye penetrant test including supply of all necessary materials and consumables such as cotton waste,etc equipment and labor for carryout the work as per specification and direction of EIC. All materials for DP testing shall be used only after clearance from EIC or inspection representative of client.
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Dye Penetration test
50
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STRESS RELIEVING
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Carryout all stress relieving of weld joints on all types of piping as called for onshore/site fabricated already erected system including supply of all material consumables recording devices insulating materials etc providing all normal and special equipment and gadgets, skilled and unskilled labors, specialist supervisory staff and completing the work in all respect as per instruction of EIC. Repeat performance due to defective stress relieving or any other account shall be on contractors cost (payment shall be done only after submission and approval of chart)
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The job involves post weld heat treatment/stress relieving of carbon steel/alloy steel metal surfaces/weld seams or HAZ, etc, shop fabricated or site fabricated or existing piping/static equipment at all grades and elevation.
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This job also includes cleaning the adjoin surfaces, welding of required thermocouples, insulating the portion using super fine glass wool/ asbestos tape, heating the metal surface using a induction heating equipment as per the requirement, specifications, ensuring uniform temperature attainment at all points, recording the temperatures by means of thermocouples/pyrometre/automatic temperature recorders suitably calibrated, removal of insulation, carrying out hardness testing, submitting recorded charts for approval, removal of thermocouple leads as per instruction of EIC.
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The job also includes supplying all types of tools and tackles, machineries, all consumables and labor to complete the job in all respects including transportation of all the required materials to the work site.
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NON SHUTDOWN
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Stress relieving of weld joints in pipes of various sizes (including hardness checking (contractor supplied machine))
20
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-
SHUTDOWN
-
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-
Stress relieving of weld joints in pipes of various sizes (including hardness checking (contractor supplied machine))
10
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-
Hardness testing
-
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Hardness testing by using calibrated digital hardness tester of reputed make approved by owner/PMC and for thin wall thickness it is to be cross checked with PODLY hardness tester (10%) minimum cross check. As per approved procedure and instruction of EIC (Contractor supplied hardness testing machine) the same shall be carried out for weld joints where stress relieving is not done.
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Hardness testing of weld joints in pipes of various sizes
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0.5"
5
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-
0.75"
5
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1"
5
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-
1.5"
5
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-
2"
26
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-
3"
14
-
-
4"
15
-
-
6"
24
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-
8"
19
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-
10"
4
-
-
12"
2
-
-
14"
2
-
-
16"
2
-
-
18"
2
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-
20"
2
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PIPE SUPPORTS
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Supplying structural steel of SAIL/RINL/TISCO/ISPAT conforming to IS: 2062 E 250 GR. B transporting, straighting, cleaning, fabricating and erecting in position, alignment, welding, or bolting (including supply of bolts), for CS/AS material surface preparation by Grit blast cleaning to Swedish specification SIS-05-5900 with grade SA 2 1/2 SSPC-SP-10, proving and applying one coat of inorganic silicate primer at 75 microns DFT/coat of approved make, cleaning the surface of dust and loose particles, touching up of damage primer coat, as required, as per drawings, specification and instructions of EIC.
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Rates to include the following:-
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-
All required consumables and labor, etc
-
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Work at all elevations including supply and erection of steel scaffoldings if required
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Supply of materials like structural steels, paint, grouting, bolts, 'U' bolts and nuts etc.
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Supports of all types of pipes.
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Site welding and modification during erection, if required
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Rolled section of CS (IS: 2062) (Contractor Supply)
3000
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Dummy pipe supports (Including trunion supports) (Pipe shall be free issue). For all materials (CS)
1500
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CS U Clamp galvanized with 4 Nuts and tapper washer
500
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Teflon wear pads (upto 5mm) (Contractor supply)
50
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-
Welding of corrosion wear pads (from pipes only supplied by the owner) for all non-insulated lines of size above 2" as per drawing/specification and instructions of EIC (Applicable for all lines where saddle/shoe supports are not available).Not applicable at guide and anchor locations.
1000
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INSULATION WORKS
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Supply of LRB mattresses, all required materials for corrugated/plan cladding, ceilings, straps, of required thickness and density etc. as per specification, storage and protection of all supplied materials in the covered shed, proving and carrying out hot insulation of the equipment, piping, pipe fittings, valves, etc. surfaces, strapping, and stitching of insulation, providing and fixing MS insulation rings of 35x3 mm flat duly riveted and painted by red oxide primer for insulation supports prior to applying insulation, forming the cladding to the shape of the equipment, heads, fixing of water proof bituminous strips, screwing as per the pitch specified, sealing of joints including providing necessary overlaps, inspection windows with cover as per specification, working at all elevations and floors, including providing necessary skilled labors, consumables, scaffoldings, etc. and completing the work in all respects as per specifications, drawings and instructions of owner/EIC. All SS equipment insulation shall be done with the SS foils prior to the insulation.
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INSULATION OF PIPING INCLUDING FITTINGS, VALVES, FLANGES, ETC.
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Supply of materials, providing and installing LRB mattresses of base ROCKWOOL (of density 120 kg/cu.m) to pipes, pipe fittings, valves, flanges, etc. including necessary cladding, bolting, water proof sealing, labors, consumables, and necessary scaffoldings.
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25 mm Thick hot insulation
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for 0.75" pipe
10
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-
for 1" pipe
10
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-
for 1.5" pipe
10
-
-
for 2" pipe
10
-
-
for 3" pipe
10
-
-
for 4" pipe
10
-
-
for 6" pipe
10
-
-
for 8" pipe
10
-
-
for 10" pipe
10
-
-
for 12" pipe
10
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-
for 14" pipe
10
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-
for 16" pipe
10
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-
30 mm Thick hot insulation
-
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-
for 0.75" pipe
10
-
-
for 1" pipe
10
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-
for 1.5" pipe
10
-
-
for 2" pipe
10
-
-
for 3" pipe
10
-
-
for 4" pipe
10
-
-
for 6" pipe
10
-
-
for 8" pipe
10
-
-
for 10" pipe
10
-
-
for 12" pipe
10
-
-
for 14" pipe
10
-
-
for 16" pipe
10
-
-
40 mm Thick hot insulation
-
-
-
for 0.75" pipe
10
-
-
for 1" pipe
10
-
-
for 1.5" pipe
10
-
-
for 2" pipe
10
-
-
for 3" pipe
10
-
-
for 4" pipe
10
-
-
for 6" pipe
10
-
-
for 8" pipe
10
-
-
for 10" pipe
10
-
-
for 12" pipe
10
-
-
for 14" pipe
10
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-
for 16" pipe
10
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-
50 mm Thick hot insulation
-
-
-
for 0.75" pipe
10
-
-
for 1" pipe
10
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-
for 1.5" pipe
20
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-
for 2" pipe
148
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-
for 3" pipe
10
-
-
for 4" pipe
10
-
-
for 6" pipe
10
-
-
for 8" pipe
10
-
-
for 10" pipe
10
-
-
for 12" pipe
10
-
-
for 14" pipe
10
-
-
for 16" pipe
10
-
-
60 mm Thick hot insulation
-
-
-
for 0.75" pipe
10
-
-
for 1" pipe
10
-
-
for 1.5" pipe
10
-
-
for 2" pipe
10
-
-
for 3" pipe
10
-
-
for 4" pipe
69
-
-
for 6" pipe
72
-
-
for 8" pipe
10
-
-
for 10" pipe
10
-
-
for 12" pipe
10
-
-
for 14" pipe
10
-
-
for 16" pipe
10
-
-
70 mm Thick hot insulation
-
-
-
for 0.75" pipe
10
-
-
for 1" pipe
10
-
-
for 1.5" pipe
10
-
-
for 2" pipe
10
-
-
for 3" pipe
10
-
-
for 4" pipe
10
-
-
for 6" pipe
10
-
-
for 8" pipe
10
-
-
for 10" pipe
10
-
-
for 12" pipe
10
-
-
for 14" pipe
10
-
-
for 16" pipe
10
-
-
100 mm Thick hot insulation
-
-
-
for 0.75" pipe
10
-
-
for 1" pipe
10
-
-
for 1.5" pipe
10
-
-
for 2" pipe
10
-
-
for 3" pipe
10
-
-
for 4" pipe
10
-
-
for 6" pipe
10
-
-
for 8" pipe
10
-
-
for 10" pipe
10
-
-
for 12" pipe
10
-
-
for 14" pipe
10
-
-
for 16" pipe
10
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EQUIPMENT INSULATION
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Hot insulation (Rockwool)
-
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-
30 mm thk
10
-
-
40 mm thk
10
-
-
45 mm thk
10
-
-
75 mm thk
10
-
-
85 mm thk
10
-
-
135 mm thk
10
-
-
Personal protection insulation (cellular glass)
-
-
-
25 mm thk
20
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-
REMOVAL OF INSULATION ON EXISTING LINE
-
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-
Removal of insulation on existing lines for all thickness and type, irrespective of materials and all temperature ranges to perform the hook ups connecting to the existing lines. The removed insulation materials shall be disposed at CPCL's scrap yard through gunny bags. The removed aluminium cladding shall be separately handed over to CPCL scrap yard. The CPCL scrap yard will be within a lead distance of 7 KM from the work site.
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-
0.5"
10
-
-
0.75"
10
-
-
1"
10
-
-
1.5"
10
-
-
2"
10
-
-
3"
10
-
-
4"
10
-
-
6"
10
-
-
8"
10
-
-
10"
10
-
-
12"
10
-
-
14"
10
-
-
18"
10
-
-
20"
10
-
-
24"
10
-
-
PAINTING OF PIPING
-
-
-
Supply of paints and primers, preparation of surfaces and application of primer and finished paints, identification ( line numbering), lettering, colour bands, colour coding etc as specified including rubdown and touch up of shop primer wherever required, providing scaffoldings for all heights, material, tools and tackles, consumables, supervision etc. to complete the work in all respects as per specifications, drawings and directions of EIC for all types of insulated or uninsulated piping, fittings, flanges, supports, valves etc, surface preparation by metal grit blast cleaning and application as specified. The identification marks of the piping and the joints shall be noted before blasting and the same shall be transferred in primed surface with polyurethane paints or as per instructions of EIC.
-
-
-
Providing and supplying all required materials supported with necessary test certificates, carrying out grit blasting and painting of piping systems as per job specification for shop and field painting including supply of all consumables, tools, tackles, scaffolding and providing covered shed etc. Completing the work in all respect as per specification, drawings and instructions of EIC. First coat of paint shall be applied along with grit blasting and repair of primer coat shall be applied after hydro test and before final coat of painting.
-
-
-
Rate to include the following:-
-
-
-
Work at all elevations including supply and erection of steel scaffoldings if required
-
-
-
Temporary arrangement required for executing the job
-
-
-
Surface preparation will be done by grit blasting only, however as per instructions of EIC if grit blasting is not carried out and manual cleaning is only carried out, bidder shall be paid 85% of coated rate.
-
-
-
Painting of uninsulated of piping-temperature range upto 800C Surface Preparation: Surface preparation by grit blasting to Swedish specification SIS-05-5900 with grade SA 2 1/2.
Primer(including repair of shop primer): One coat of inorganic zinc silicate coating (total DFT= 65 to 75 microns min.)
Inner Coat: 01 coat of epoxy zinc phosphate primer (total DFT=40 microns minimum)
Finish paint: 02 coats of high built epoxy finished coating cured with polyamine hardener (total DFT= 200 microns min) and 01 coat of Acrylic-Polyurethane finish paint (total DFT 40 microns min)
-
-
-
Pipes ( This includes painting of flanges, fittings and valves upto 1.5")
-
-
-
0.5"
10
-
-
0.75"
10
-
-
1"
10
-
-
1.5"
10
-
-
2"
453
-
-
3"
73
-
-
4"
207
-
-
6"
916
-
-
8"
1150
-
-
10"
250
-
-
12"
10
-
-
14"
10
-
-
16"
117
-
-
18"
10
-
-
20"
31
-
-
24"
10
-
-
Valves
-
-
-
2"
46
-
-
3"
8
-
-
4"
6
-
-
6"
21
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
14"
2
-
-
16"
5
-
-
18"
2
-
-
20"
2
-
-
24"
2
-
-
Painting of insulated and uninsulated piping-temperature range from 81 to 400 deg C Surface Preparation: Surface preparation by grit blasting to Swedish specification SIS-05-5900 with grade SA 2 1/2.
Primer(including repair of shop primer): One coat of inorganic zinc silicate coating (total DFT= 65 to 75 microns min.)
Finish paint: 03 coats of heat resistant silicon aluminium paint (total DFT 60 microns min).
-
-
-
Pipes ( This includes painting of flanges, fittings and valves upto 1.5")
-
-
-
0.5"
10
-
-
0.75"
10
-
-
1"
10
-
-
1.5"
10
-
-
2"
148
-
-
3"
20
-
-
4"
69
-
-
6"
72
-
-
8"
10
-
-
10"
10
-
-
12"
10
-
-
Valves
-
-
-
2"
13
-
-
3"
2
-
-
4"
4
-
-
6"
5
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
Equipment painting
-
-
-
Surface preparation
-
-
-
SSPC-SP-10
5
-
-
Primer
-
-
-
F-9 @ 65 to 75 micron DFT
5
-
-
Finish paint
-
-
-
2 coats of F-12 @ 20 micron DFT (total DTF = 105 DFT)
5
-
-
Erection of valves
-
-
-
Erection of valves (non tie-in)
-
-
-
Erection of valves (all metallurgy) including collection and transportation of valves from the owners storage point to the site, erection of valves at site including lifting, placing, installing supports at all levels and location, levelling,alinging, jointing with flanges/welding/threading with adjoining piping/piping components, equipment nozzles, placing of prope gaskets,bolting,connecting the system to the required other system, equipment, pumps etc. as per drawings and instruction of EIC and other related scope. Erection of MOV's also included in this SOR item.
-
-
-
Rates to include the following:-
-
-
-
Tighting of glands during commission of the system/ application of grease if require, for gear operated valves and hot bolting of joints wherever required/ as directed by EIC.
-
-
-
GATE/GLOBE/BALL/CHECK/BUTTERFLY valves of 150# (Flanged)
-
-
-
2"
66
-
-
3"
8
-
-
4"
4
-
-
6"
12
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
14"
2
-
-
16"
5
-
-
18"
2
-
-
20"
2
-
-
24"
2
-
-
GATE/GLOBE/BALL/CHECK/BUTTERFLY valves of 300# (Flanged)
-
-
-
2"
5
-
-
3"
2
-
-
4"
3
-
-
6"
2
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
14"
2
-
-
16"
2
-
-
18"
2
-
-
20"
2
-
-
24"
2
-
-
GATE/GLOBE/BALL/CHECK/BUTTERFLY valves of 600# (Flanged)
-
-
-
2"
3
-
-
3"
2
-
-
4"
2
-
-
6"
9
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
14"
2
-
-
16"
2
-
-
18"
2
-
-
20"
2
-
-
24"
2
-
-
Safety Valve
-
-
-
NB 0.75" X 1 inch
5
-
-
NB 2.0" X 3.0 inch
5
-
-
NB 3.0" X 4.0 inch
5
-
-
NB 4.0" X 6.0 inch
5
-
-
NB 6.0" X 8.0 inch
5
-
-
NB 8.0" X 10 inch
5
-
-
Control Valves/ON-OFF valves
-
-
-
NB 1.000 inch
2
-
-
NB 1.500 inch
2
-
-
NB 2.000 inch
2
-
-
NB 3.000 inch
2
-
-
NB 4.000 inch
2
-
-
NB 6.000 inch
2
-
-
NB 8.000 inch
2
-
-
NB 10.000 inch
2
-
-
NB 12.000 inch
2
-
-
NB 14.000 inch
2
-
-
NB 16.000 inch
2
-
-
NB 18.000 inch
2
-
-
NB 20.000 inch
2
-
-
NB 24.000 inch
2
-
-
Removal of Control/ON-OFF valves
-
-
-
NB 1.000 inch
2
-
-
NB 1.500 inch
2
-
-
NB 2.000 inch
2
-
-
NB 3.000 inch
2
-
-
NB 4.000 inch
2
-
-
NB 6.000 inch
2
-
-
NB 8.000 inch
2
-
-
NB 10.000 inch
2
-
-
NB 12.000 inch
2
-
-
NB 14.000 inch
2
-
-
NB 16.000 inch
2
-
-
NB 18.000 inch
2
-
-
NB 20.000 inch
2
-
-
NB 24.000 inch
2
-
-
Removal and reinstallation of existing Orifice Plate
-
-
-
Removal of all types of existing Orifice Plate including stud/nut and gasket and reinstallation of new plate including stud/nut and gasket without damaging the existing flanges and tapings/impulse tubings etc. including transportation of all materials from owners storage point to work site as per instruction of the EIC
-
-
-
NB 1.000 inch
2
-
-
NB 2.000 inch
2
-
-
NB 3.000 inch
2
-
-
NB 4.000 inch
2
-
-
NB 6.000 inch
2
-
-
NB 8.000 inch
2
-
-
NB 10.000 inch
2
-
-
NB 10.000 inch
2
-
-
NB 12.000 inch
2
-
-
NB 14.000 inch
2
-
-
NB 16.000 inch
2
-
-
NB 18.000 inch
2
-
-
NB 20.000 inch
2
-
-
NB 24.000 inch
2
-
-
INSTALLATION OF FIELD INSTRUMENTS
-
-
-
Installation of external displacer type level instruments with or without controller including installation of instruments on nozzles, changing of head orientation wherever required, fabrication and installation of primary piping, drain valve/vent valve assembly as per standard drawings and hydraulic testing of instruments but exclusive of supply of instruments, all electrical connections and calibrations
-
-
-
Note: Instrument impulse piping welding, radiography/DP test, hardness test, PWHT, wherever required shall be paid separately as per the relevant SOR items. Bidder to note that the quoted price for the SOR items shall be excluding the impulse piping works.
-
-
-
DP transmitters
5
-
-
Installation of level gauges on vessels/piping/stand pipes with minor modifications wherever required, fabrication and installation of primary piping , drain valve/vent assembly as per standard drawings and hydraulic testing of gauges, installation of illuminators/non frosting extensions if required but exclusive of supply of gauges, illuminators.
Note: Instrument impulse piping welding, radiography/DP test, hardness test, PWHT, wherever required shall be paid separately as per the relevant SOR items. Bidder to note that the quoted price for the SOR items shall be excluding the impulse piping works.
10
-
-
TEMPERATURE INSTRUMENTS
Installation of temperature gauges (filled system/bi-metallic) RTD/ Thermocouple/ Temperature transmitters with flanged thermowells inclusive of installation of machine/Builtup thermowells on the nozzle and installation of instruments, electrical/Pneumatic connection, installation of transmitter including mounting on instrument support by welding, bolting, threading, exclusive of supply of instrument/ elements/ thermowells, and calculation. The scope include supply of tools and tackles, consumables, lifting arrangements, manpower and complete the work in all respect as per specification, drawing and as per instruction of EIC.
-
-
-
Temperature Element-Skin type Thermocouple
10
-
-
Temperature Element- Thermocouple (Multipoint) along with termination head, including gladding and termination of all multipoint temperature element to termination head. Reactor BED Multipoint thermo couples and temperature transmitters shall be welded as per the attached welding and installation procedure and as per instruction of EIC.
-
-
-
Reactor BED Multipoint Thermocouple
10
-
-
Erection of valves [Tie-in] (Shutdown)
-
-
-
Erection of valves (all metallurgy) including collection and transportation of valves from the owners storage point to the site, erection of valves at site including lifting, placing, installing supports at all levels and location, levelling,alinging, jointing with flanges/welding/threading with adjoining piping/piping components, equipment nozzles, placing of prope gaskets,bolting,connecting the system to the required other system, equipment, pumps etc. as per drawings and instruction of EIC and other related scope.
-
-
-
Rate to include the following:-
-
-
-
Tighting of glands during commission of the system/ application of grease if require, for gear operated valves and hot bolting of joints wherever required/ as directed by EIC.
-
-
-
GATE/GLOBE/BALL/CHECK/STOP CHECK valves of 150# (Flanged)
-
-
-
2"
2
-
-
3"
2
-
-
4"
2
-
-
6"
2
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
14"
2
-
-
16"
2
-
-
18"
2
-
-
20"
2
-
-
24"
2
-
-
GATE/GLOBE/BALL/CHECK/BUTTERFLY valves of 300# (Flanged)
-
-
-
2"
2
-
-
3"
2
-
-
4"
2
-
-
6"
2
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
14"
2
-
-
16"
2
-
-
18"
2
-
-
20"
2
-
-
24"
2
-
-
GATE/GLOBE/BALL/CHECK/BUTTERFLY valves of 600# (Flanged)
-
-
-
2"
2
-
-
3"
2
-
-
4"
2
-
-
6"
2
-
-
8"
2
-
-
10"
2
-
-
12"
2
-
-
14"
2
-
-
16"
2
-
-
18"
2
-
-
20"
2
-
-
24"
2
-
-
BOLT TENSIONING
-
-
-
Carrying out of bolt tensioning of bolted joints on all types of piping materials as called for on already erected system including supply of all materials, recording services, instruments, providing all normal and special equipment and gadgets, skilled and unskilled labors, specialist supervisory staff and completing the work in all respect as per specification and as per instruction of EIC.
-
-
-
The quoted rates are inclusive of supply of all required tools and tackles, consumables, compressors for carrying out hydraulic/pneumatic bolt tensioning.
-
-
-
NB 2.000 inch
10
-
-
NB 3.000 inch
10
-
-
NB 4.000 inch
10
-
-
NB 6.000 inch
10
-
-
NB 8.000 inch
5
-
-
NB 10.000 inch
5
-
-
NB 12.000 inch
5
-
-
NB 14.000 inch
5
-
-
NB 18.000 inch
5
-
-
NB 20.000 inch
5
-
-
NB 24.000 inch
5
-
-
ERECTION OF SPECIAL MATERIALS
-
-
-
Erection of special materials including collection and transportation from storage point to worksite. Erection of SM items at site including lifting, placing, installing supports at all levels and locations levelling,alinging, jointing with flanges/welding/threading with adjoining piping/piping components, equipment nozzles, placing of prope gaskets,bolting,connecting the system to the required other system, equipment, pumps etc. as per drawings and instruction of EIC and other related scope. Erection of special materials includes erection of all types of inline filters. One item shall be considered which contains sub valves (eg strainer with drain valve shall be considered as one item)
-
-
-
SPRING SUPPORTS
-
-
-
2 inch
2
-
-
4 inch
2
-
-
6 inch
2
-
-
8 inch
2
-
-
10 inch
2
-
-
12 inch
2
-
-
14 inch
2
-
-
16 inch
2
-
-
18 inch
2
-
-
20 inch
2
-
-
24 inch
2
-
-
ERECTION OF STATIC EQUIPMENT
-
-
-
Transportation including collection of equipment like vessels, exchangers, Static mixer, steam operated Pumping traps etc. from owners storage point by raising material issue request/indent using contractors own mobile crane, tractor/trailer. Loading of material at owner's warehouse/yard, transportation, unloading of material to the work location shown in the equipment layouts or plot plans or contractors storage yard, unloading of equipment at their respective places wherever direct installation is possible, dressing of foundation, providing and placing packings, shims, placing the equipment on foundation, leveling, alignment of equipment with pipe, grouting, bolt tighting, installation of platform connecting to the equipment and final alignment of equipment, completing the work in all respects as per drawings, technical specifications and instructions of EIC. The work shall be in all respects to be carried out in accordance with good present day engineering practice and to the satisfaction of EIC
-
-
-
This job also includes supply of all types of tools and tackles, lifting arrangements like chain pulley blocks, suitable slings/belts etc machineries, all consumables and labor to complete the job in all respects.
-
-
-
NON-SHUTDOWN
-
-
-
RLNG Heater-IV (900-E-204A) with anchor bolt
2
-
-
RLNG Heater-IV (900-E-204B) with anchor bolt
2
-
-
RLNG Heater-IV (900-E-204C) with anchor bolt
2
-
-
Boiler V FG K.O. Drum (900-C-203)
3
-
-
FG K.O. Drum (900-C-201)
5
-
-
PRS-II (900-X-202) skid
31
-
-
STEAM OPERATED PUMPING TRAP-IV (900-G-204A)
2
-
-
STEAM OPERATED PUMPING TRAP-IV (900-G-204B)
2
-
-
INSTALLATION OF KOD INTERNALS
-
-
-
Transportation including collection of Internals from owners storage point by raising material issue request/indent using contractors own mobile crane, tractor/trailer. Loading of material at owner's warehouse/yard, transportation, unloading of material to the work location shown in the equipment layouts or plot plans or contractors storage yard and carryout the mockup assembly of internals before installation and getting the clearance from EIC and installation of internals inside the KOD, cleaning of inside the KOD including entire shell, nozzle, distributors etc, to the satisfaction of EIC. Providing man power assistance for additional cleaning as required, completing the work in all respects as per drawings, technical specifications and instructions of EIC.
2
-
-
HYDROTESTING OF EQUIPMENT ON FOUNDATION
-
-
-
Supply of accessories such as hydro testing pumps, instruments, blind flanges, fasteners, gaskets, etc, fixing all blind covers, proving temporary scaffolding/platform, conducting hydro test for the following equipment as per engineering data sheet and code to the complete satisfaction of engineer in charge/certifying agency and dry out of equipment and cleaning the area as per instructions of EIC.
-
-
-
Construction water shall be supplied by the client as indicated else where in the tender. Any distribution from the point of supply to the testing area shall be in contractors scope.
-
-
-
RLNG Heater
3
-
-
GROUTING OF EQUIPMENT
-
-
-
Supplying, providing and carrying out non shrink grouting of ACC or FOSROC make (600 kg/sq.cm crushing strength) underneth the baseplate, in all pockets and sleeves etc as applicable, including necessary form work, curing by water for a minimum of 7 days, removal of form work and completing the work as per drawings, technical specification and instructions of EIC for all statin equipment, pipe supports, package units and rotary equipment.
1
-
-
SUPPLY AND ERECTION OF CUP LOCK TYPE SCAFFOLDING SYSTEM
-
-
-
Providing and fixing cup lock type of scaffolding system as and when required as per the specifications/drawings enclosed/at all elevations/instructions of engineer in charge for carrying out column internal modification works and for any height along with aluminium ladder for safe access to working platform etc. Maintaining the same serviceable conditions for required conditions as approved and removing there after as per the instruction of EIC. The scaffolding system should be stiffened with braces, runners, connection wherever required for inspection of work at required locations with essential safety requirements such as scaff tagging, required PPE to the workmen etc complete as per direction and approval of EIC. Rate should include transportation of all materials from storage place to the work place and restoring again to the designated location after removal.
500
-
-
DISMANTLING AND REROUTING OF EXISTING PIPING SYSTEM
-
-
-
Careful dismantling of existing piping, disconnecting from existing equipment nozzles, cutting if required necessary blinding as flushing if required. Returning scrap to the designated place, including dismantling of online valves, strainers, instruments, if any and returning the same to the designated stores with all labor, tools and tackles, scaffolding materials, safety appliances. The pipe shall be dismantled in a length of 6m each. Valves, instruments etc. shall be segregated and kept separately. Pipe shall be handed over to scrap after removal of insulation material
Note: Dismantling of all items like valves, instruments, strains, etc. shall be paid under area of dismantling of pipe only. Rate for blinding, declining and flushing not included in above.
1000
-
-
All generated scrap shall be segregated (as metallic scrap and non-metallic scrap) suitable to transportable length/volume and return to designated location after weighment as per the instruction of the EIC within the CPCL refinery premises within 3 km lead distance.
-
-
-
MODIFICATION OF EXISTING PIPING SYSTEMS
-
-
-
Cutting, edge preparation, beveling, grinding, bending, fit-up, threading, welding for modification of fabricated/existing lines including cost of all consumables, tools and tackles, scaffoldings, labor, all complete as directed by EIC for contingency work as per site condition to complete the system in all respects as per drawings and specifications and as per instructions of EIC.
-
-
-
The job involves transportation including collection of piping material from owners storage point by raising material issue request/indent using contractors own mobile crane, tractor/trailer. Loading of material at owner's warehouse/yard, transportation, unloading of material to the contractors storage point/work location, fabrication of modified piping/ in-situ modification of piping by cutting, grinding, cold bending, edge preparation, fit up and welding as per the drawing and instruction of EIC by providing necessary consumables, tools and tackles, lifting equipment, scaffolding at all elevations, manpower as per instruction of the EIC.
-
-
-
Above job including insertion of gaskets, spectacle blinds, etc., bolting, jointing by treading or welding, connecting the system to the required other system, equipment, pump, etc. dismantling and reinstallation of inline fittings, flanges, valves etc. as applicable, hydro testing, pressure testing, R/F pad testing, and stress relieving wherever applicable, complete s per drawings, specifications and instruction of EIC and other related scopes for above ground piping of all services including IBR, NACE+HIC, H2 services and galvanized piping for AS, SS and CS piping.
-
-
-
All generated scrap shall be segregated (as metallic scrap and non-metallic scrap) suitable to transportable length/volume and return to designated location after weighment as per the instruction of the EIC within the CPCL refinery premises within 3 km lead distance.
-
-
-
CARBON STEEL/ALLOY STEEL PIPING
-
-
-
Flame cutting
50
-
-
For Hacksaw cutting
50
-
-
Grinding/Edge preparation/Beveling
50
-
-
Fit-up and welding
50
-
-
BLINDING AND DEBLINDING
-
-
-
The job include supplying of required quantity of materials like fabricated lines and gaskets for blinding, etc. from contractors storage point, loosening and tightening of studs (cold/gas cutting If required), wedge opening, cleaning of flanges, insertion of blinds and removal of blinds and gaskets providing new gaskets after removal of blinds , overhauling of fasteners using oil, replacing the defective studs, nuts to ensure zero leak of joints including hot bolting. New gaskets to be out after blinding shall be supplied by CPCL.
-
-
-
This job also includes supply of all types of tools and tackles, lifting arrangements like chain pulley blocks, suitable slings/belts etc machineries, all consumables and labor to complete the job in all respects, transportation of unused materials to the contractors storage point and dumping the generated scrap material to the designated area as per EIC instructions.
-
-
-
BLINDING AND DEBLINDING OF 150# AND 300# RATING
-
-
-
Blinding and declining- Sizes upto 1 1/2" dia
10
-
-
Blinding and declining- Sizes 2" to 6" dia
10
-
-
Blinding and declining- Sizes 8" to 10" dia
10
-
-
Blinding and declining- Sizes 12" to 16" dia
10
-
-
Blinding and declining- Sizes 18" to 24" dia
10
-
-
BLINDING AND DEBLINDING OF 600# RATING
-
-
-
Blinding and declining- Sizes 2" to 6" dia
10
-
-
Blinding and declining- Sizes 12" to 16" dia
10
-
-
Blinding and declining- Sizes 18" to 24" dia
10
-
-
WATER FLUSHING, AIR BLOWING AND STEAM BLOWING IN EXISTING PIPES
-
-
-
Rates are inclusive of labor and supply of tools and tackles for water flushing, decoking and steam flushing of various hydrocarbon and other pipelines as directed by EIC. Contractor shall supply fire water hoses, steam hoses, water hoses, etc. along with chicago coupling, flange connections and similar fittings required to connect the hoses for successful completion of the work. Any required valves, pipes, etc. for this work shall e provided on free of cost.
-
-
-
The job includes supplying of all necessary tools and tackles, other water flushing accessories, air blowing accessories, air blower or compressors for carrying out air blowing, steam hoses and accessories for steam blowing and carrying out above activities as per instruction of EIC and inspection personnel. Steam and water shall be provided by CPCL. Contractor shall supply air blowers, compressors.
-
-
-
WATER FLUSHING
-
-
-
Upto 2" dia
50
-
-
2" dia to 6" dia
50
-
-
8" dia to 12" dia
50
-
-
14" dia to 24" dia
50
-
-
AIR BLOWING/CARDBOARD BLASTING
-
-
-
Upto 2" dia
50
-
-
2" dia to 6" dia
50
-
-
8" dia to 12" dia
50
-
-
14" dia to 24" dia
50
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STEAM BLOWING
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Upto 2" dia
50
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2" dia to 6" dia
50
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8" dia to 12" dia
50
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14" dia to 24" dia
50
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HYDRO TESTING FOR EXISTING PIPELINES
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The job involves hydro testing of existing pipelines to the specified test pressure at all elevations by providing necessary hose connections from the source of water supply to the work location for preparing the test, filling of water on all piping circuits, vent entrapped air, pressurize to the required hydro test pressure with necessary test pumps and offer for inspection including access and assistance to EIC during the checking and draining of piping circuits.
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This job also includes supply of all types of tools and tackles, suitable test pumps, pressure gauges, machineries, all consumables and labor to complete the job in all respects as instructed by EIC. Contractor to arrange hydro test pumps as required.
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Upto 2" dia
250
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2.5" dia to 6" dia
250
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8" dia to 12" dia
250
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14" dia to 20" dia
250
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24" dia to 36" dia
250
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CIVIL AND STRUCTURAL WORKS
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Providing, mixing and laying in position RCC of grade M35 with 20mm and down graded coarse aggregate as per IS 456:2000 using 53 Gr. Ordinary Portland Cement SUB STRUCTURES for all depth and maximum 1.5m above FGL/FFL in construction of footing, pedestal, raft, slabs, trenches, equipment foundation, pavement with self finish/broomer finish, etc. including cost of admixture, labor charges, tools and tackles, providing cement wash (whenever 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) etc. all complete as specified and directed by EIC.
10
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Providing and fixing CENTERING AND SHUTTERING IN SUB STRUCTURES - foundations, raft, slabs, trenches, pedestals etc. including circular shuttering, steel strutting, bracing, propping, keeping the same in position during concreting and removal of the same after specified period, application of mould releasing agents of approved make, for straight/inclines shuttering, keeping necessary provisions for inserts, projecting dowels, anchor bolts for any other fixtures, et., all complete as specified and directed by EIC.
10
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Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT TMT (conforming to IS: 1786-2008, Gr. Fe 500D), for RCC work including transporting the steel, straightening, cleaning, decoiling, cutting, bending, to required length and shapes as per details binding with contractors own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks, scaffolding including modification cutting and welding existing reinforcement bars for all heights and depths etc, all complete as per specification and direction of EIC.
10
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Providing and installation of precast 135 grade concrete as cover to RCC box culvert, cable trench, etc including concreting, curing as per drawing with necessary provision for lifting, form work, transporting, etc complete as per specifications, drawings and as directed by EIC
10
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Supplying, transporting, storing, fabricating and erecting in position bolted and/or welded STRUCTURAL STEEL WORKS ( GR. A/B) like angles, channels, beams, plates conforming to IS:2062-2011, etc at all heights and levels and locations including all built-up section/compound section made out of rolled sections and/or plates/bend plates for pipe rack, pipe bridge, T post, shed, staircase, ladders, handrails, platforms, structural pipe supports, rungs including modification to existing structural members etc cutting to required size, straightening/bending if required, edge preparation, cleaning, scrapping and welding of unsound joints in existing structural members, preheating, finishing edges by grinding, fixing inline and level with temporary bracings, including providing staging, scaffoldings and working platforms at all heights and removal of same after erection, including preparing the surface for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease etc completely including providing paint system as follows: As per manufactures specification and as directed by the EIC.
3
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Supplying, cleaning and applying paint to structural steel members at field:- repair of refabrication primer with one coat of zinc silicate coating at 65 to 75 microns DFT per coat and one coat of epoxy zinc phosphate primer at 40 microns DFT per coat and final paint of one coat of high built epoxy finished coating cured with polyamine hardner at 100 microns DFT per coat and one coat of acrylic polyurethane finish paint at 40 micron DFT per coat as per specifications and as directed by EIC.
3
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Dismantling of existing structural steel members, including necessary propping wherever required and stacking serviceable materials properly with all leads and lifts to the stores and carting away of unserviceable material upto 7 KM lead outside the refinery permises complete as per specification and as directed by engineer in charge.
3
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Manpower Supply
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Supply of manpower with all tools and tackles, consumables, booms, dial indicators, laser alignment instruments, supervision, safety, PPEs, etc, for carrying out precommisioning, commissioning activities, tie-in commissioning and completing the work as per the instructions and complete satisfaction of EIC. Contractor shall quote labor rates accordingly.
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Quoted rates shall include payroll cost and allowances, taxes, fring benefits, over heads, supervision and profits etc. These rates will also be utilized for computing rates for compensating extra items, miscellaneous work etc. until plant take over by client. This will be only applicable for items for which rates are not covered under schedule of rates items mentioned else ever in the SOR.
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Semi-skilled during Monday to Sunday and company declared holidays for 12 hours shift on the round the clock basis.
100
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Semi- skilled working on extended hours after general shift hours as given above.
100
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Skilled during Monday to Sunday and company declared holidays for 12 hours shift on the round the clock basis.
40
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Skilled working on extended hours after general shift hours as given above.
20
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NOTES:
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For all material and sizes the root passes of all butt weld joints, socket joints shall be welded by TIG (GTAW).
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For SS/AS/Nickel piping Argo shall be used for sealing as well as purging.
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Bidder to note that radiography quantity given is tentative and may decrese or increase as all the work shall be carried out near running plant/during shut down, owner/PMC may engage separate agency to carry out safe radiography.
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Bidder to consider that any repairs found after Saferad radiography, rectification of weld joints shall be carried out by the contractor as per without any additional cost.
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The activity specified in the above SOR items are to executed in running refinery. Items not mentioned under shut down but it may be required to be carried out during shut down for safe hook up with existing line. Contractor to carryout the same without any cost implication.
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Scope of work includes scaffolding at all elevations as required in the quoted rate.
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Dismantling of special material and instruments before hydro test and reinstallment of the same after hydro test is within the quoted rate.
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All generated scrap shall be segregated (as metallic scrap and non-metallic scrap) suitable to transportable length/volume and return to designated location after weighment as per the instruction of the EIC within the CPCL refinery premises within 3 km lead distance.
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Installation of inline instruments like orifice, flange assembly, restricted orifice assembly, flow metres etc shall be included in above quote pipes.
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Related piping connected works with equipment shall be completed as per specification, drawings and instructions of EIC
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Preparation of temporary arrangements/connections required for water flushing.
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Bidder should quote the unit rates for supply and service rates wherever applicable.
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The contractor is deemed to have studied the drawings, specifications and details of work to be done with in the time schedule and should have acquainted himself with the conditions prevailing at the site. The contractor should be in a position to mobilize labor ad equipment on all working days and also on Saturdays, Sundays and holidays as per site requirement. The contractor should hence work on round the clock basis with proper coordination with pre-shutdown contractors .
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All items of work mentioned in the schedule of rates shall be carried out as per the drawings, specifications and instructions of owner or EIC and rates are deemed to be inclusive of material, consumables, labor, supervision, tools and tackles fabrication drawings wherever required as called for in the detailed specification and conditions of contract.
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Material shall be good quality and purchased from approved sources, contactors shall get it approved from EIC prior to usage.
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Work shall be carried out as per latest construction drawings, specifications and carried out the satisfaction of engineer in charge.
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Bar bending schedule shall be prepared by contractor.
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Contractor to take care of safety of surrounding people/machinery.
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Ready-mix concrete shall be used for concrete grade M20 and above.
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Contractor to submit the design mix for approval prior to use in concreting.
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