numaligarh refinery limited

7/23/2019 Numaligarh Refinery Limited

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TECHNICAL DOCUMENTS


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PEB TECHNICAL SPECIFICATIONS

ITEM : Pre engineered steel building.

Purpose : Warehouse.

TOTAL QTY: - 1 Nos Sht 1 OF 6

DISP SIZE

CLIENT PROJECT VENDOR

LIST OF ATTACHMENTSREVISION NUMBER OF THE SPECIFICATION

ATT DOCUMENT NUMBER & DESCRIPTIONNO.

1 Building description & specicification.

NRL/PEB/BDS/001

2 Special conditions

NRL/PEB/SCC/001

3 Building layout drawing

2

1

B

NUMBERJOB NUMBER

A

Wax Project

ALL ATTACHMENT MENTIONED HEREIN ARE INTERNAL PART OF THIS SPECIFICATION AND MUST BE CONSIDERED

AREA CODE REV

C

REMARKREVISION NUMBERTOTAL NUMBER OF PAGES

2

osedwithoutobtainingspecificwrittenapprovalfrom

Nu

maligarhRefineryLimited.

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discl


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2 OF 6

QTY DESCRIPTION

Pre-engineered steel building for warehouse.

Total =

1

1.1

1.2

1.3

1.4

2

3

3.1

3.2

3.3

4

4.1

5

5.1

5.2

Fabrication of structural steel works for PEB.

Preparation of detail fabrication drawings, bill of materials, bolt list etc.

Surface preparation & finish painting as per relevant standard and Painting Specification as mentioned in the

building description/ specification. Complete painting to be carried out at the shop.

Welding.

Fabrication and Inspection : At Shop (As per specification and approved ITP )

Packing & Forwarding :

Transportation from Shop to Project Site, Numaligarh :

All materials required to complete the job as per specification.

Column, beams, Purlins, girt, rafters, sag rods,roof panels, wall panels, canopy, rooling shutter, nut bolts,washers

and any other materials/ accessories required to complete the job with specifying list.

Loading at Shop with proper jigs & fixtures

ITEM TO BE SUPPLIED :

1

1

Supply of Pre-engineered steel building as per specification which includes design, engineering, materials

procurement, shop fabrication, painting, transportaion, erection at site, finish painting, etc. as detailed below :

Design and Engineering:

Structural design of the building which include design of columns, beams, intermediate members of roofing and

walls for cladding and all other necessary members complete.

The attached building GA drawing is for estimation purpose only. Detail GA as per given size will be prepared anddesign calculation shall be carried out by vendor and submit the same for client /consultant review during detail

engineering.Owner's comment on design requirements, if any shall be incorporated/ complied by the vendor without

price implication.

Sht

Procurement of Materials and Consumables as per List of Approved Makes for Bought out Items in this RFQ

Preparation of civil foundation drawing of the building.

losedwithoutobtainingspecificwrittenapprovalfromN

umaligarhRefineryLimited.

Scope of Supply

& ServicesRFQ NUMBER

.

5.4

5.5

6

6.1

6.2

6.3

6.4

6.5

Checking centre lines, levels of all foundation blocks including checking lines, level, position and plumb of all bolts

and pockets. The PEB contractor will coordinate with civil contractor for levelling, alignment, centering of foundation

bolts & templates. The PEB contractor shall be responsible and shall fully satisfy himself regarding the correctness

of the foundations before installing the fabricated structures on the foundation blocks.

Rolling shutter.

Aligning, leveling, bolting securely fixing in position in accordance with the approved drawing.

Erection at Site (As per specification and approved ITP)

ur o a r ven a ors.

Receiving, unloading, checking and moving into storage at site as out lined under general conditions including

prompt attendance to all insurance matters as necessary for all materials arriving at site.(One 75Tonn Crane will be

provided free of charge for unloading of materials).

Re-fabrication of parts damaged beyond repair during transport and handling or are incorrectly fabricated, fabrication

of all parts omitted during fabrication by error or subsequently found necessary, plug welding or re-drilling of holes

which do not register and which cannot be reamed for use of next size of rivet or bolt

All minor modifications such as removal of bends, kinks, twists etc. for parts damaged in transport and handing,

cutting, chipping, filing, grinding etc. if required for preparation and finishing of site connections, reaming for use of

next higher size of rivet or bolt for holes wich do not register or which are damaged.

umaligarhRefineryLim

itedandmaynotbecopiedordisc

Erection of PEB structures, roof panels, wall panels, gutter, downspouts, canopy, translucent panels,turbo air

ventilators,rolling shutters and any other members and any other accessories necessary to complete the job.


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DISP SIZE

Continued from sheet 2 of 6 3 OF 6

88.1

8.2

8.3

9

9.1

9.2

10

10.1

10.2

10.3

10.4

Following are excluded from Vendor's Scope:

Civil foundation, floor and approach road works.

Electrical works.

Sht

Scope of Supply

& ServicesJOB NUMBER AREA

Space for site office & material storage.

CODE NOS REV

One 75T RT Crane.

aligarhRefineryLimited

andmaynotbecopiedordis

closedwithoutobtainingspec

ificwritten

Limited.

Resource To Be Depolyed at Site:

Tools & Tackles, machineries to complete the site works in all respect.

All materials and consumables e.g. welding electrodes, grinding wheel, paints, etc.if required.

Manpower - skilled / un-skilled / supervisory level

Following resources shall be provided by client (NRL) free of cost

Construction Power at one point near work site. However,further distribution as per requirement is in the scope of

the contractor.

Construction water at one point.

Th

isdocumentisthepropertyofNu

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provalfrom

NumaligarhRefinery


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4 OF 6

Documents to be submitted with the quotation

1 Preliminary design with supporting calculations.

2 Indicative time schedule, manpower deployment schedule, erection plan indicating mobilization of machinaries.

3 Supplier's format for guarantee duly filled in.

4 List of sub vendors of bought out items.

Drawings/Documents to be Submitted after order

DOCUMENT ISSUES

FIRST INTERMEDIATE FINAL

CAT WKS P Soft WKS P Soft WKS P CD

A ENGINEERING / DESIGN

1 C 2 2

2 Complete design. C 2 2

3 2

4 Civil foundation drawings for the building. C

Sht

32

1

1

Document

Requirement

5

3

TYPE OF DOCUMENTS

1

1

5

3

Complete list of material to be used.

1

Fabrication Drawings with details of structures,roofing,wall

claddding,turbo ventilators,rooling shutters,

gutter,downspouts etc.

2 5 1

notbecopiedordisclosedwithoutobtainingspecificw

rittenapprovalfrom

Numalig

arhRefinery

3 1

5 List of machinary, Tools & tackles for site activities.

6

7

CAT: CATEGORY C: CRITICAL P: NO OF PRINTS CD / SOFT: SOFT COPY IN EDITABLE FORMAT IN CD/EMAIL

B QUALITY CONTROL

1 C 3 1

C DURING MANUFACTURING & PRIOR TO DISPATCH

1 Final Document. C

2 Final Inspection Note C

3 Packing List C

5

5

A detail time schedule, manpower deployment schedule,

erection plan indicating mobilization of erection resources.

The complete report on quality control and testing

procedures to be employed by them for all fabrication and

erection works - pre despatch and at site with quality

assurance plan.

2As per Vendor Quality control procedure.

5

sthepropertyofNum

aligarhRefineryLimitedand

may

2

2 2 1

3

2

2 3 1

2 1


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DISP SIZE

5 OF 6FINAL DOCUMENTS

REMARKS

REF. TYPE OF DOCUMENTS

1 LIST OF CONTENTS

2

3 VENDOR INSPECTION AND TEST PLAN

4 MATERIAL SUMMARY / REFERENCE LIST

5 "AS BUILT DRAWINGS"

6 MATERIAL CERTIFICATES FOR PROCURED CONSUMABLE MATERIAL.

7 MANUFACTURERS T.C / INSPECTION REPORT FOR BROUGHT-OUTS

8 ALL REQUIRED TESTS REPORTS AS PER CODE.

9 SUMMARY LIST OF WELDING PROCEDURE SPECIFICATIONS

10 WELDING PROCEDURE SPECIFICATIONS (WPS)

11 SHOP WELDING RECORD

12 DIMENSIONAL RECORD / REPORT

13 MECHANICAL GUARANTEE CERTIFICATE

14 FINAL INSPECTION CERTIFICATE

15 DISPATCH CLEARANCE NOTE

REV

hepropertyofNumaligarhRefineryLimitedandma

ynotbecopiedordisclosedwithout

rittenapprovalfromN

umaligarhRefineryLimited.

Document

Requirement

Sht

JOB NUMBER AREA NOSCODE

DESIGN CALCULATION

Thisdocumen

tist

obtainingspecific


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DISP SIZE

A)

1

2

3

4

5

B)

1

2

3

4

5

C)

1

2

3

ICI Paints/ICI India Ltd.

Welding Consumable

Steel Authority of India.

Essar Steel

Essab

TISCO

Asian Paints

Advani Oerlikon Ltd.

Jindal

D&H

Paint

Structural

CODE NOS REV

Sht 6 OF 6

Berger Paints

JOB NUMBER AREA

Rashtriya Ispat Nigam Ltd.

Nerolac Paints

isdocumentistheprope

rtyofNumaligarhRefineryLim

itedandmaynotbecopiedordisclosed

thoutobtainingspecificw

rittenapprovalfrom

Numalig

arhRefineryLimited.

Shalimar Paints

List of Approved

Makes for Bought

out Items.

Th

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BUILDING DESCRIPTION

Designing, obtaining approval from owner, fabricating, supplying, unloading at site, erection ofbuilding structure with roof panels, wall panels , air turbine ventilators, roof curb, eaves and

gutters, canopy over doors, downspouts etc. and all other necessary members complete as per

drawing & specifications for erection and fixing of Pre-engineered steel building for warehouse

of size 60m x 12m divided in to three compartments of size 20m x 12m each (including partition)

and Eave height 5m with full side cladding, 3 nos. of doors of size 3m x 3.5m with rolling shutter

and chajja (canopy) of size 1m x 4m excluding civil foundation and electrical works but with

attached general features and specifications:

Sl.No.

Description

1 Length :- 60m c/c Steel Column

2 Width : - 12m c/c Steel Column

3 Eave height : - 5 m clear height.4 Roof slope :- 1:10

5 Front End frame : - Rigid Frame

6 Back End Frame: - Rigid Frame7 Type of Bracing on

roof & wall :-Diagonal Rod/ Angle Bracing (as per design)

8 Bay spacing : - 12 @5 m

9 Roof Panel : - Alluminium Zinc alloy coated steel sheets of minimum0.45mm base metal thickness with silicon polyesterfinish of 20 micron on outside (weathered) and 5 micronon the inside surface and having yield strength not lessthan 550Mpa and conforming to AZ150. Hooks /fasteners/ bolts/ nuts (of Hot dip galvanized steel selfdrilling and self tapping) washers, overlaps of sheetsincluding cutting sheets to required shape/ length andfixing etc. as per manufacturers specifications.

10 Wall Panel : - Alluminium Zinc alloy coated steel sheets of minimum0.45mm base metal thickness with silicon polyesterfinish of 20 micron on outside (weathered) and 5 micronon the inside surface and having yield strength not less

than 550Mpa and conforming to AZ150. Hooks /fasteners/ bolts/ nuts (of Hot dip galvanized steel selfdrilling and self tapping) washers, overlaps of sheetsincluding cutting sheets to required shape/ length andfixing etc. as per manufacturers specifications.

11 Girts : - Side wall girts and end wall girts are mounted on thet i f f th i l


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17 Painting of structuralmembers: -

All primary and secondary members shall be suppliedwith factory applied two coats (each of 70 thickness) of

Epoxy Zinc Phosphate Primer and two coats (each of 40thickness) of Synthetic Enamel Finish paint of

approved make and shade (Smoke Grey). Prior toapplication of primer, the surface preparation will be asper SSPC-SP-10 or Sa 2-1/2 or NACE 2 (Near whiteBlast Cleaning) standard.

18 Building condition :- As per plan & Elevation enclosed.

19 Gutter & downspouts : -

To be provided on both side walls.

Design criteria :

Sl.No.

Description

1 Dead load : - Self weight + weight of turbo air ventilators.2 Live load : - As per latest provisions of IS code.

3 Wind speed : - 50m/sec.4 Seismic zone : - V (as per IS: 1893) 2002.

Applicable code : -

1.The building design and installation shall fully comply with the requirements of the Bureau of

Indian Standards and other statutory regulations that are in force in the place of installation. The

work shall be carried out in accordance with the latest editions of relevant BIS standardsparticularly the following and wherever Indian standards are not available, International

standards shall be followed:

(A) IS 875 : 1987 Code of practice for design loads (other than earthquake) for building and

structures.

(Part I) Dead loads Unit weights of building materials and stored materials.

(Part II) Imposed loads.

(Part III) Wind loads.

(B) IS 800: 2007 Code of practice for general construction of steel.


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Special conditions:

1. The successful bidder shall submit the detail drawings & design calculations considered

for the proposed work (both PEB & civil foundation) within 2 weeks of issue of purchase

order to enable the owner to check technical suitability of the design and the bidder has

to incorporate the comments of owner, if any without any price implications.

2. The successful bidder has to resubmit the modified foundation details incorporatingNRLs comment if any, of the building within 1 weeks of approval of the design by theowner for enabling the owner to construct necessary civil foundation work.

3. The scope of work :The brief description of the scope of work is as given below:-

(a) Design, Engineering, obtaining approval of owner, fabrication, supply andinstallation/erection of Pre-engineered steel building for warehouse at NRL refinerysite.

(b) The civil foundation work, flooring and electrical works are excluded from the scopeof the contract. However, the civil foundation design and drawing of the building are

included in the contract.

4. The time of completion shall be strictly as per following time schedule :

(a) Submission of drawings and documents to client for approval within 2 weeks of issueof the Purchase order. This includes the civil foundation drawing also. The civilfoundation works will be executed by civil contractor based on the approved civilfoundation drawing submitted by PEB vendor.

(b) Despatch of materials within 5 weeks from the date of approval of the drawing.(c) Transportation time 2 weeks from the date of despatch.(d) Site erection and commissioning within 3 weeks from the date of receipt at Site.

5. Use of PPEs is compulsorily for all workmen at site which need to be supplied by thecontractor. The colour of the helmet to be worn by Contractor Personnel is YELLOW.The colour of safety shoe is BLACK.

6. The contractor shall strictly comply with provisions of Employees Provident Fund Act andregister them with RPFC before commencing the work. The contractor shall depositEmployees and Employers contribution to the RPFC and shall furnish the challan /receipt for the payment made to the RPFC along with the bill.

7 No mobilization advance shall be paid for this contract


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9. Construction water and power for the job will be provided free of charge at one point ateach location subject to the availability. Further distribution is in contractors scope.

10. One 75 Ton RT crane will be provided free of charge for unloading and erection ofstructural materials.

11. The vendor has to work in a running Refinery plant environment and hence necessarysafety precautions have to be ensured /taken at the vendor's cost during execution of job

at site. One supervisor for ensuring safety compliance to be engaged separately byvendor. Any violation of safety norms/ procedure prevailing in the refinery will bepenalized as per terms of GCC of NRL.

12. Without proper work permit no work will be allowed to be taken up.

13. Apart from other workers, the vendor has to deploy one site-in-charge, one supervisorand one safety officer for the job. Non deployment of any of these mandatory personnel

will be penalized at the rate of Rs.5000 per day for Site-in-charge and Rs.3000 per dayfor supervisor and safety officer each subject to max. 3% of the work order value andthis is excluding the LD clause as per clause 29 of GCC.

14. All statutory labour laws including labour license, minimum wages etc will be compliedby the contractor.

15. Contractor have to submit the Quality Assurance Plan (QAP) & Inspection TestPlan(ITP) ,work schedule in bar chart & resource mobilization schedule for approval &

Job should be carried as per approved Plan.

16. Proper housekeeping should be maintained in the working areas on daily basis.

17. Other conditions are as per GCC & GPC of NRL.

18. All tools and plants for the job are in the scope of the contractor.

19. Contractor has to submit as built drawings of work done after completing the job.


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20000 20000 20000

PLAN

12000

5000

3000

CONSTRUCTION OF ADDITIONAL

WAREHOUSE IN PIPE YARD AREA

ELEVATION

JOB:

NUMALIGARH REFINERY LIMITED

DEPARTMENT:

NRL PROJECT DEPARTMENT

GL

12000

5000

GL

SIDE VIEW

Note: Dimensions are in MM