4
Sl. No. BHEL reply 1 Tender Condition prevails. Proposal is not acceptable. 2 Girder weight mentioned is inclusive of flanges. No separate lifting tackles are used for girder lifting and the girder to be lifted by using suitable slings. The height between hook block up to girder top elevation is approximately 2m. 3 Drawings of the girder is attached in the next 3 pages for reference. 4 Available crane of capacity up to 250 MT will be provided for assembly of higher capacity crane. CORRIGENDUM ‐1 TO TENDER SPECIFICATION BHEL PSSR SCT 1689 ‐ DT: 05.09.2017 TENDER SPECIFICATION BHEL PSSR SCT 1689 ‐ Hiring of One number suitable capacity Heavy Duty Hydraulic Crawler Crane At BHEL 1 X 800 MW NNTPS Vijayawada Stage‐V Andhra Pradesh Power Generation Corporation Limited (APGENCO) Note:‐ All other Terms & Conditions remain unchanged. Bidders are requested to consider this Corrigendum as part of the Tender Specification and quote accordingly. ‐sd‐ R.Siva Sr.Engineer/SCT Bidder's Query With reference to attached tender for hiring of suitable crane for erection of ceiling girder 142 MT , we would like to request clarification for following clause:‐ Clause: 1.2.1.1 Page 33 of 134 , Line 8 “After the erection of Ceiling girders, the crane shall be capable of erecting, welded beams, Silencer and other top roof structures also with Main boom+ jib combination without changing the boom combination as per the technical specifications given below” Clarification Required : As per above , crane should be assembled in configuration such as all above task can be performed in one go however for our 600 MT crane we need to reconfigure crane at once . Hence we would like to propose that we will provide 02 cranes at same prices:‐ 1) 600 MT Crane 114m SSL/LSL Main Boom capable of lifting 142 MT Girder 2) 250 MT Crane with 61m Main Boom + 61m Luffing Jib configuration for carrying out erection of other structures as per above. Kindly check & confirm about our above proposal can be considered for participation in the above tender. Please let us know the dimension and weights of lifting tools and tackles for the girder erection, that is, weight of flange, sling mounting points, complete weight of lifting tackles, height required for lifting tools from hook block up to girder top elevation. Please send us drawing of the girder for enabling us to prepare the lift plan. As per Volume 1A‐ Part I, Chapter XI, Sub point no. 1.11.6, please revert details (capacity and type of equipment) of BHEL supporting crane that will be available for assembly of our crawler crane at your site. BHEL PSSR SCT 1689 Corrigendum 1 Page 1 of 1

CORRIGENDUM ‐1 TO TENDER SPECIFICATION … 1689 CORRIGENDUM 1.pdfbolt size & 1"washer" qty 1 hsfg:m24x80 438 2 hsfg:m24x90 426 3 hsfg:m24x100 64 4 hsfg:m24x130 408 ... girder2l-201

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Sl.No. BHELreply

1TenderConditionprevails.Proposalisnotacceptable.

2

Girderweightmentionedisinclusiveofflanges.Noseparateliftingtacklesareusedforgirderliftingandthegirdertobeliftedbyusingsuitableslings.Theheightbetweenhookblockuptogirdertopelevationisapproximately2m.

3Drawingsofthegirderisattachedinthenext3pagesforreference.

4Availablecraneofcapacityupto250MTwillbeprovidedforassemblyofhighercapacitycrane.

CORRIGENDUM‐1TOTENDERSPECIFICATIONBHELPSSRSCT1689‐DT:05.09.2017

TENDERSPECIFICATIONBHELPSSRSCT1689‐HiringofOnenumbersuitablecapacityHeavyDutyHydraulicCrawlerCraneAtBHEL1X800MWNNTPSVijayawadaStage‐VAndhraPradeshPowerGenerationCorporationLimited(APGENCO)

Note:‐AllotherTerms&Conditionsremainunchanged.BiddersarerequestedtoconsiderthisCorrigendumaspartoftheTenderSpecificationandquoteaccordingly.

‐sd‐R.Siva

Sr.Engineer/SCT

Bidder'sQuery

Withreferencetoattachedtenderforhiringofsuitablecraneforerectionofceilinggirder142MT,wewouldliketorequestclarificationforfollowingclause:‐

Clause:1.2.1.1Page33of134,Line8“AftertheerectionofCeilinggirders,thecraneshallbecapableoferecting,weldedbeams,SilencerandothertoproofstructuresalsowithMainboom+jibcombinationwithoutchangingtheboomcombinationasperthetechnicalspecificationsgivenbelow”

ClarificationRequired:Asperabove,craneshouldbeassembledinconfigurationsuchasallabovetaskcanbeperformedinonegohoweverforour600MTcraneweneedtoreconfigurecraneatonce.Hencewewouldliketoproposethatwewillprovide02cranesatsameprices:‐1)600MTCrane114mSSL/LSLMainBoomcapableoflifting142MTGirder2)250MTCranewith61mMainBoom+61mLuffingJibconfigurationforcarryingouterectionofotherstructuresasperabove.Kindlycheck&confirmaboutouraboveproposalcanbeconsideredforparticipationintheabovetender.

Pleaseletusknowthedimensionandweightsofliftingtoolsandtacklesforthegirdererection,thatis,weightofflange,slingmountingpoints,completeweightofliftingtackles,heightrequiredforliftingtoolsfromhookblockuptogirdertopelevation.

Pleasesendusdrawingofthegirderforenablingustopreparetheliftplan.

AsperVolume1A‐PartI,ChapterXI,Subpointno.1.11.6,pleaserevertdetails(capacityandtypeofequipment)ofBHELsupportingcranethatwillbeavailableforassemblyofourcrawlercraneatyoursite.

BHELPSSRSCT1689 Corrigendum 1 Page1of1

VIEWS OF CEILING GIRDER

IInd-PASS

NTS

(TOS + 99.729 M)(TOS + 99.714 M) (TOS + 99.714 M)

(TOS + 99.714 M)(TOS + 99.904 M)

(TOS + 95.139 M)

(TOS + 99.904 M)

(TOS + 99.904 M) (TOS + 99.924 M)(TOS + 99.904 M)

AutoCAD SHX Text
+97144
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+97468
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+96944
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+95139
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+95444
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+95644
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106
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107
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103
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104
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105/AXIS
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+95644
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1) FOR PLAN OF CEILING GIRDER AND NOTES REFER DRAWING NOS. 0-35-212-20985
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REFER PLANT STD. NO TP 023 0299
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DIMENSIONS DURING MANUFACTURE
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FOR TOLERANCES OF UNTOLERANCED
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0-35-212-20986
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VARIANT
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NUMBER
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ITEM
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NUMBER
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DESCRIPTION
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STD
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DRAWING NUMBER
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ITEM NO
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VAR NO
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MATERIAL CODE
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MATERIAL SPECN
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A/C/P
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UNIT
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DI
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UNIT WEIGHT
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QUANTITY
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GS
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ZONE
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0
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YUVA/SAR/ASH
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J SOMU
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PARAMESWARI
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09.09.2016
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10.09.2016
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12.09.2016
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DRAWING NO :
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REF TO ASSY / OLD DWG
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NAME
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WEIGHT (Kg)
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APPD
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CHD
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DRN
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SIGNATURE
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REV
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SCALE
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ST
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122
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PROJECTION
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DATE
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UNIT: HIGH PRESSURE BOILER PLANT
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TIRUCHIRAPALLI - 620014
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ARE IN MM
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ALL DIMENSIONS
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CUSTOMER/PROJECT
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OR NAME OF
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TYPE OF PRODUCT
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CODE
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DEPT
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TITLE
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355-052
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0-35-212-20986
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Bharat Heavy Electricals Ltd
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CAUTION: The information on this
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document is the property of BHARAT
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HEAVY ELECTRICALS LTD. It must not
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be used directly or indirectly in any
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way detrimental to the interest of
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the company.
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12000
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30710
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30200
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2550
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GIRDER4M-401
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WB4300X1250-100/32
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A
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-
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A
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9355
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2223
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300
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GIRDER4L-401
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WB4270X1250-85/40
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4175
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CGIRDER1L-101
AutoCAD SHX Text
WB2750X1000-50/36
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305
AutoCAD SHX Text
255
AutoCAD SHX Text
1379
AutoCAD SHX Text
EL+95444
AutoCAD SHX Text
15
AutoCAD SHX Text
2223
AutoCAD SHX Text
2550
AutoCAD SHX Text
9355
AutoCAD SHX Text
2223
AutoCAD SHX Text
300
AutoCAD SHX Text
EL+95444
AutoCAD SHX Text
GIRDER4R-401
AutoCAD SHX Text
WB4270X1250-85/40
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2550
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2550
AutoCAD SHX Text
2223
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4175
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CGIRDER1R-101
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WB2750X1000-50/36
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1379
AutoCAD SHX Text
255
AutoCAD SHX Text
GIRDER5R-501
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WB4460X1000-135/50
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(TOS +
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99.904
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M)
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5500
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5000
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C
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-
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C
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CGIRDER1R-101
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WB2750X1000-50/36
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(TOS +
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95.139
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M)
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S10R
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305
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GIRDER3R-301
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WB4460X1050-135/50
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(TOS +
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99.904
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M)
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S11R
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EL+92389
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EL+95139
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GIRDER4R-401
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WB4270X1250-85/40
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(TOS +
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99.714
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M)
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GIRDER4L-401
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WB4270X1250-85/40
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GIRDER5L-501
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WB4460X1000-135/50
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5500
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S10L
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S11L
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D
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-
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D
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CGIRDER1L-101
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WB2750X1000-50/36
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305
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GIRDER3L-301
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WB4460X1050-135/50
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EL+92389
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EL+95139
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5000
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12000
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30200
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30710
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2550
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GIRDER5L-501
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WB4460X1000-135/50
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B
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-
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B
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9355
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255
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2223
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305
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4175
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EL+95444
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CGIRDER1L-101
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WB2750X1000-50/36
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1379
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20
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2550
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2223
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300
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GIRDER5M-501
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WB4500X1000-155/36
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9355
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255
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2223
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GIRDER5R-501
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WB4460X1000-135/50
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2550
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2550
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300
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2223
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4175
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EL+95444
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CGIRDER1R-101
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WB2750X1000-50/36
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1379

H J

107

106

105/AXIS

104

103

G

NOTES:-

1) FOR GIRDER WELDING DETAILS REFER DRAWING NOS. 1-35-211-15799 AND 1-35-211-15817

2) THIS DRAWING SHALL BE READ ALONG WITH DRG NOS. 0-35-211-20983 AND 0-35-211-20984

3) FOR SECTION VIEWS REFER DRAWING NOS. 0-35-212-20986

LEGEND:-

1) T.O.S : TOP OF STEEL

A

B

C

D

E

F

G

H

J

K

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M M

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A

DRAWING NO:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

87654321 161514131211109

REFER PLANT STD. NO TP 023 0299

DIMENSIONS DURING MANUFACTURE

FOR TOLERANCES OF UNTOLERANCED

0-35-212-20985

SL NO

BOLT SUMMARY

QTY

BOLT SIZE & 1"WASHER"

1 HSFG:M24x80 438

2 HSFG:M24x90 426

3 HSFG:M24x100 64

4 HSFG:M24x130 408

5

TOTAL

1336

WEIGHT (Kg)

268787.009

QTY

TOP/ BOTTOM/ REST PLATE

BOLT SIZE

JOINT NO

MARK NO

ASSEMBLY

CGIRDER1L-101 -NA- HSFG:M24x100 8

CGIRDER1L-101 -NA- HSFG:M24x130 204

CGIRDER1R-101 -NA- HSFG:M24x100 8

CGIRDER1R-101 -NA- HSFG:M24x130 204

GIRDER4L-401 -NA- HSFG:M24x80 94

GIRDER4L-401 -NA- HSFG:M24x100 12

GIRDER4M-401 -NA- HSFG:M24x80 82

GIRDER4M-401 -NA- HSFG:M24x90 78

GIRDER4R-401 -NA- HSFG:M24x80 94

GIRDER4R-401 -NA- HSFG:M24x100 12

GIRDER5L-501 -NA- HSFG:M24x80 70

GIRDER5L-501 -NA- HSFG:M24x90 68

GIRDER5L-501 -NA- HSFG:M24x100 12

GIRDER5M-501 -NA- HSFG:M24x80 28

GIRDER5M-501 -NA- HSFG:M24x90 212

GIRDER5R-501 -NA- HSFG:M24x80 70

GIRDER5R-501 -NA- HSFG:M24x90 68

GIRDER5R-501 -NA- HSFG:M24x100 12

8

GIRDER5R-501

WB4460X1000-135/50

41582.351

1

0-35-212-21001

No

7

GIRDER5M-501

WB4500X1000-155/36

45770.429

1

0-35-212-21000

No

6

GIRDER5L-501

WB4460X1000-135/50

41582.351

1

0-35-212-20999

No

5

GIRDER4R-401

WB4270X1250-85/40

33872.633

1

0-35-212-20998

No

4

GIRDER4M-401

WB4300X1250-100/32

38303.387

1

0-35-212-20997

No

3

GIRDER4L-401

WB4270X1250-85/40

33873.085

1

0-35-212-20996

No

2

CGIRDER1R-101

WB2750X1000-50/36

16901.387

1

0-35-212-21003

No

1

CGIRDER1L-101

WB2750X1000-50/36

16901.387

1

0-35-212-21002

No

VA

RIA

NT

NU

MB

ER

IT

EM

NU

MB

ER

DESCRIPTION

ST

D

DRAWING NUMBER

ITEM NO

VAR NO

MATERIAL CODE

MATERIAL SPECN

A/C

/P

UN

IT

DI

UNIT WEIGHT

QUANTITY

GS

ZO

NE

0

YUVA/SAR/ASH

J SOMU

PARAMESWARI 09.09.2016

10.09.2016

12.09.2016

DRAWING NO :

REF TO ASSY / OLD DWG

NAME

WEIGHT (Kg)

APPD

CHD

DRN

SIGNATURE

REV

SCALE

ST

122

PROJECTION

DATE

UNIT: HIGH PRESSURE BOILER PLANT

TIRUCHIRAPALLI - 620014

ARE IN MM

ALL DIMENSIONS

CUSTOMER/PROJECT

OR NAME OF

TYPE OF PRODUCT

CODE

DEPT

TITLE

355-052

0-35-212-20985

Bharat Heavy Electricals Ltd

ASSY. OF CEILING GIRDER

IInd-PASS

CA

UT

IO

N: T

he inform

ation on this

docum

ent is the property of B

HA

RA

T

HE

AV

Y E

LE

CT

RIC

AL

S L

TD

. It m

ust n

ot

be used directly or indirectly in any

way detrim

ental to the interest of

the com

pany.

NTS

PLAN OF CEILING GIRDER IInd- PASS

12000

2550

15100

10200

10500

B

B

C C

A

A

S11L

GIR

DE

R5

M-5

01

WB

45

00

X1

00

0-1

55

/3

6

(TOS +

99.92

4M)

GIR

DE

R5

R-5

01

WB

44

60

X1

00

0-1

35

/5

0

(TOS +

99.90

4M)

GIR

DE

R4

M-4

01

WB

43

00

X1

25

0-1

00

/3

2

(TOS +

99.72

9M)

D D

9355

4175

10000

1379

S10R

2550

FOR GIRDER DETAILS REFER DRG NO. 0-35-211-20983

AND 0-35-211-20984

2223

2223

CGIRDER1R-101 WB2750X1000-50/36

(TOS + 95.139 M)

GIR

DE

R4

R-4

01

WB

42

70

X1

25

0-8

5/4

0

(TOS +

99.71

4M)

S11R

9355

2223

4175

5500

10000

10500

2550

2550

2223

1379

S10L

5000

CGIRDER1L-101 WB2750X1000-50/36

(TOS + 95.139 M)

GIR

DE

R4

L-4

01

WB

42

70

X1

25

0-8

5/4

0

(TOS +

99.71

4M)

GIR

DE

R5

L-5

01

WB

44

60

X1

00

0-1

35

/5

0

(TOS +

99.90

4M)

80

0

WELDED BEAM (TYP)

RELEASED IN PGMA 35-214

S12R

WELDED BEAM (TYP)

RELEASED IN PGMA 35-214

15100

S18

S12L

COLUMN DESIGNATION

COLUMN SIZE

S11L & S11RWPI 1000

A

B

C

D

E

F

G

H

J

K

L

M M

L

K

J

H

G

F

E

D

C

B

A

DRAWING NO:

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

87654321 161514131211109

REFER PLANT STD. NO TP 023 0299

DIMENSIONS DURING MANUFACTURE

FOR TOLERANCES OF UNTOLERANCED

0-35-211-20983

SL NO

BOLT SUMMARY

QTY BOLT SIZE & 1"WASHER"

1 HSFG:M24x80 718

2 HSFG:M24x90 906

3 HSFG:M24x100 176

4 HSFG:M24x110 152

5

TOTAL

1952

WEIGHT (Kg)

345302.259

QTY

TOP/ BOTTOM/ REST PLATE

BOLT SIZE

JOINT NO

MARK NO

ASSEMBLY

GIRDER1L-101 -NA- HSFG:M24x80 76

GIRDER1L-101 -NA- HSFG:M24x90 70

GIRDER1L-101 -NA- HSFG:M24x100 38

GIRDER1M-101 -NA- HSFG:M24x80 100

GIRDER1M-101 -NA- HSFG:M24x90 174

GIRDER1R-101 -NA- HSFG:M24x80 76

GIRDER1R-101 -NA- HSFG:M24x90 70

GIRDER1R-101 -NA- HSFG:M24x100 38

GIRDER2L-201 -NA- HSFG:M24x80 76

GIRDER2L-201 -NA- HSFG:M24x90 40

GIRDER2L-201 -NA- HSFG:M24x100 38

GIRDER2L-201 -NA- HSFG:M24x110 38

GIRDER2M-201 -NA- HSFG:M24x80 100

GIRDER2M-201 -NA- HSFG:M24x90 198

GIRDER2R-201 -NA- HSFG:M24x80 76

GIRDER2R-201 -NA- HSFG:M24x90 40

GIRDER2R-201 -NA- HSFG:M24x100 38

GIRDER2R-201 -NA- HSFG:M24x110 38

GIRDER3L-301 -NA- HSFG:M24x80 80

GIRDER3L-301 -NA- HSFG:M24x90 40

GIRDER3L-301 -NA- HSFG:M24x100 12

GIRDER3L-301 -NA- HSFG:M24x110 38

GIRDER3M-301 -NA- HSFG:M24x80 54

GIRDER3M-301 -NA- HSFG:M24x90 234

GIRDER3R-301 -NA- HSFG:M24x80 80

GIRDER3R-301 -NA- HSFG:M24x90 40

GIRDER3R-301 -NA- HSFG:M24x100 12

GIRDER3R-301 -NA- HSFG:M24x110 38

9

GIRDER3R-301

WB4460X1050-135/50

42812.599

1

0-35-211-20995

No

8

GIRDER3M-301

WB4500X1050-155/45

50645.642

1

0-35-211-20994

No

7

GIRDER3L-301

WB4460X1050-135/50

42813.051

1

0-35-211-20993

No

6

GIRDER2R-201

WB4470X1100-100/40

34729.780

1

0-35-211-20992

No

5

GIRDER2M-201

WB4500X1100-115/32

39203.374

1

0-35-211-20991

No

4

GIRDER2L-201

WB4470X1100-100/40

34730.233

1

0-35-211-20990

No

3

GIRDER1R-101

WB3970X1250-85/36

31529.937

1

0-35-211-20989

No

2

GIRDER1M-101

WB4000X1250-100/32

37307.254

1

0-35-211-20988

No

1

GIRDER1L-101

WB3970X1250-85/36

31530.389

1

0-35-211-20987

No

VA

RIA

NT

NU

MB

ER

IT

EM

NU

MB

ER

DESCRIPTION

ST

D

DRAWING NUMBER

ITEM NO

VAR NO

MATERIAL CODE

MATERIAL SPECN

A/C

/P

UN

IT

DI

UNIT WEIGHT

QUANTITY

GS

ZO

NE

0

YUVA/SAR/ASH

J SOMU

PARAMESWARI 09.09.2016

10.09.2016

12.09.2016

DRAWING NO :

REF TO ASSY / OLD DWG

NAME

WEIGHT (Kg)

APPD

CHD

DRN

SIGNATURE

REV

SCALE

ST

122

PROJECTION

DATE

UNIT: HIGH PRESSURE BOILER PLANT

TIRUCHIRAPALLI - 620014

ARE IN MM

ALL DIMENSIONS

CUSTOMER/PROJECT

OR NAME OF

TYPE OF PRODUCT

CODE

DEPT

TITLE

355-052

0-35-211-20983

Bharat Heavy Electricals Ltd

ASSY. OF CEILING GIRDER

Ist- PASS

CA

UT

IO

N: T

he inform

ation on this

docum

ent is the property of B

HA

RA

T

HE

AV

Y E

LE

CT

RIC

AL

S L

TD

. It m

ust n

ot

be used directly or indirectly in any

way detrim

ental to the interest of

the com

pany.

NTS

PLAN OF CEILING GIRDER Ist- PASS

D D

C

C

B

B

A

A

107

106

105/AXIS

104

103

GFED

NOTES:-

1) FOR GIRDER WELDING DETAILS REFERE DRAWING NOS. 1-35-211-15799 AND 1-35-211-15817

2) THIS DRAWING SHALL BE READ ALONG WITH DRG NOS. 0-35-211-20984.

LEGEND:-

1) T.O.S : TOP OF STEEL

12

00

0

11500

25

50

10

20

0

93

55

22

23

10

00

0

WELDED BEAM (TYP)

RELEASED IN PGMA 35-213

13

79

41

75

22

23

S7R

25

50

25

50

S13R

25

50

S8R

GIR

DE

R1

R-1

01

WB

39

70

X1

25

0-8

5/3

6

(T

OS

+

99

.4

14

M)

25

5

GIR

DE

R1

M-1

01

WB

40

00

X1

25

0-1

00

/3

2

(T

OS

+

99

.4

29

M)

93

55

11500

41

75

10

00

0

22

23

22

23

S13L

13

79

S7L

GIR

DE

R1

L-1

01

WB

39

70

X1

25

0-8

5/3

6

(T

OS

+

99

.4

14

M)

25

5

S8L

GIR

DE

R2

R-2

01

WB

44

70

X1

10

0-1

00

/4

0

(T

OS

+

99

.9

14

M)

S9R

GIR

DE

R2

M-2

01

WB

45

00

X1

10

0-1

15

/3

2

(T

OS

+

99

.9

29

M)

S10R

GIR

DE

R3

R-3

01

WB

44

60

X1

05

0-1

35

/5

0

(T

OS

+

99

.9

04

M)

GIR

DE

R3

M-3

01

WB

45

00

X1

05

0-1

55

/4

5

(T

OS

+

99

.9

24

M)

11800

GIR

DE

R2

L-2

01

WB

44

70

X1

10

0-1

00

/4

0

(T

OS

+

99

.9

14

M)

S9L

GIR

DE

R3

L-3

01

WB

44

60

X1

05

0-1

35

/5

0

(T

OS

+

99

.9

04

M)

S10L

COLUMN DESIGNATION

COLUMN SIZE

S8L & S8R

S9L & S9R

S10L & S10R

WPI 900

WPI 1000

WPI 1000