o,
}HWAY AUTHORITY
)ntract Administration Section
mabad E 05 7-9032727.E 05 I-926O4t9
No 2(470)/GM(P&CA)/NHA/2016l
f/ t( K
').b t"'n' 2016
To,
All Prospective bidders
M/s.
Subject:
MINUTES OF MEETING AND ADDENDUM NO. 1
Post-Flood National Highways Rehabilitation proiect
ADB/rCB/PNHRP: Rehabilitation of Road. N-So Kuchlac - zhob D.I. Khan
Lot - 1:
Rm 447+OOOto Krn 457+630 (1O.68 Km)
Lot 2l
Km 388 to Km 422 139 Km)
Find enclosed herewith Minutes of Meeting and Addendum No.1 for
your information and necessary action, please.
b
)
Generd
Copv for information:
Member (Engg-Coord), NHA, Islamabad.
Asian Development Bank, PRM.
r (P&CA)
o
M I N U T E SO F P R E - B I DM E E T I N GH E L DO N 2 9 T H
J U N E2 0 1 6
Rehabilitation
of Road.
-Zhob
- D.l.Khan
N-50Kuchlac
Lot- 1 :
Lot-2:
Km 447+000
to Km 457+680(10.68Km)
Km 388to Km 427 (39Km)
A Pre-bidMeetingwas held in NHAAuditorium
at 1100hourson 29thJune
2016to discussthetenderdocuments
issuedto biddersandclarifythe points,if any,raised
by them.Thefollowing
attended
the Meeting
.
NationalHighwayAuthority
Mr. lkramusSaqlainHaider,GeneralManager(FERP/PNHRP)
ii.
iii.
.
Mr.ljazAhmed,Director
(P&CA)-ADB
Works
Mr.LiaqatAli,DeputyDirector
(P&CA)
Bidders
Sr.
No.
1
2
4
o
CompanyName
Name
Designation
M/s Design& Engineering
System(Pvt) M r .
Muhammmad
OfficeEngineer
Ltd.
AzamMirza
M/s NLC
Maj (R) SajidTaqub
M/s Metallurgical
Corporation
of China
Mr.YorkZhaiv
Ltd.
sM (P&A)
Director
Bus.Dev.
M/s Haji RaeesKhan& Sons Constr.
Mr.M. ldreesKhan
Co.
M.D.
M/s MatraconPakistan(Pvt)Ltd.
M/s CALSONS
Mr. QaiserMehmood
Manager
Contracts
Mr.BadarAyub
ContractManager
2.
Director(P&CA)-ADBWorks welcomedthe participants
of the Pre-bidmeeting.He
askedthe biddersto comeforwardwiththeirquestions.
The queriesraisedand theirrepliesare detailedbelow:
3.
Sr.
No.
1
z-
4
5
6
7
B
I
Question
Reply
lf a bidder downloadsthe documentsform NHA No, it is not mandatoryto purchaseif firm
Website,whetherit is also requiredto purchasethe downloads
it frominternet.
same from NHA?
MDB standsfor?
MDBstandsforMultilateral
Development
Banx.
The
bidders
through
their
own
arrangement
are
What will be the site visitarranoement?
advisedto visitsite beforesubmissionof bid.
Canthe employer
tell us aboutsoilinvestigation
or Informationon soil investigation
can be acquired
conditions?
from desiqnsection
Reputableforeign banks are the banks which
Reputable
foreignBankslistcan be provided
are internationally
wellrecognized.
Bid submission
date mav be extended.
Pleasereferto addendum No.1.
Scannedcopieswillworkfor technicalbids?
Pleasereferto ITB20.2.
PECregistration
is required
for national
bidders,
pleasereferto Section3, para2.1.6.
"Yes.
para2.4.1for requirement
lf a projectfulfilsthe similarexperienceof one lot Referto Section3,
of
construction
experience
againsteach lot,
(bigger)it is sufficientfor both lots and can we
moreover,
para
Section
3,
2
4.2
clearlyindicate
attq
for key activitiesexperience.
the requirement
of construction
in
experience
kevactivities."
PECregistration
requirement
for JV mernbers.
I
10
Lot - 1 : Km 447+000to Km 457+680(10.68Km)
Bill # 44 Structures(Culvertsand Retainingwalls)
pay item401 (f)- Quantitytakenin BOQ as 720 M3
seemsto be factitious
Bill # 44 Structures(Culvertsand Retainingwalls)
pay item 404 (c) Steel ExpansionJoints, No
Drawing/ Designavailablein TenderDocuments
Quantity has been verified from backup
calculation
sheetsof Engineer's
Cost Estimate
andfoundOK.
The Drawing for the Typical Details of
Expansion Joints is already in the Tender
11
Drawingsfolder,pleasereferdrawingNo. OCLFERP-N5O-S01.
Bill # 6 Ancillaryworks pay item SP-6, passenger The drawingwas inadvertently
missed in the
1 2 shelterNo design / Drawingavailablein Tender drawingsfolder,referto AddendumNo.1.
documents.
Bill # 7, SP-4, Running and maintenanceof No mileagelimithas beenfixedfor a vehicleper
1 3 . Engineer's Transport, Please mention limit of month.However,the vehicleshouldbe used as
mileagefor eachvehicleper month
per site requirements
with in the ProiectVicinitv.
Bill # 7(a) Generalitems,Periodfor maintenance Referto AddendumNo. 1.
underSP takenin BOQ as 9 monthswhereasTime
14
for Completionof the Projectvide biddingdata is
365 days(12 month)pleaseclarifv
Lot - 2: Km 388 to Km 427 (39 Km)
Bill # 44 (Culvertsand Retainingwalls) pay items Quantity has been verified from backup
15
401 (f) Lean Concrete:Quantitytaken in BOQ is calculation
sheetsof Enoineer's
Cost Estimate
5,889CM, pleaseverifv
andfoundOK.
Bill# 44 & 4B, some pay itemsare headedby word The SP's have been given properNumberand
SP without relevant SuccessorNumber. olease the description
of those SP's has been added
to
clarify.
intothe SpecialProvisionin BiddingDocuments
(Volume 1) Moreover,the relevant pages of
SP'sin BOQ has beenmodified.
(Bridges)pay item 406(e) The Unit of measurefor ElastometricBearing
Bill # 4B Structures
17
Elastomeric
Bearing
Pads,Unitof measure
takenin Pads in BOQ is taken as Cubic Centimetres
BOQis CMas it is takenin CubicCentimeters.
(ccm).
Bill # 48 Structures (Bridges) pay item SP The quantityhas been verifiedfrom the Backup
18
Expansion
JorntN-65:Quantitytakenin BOQ is 356 calculation
and foundOK.
M. Pleaseverifv
Bill# 48 Structures
(Bridges)Pay item SP providing The Standard Shear Connectors Drawing is
10
and FixingShearConnecters,
No design/ drawing already provided in Drawing Folder. Please
availablein tenderdocuments.
referDrawingNo. OCL-FERP-N50^5-04.
=
Bill # 48 Structures (Bridges) pay item SP Lengthof Road
250 m
=
20
maintenanceof TemporaryRoad : please provide Widthof Road
6.1 m
necessarvdata for costinqthe bid.
Thicknessof Subbase =
0.20m
Bill # 48 Structures(Bridges)Pay item SP, Soil Requirementshave been furnishedin Special
21
Investigation
in detail,pleasefurnishrequirements. Provision
SP-43.
Bill# 6 AncillaryWork : Pay ltem SP-6,Passenger The drawing was inadvertentlymissed in the
2 2 . Shelter,No drawing/ Design availablein tender DrawingsFolder,referto AddendumNo.1.
documents
Btll # 7 General ltems, Time for providingand Referto AddendumNo.1.
maintenance
of Engineersfacilitiesis taken as 12
z5
month,where as time for completionof the Project
as per BiddinqData is 24 monthpleaseclarifv.
B i l l # 7 G e n e r a l l t e m s , S P 4 , R u n n i n g a n d No mileagelimithas beenfixedfor a vehicleper
24
maintenance of Engineer's Transport, Please month.However,the vehicleshouldbe used as
mentionlimitof mileaqeper monthfor eachvehicle. per site requirements
with in the ProiectVicinitv.
-A
t h e i rb i d s
Firmswere advisedto readthe bid documentand visitsite area priorto submission
of
The meetingconcludedwitha voteof thanksto all the participants.
--oo0oo..
2
ADDENDUM NO. 01
Post-FloodNationalHighwaysRehabilitationProject
ADB/ICB/PNHRP;Rehabilitationof Road,N-50 Kuchlac- Zhob D.I. Khan
Lot 1
Km 447+000to Km 451+680 ( I 0.68 K-)
Lot 2
Km 388to Km 427 (39 Km)
The followingamendments
have beenmadein the Bid Documentunderthis Addendum,
which shall be read and construedas an integralpart of Bid Documentand shall take
precedence
in case of any conflict / ambiguitiesin the Bidding Documentand other
provisions
of theBiddingDocument.
VOLUME - I
I . Section2 - Bid Data Sheet:
Ref'erpage 2-4, ITB 22.1 and ITB 25.1, the date for bid submissionand openingof
Technical
bidsbechanged
asTuesday9fl'August2016.
2. Section4 - BiddinsForms:
(10.68Km)
Lot # l: Km 447+000
to Km 457+680
(CulvertsandRetainingWalls):Page-4-40:
i) Bill No. 4A.:STRUCTURES
ItemNo. of
SPsbereplaced
with thefollowing:
Item
Description
No.
SP_35 MakinqWeep Hole 6" x 6" as per Drawinos
SP_36 WaterStops225 m Wide
Premoulded
JointFiller12 mm ThickwithBitumastic
SP_38
JointSeal
ii) Bill No. 7: GENERALITEMS:PagesNo. 4-43be replaced
with the arnended
Page
attached
at Attachment-I.
Lot # 2: Km 388 to Km 427(39 Km)
i) Bill No. 4A':STRUCTURES
(CulvertsandRetainingWalls):Page-4-50:
ItemNo. of
SPsbe replaced
with thefollowing:
Item
No.
SP-35
SP-36
SP-37
SP-38
Description
Making WeepHole 6'zx6'as per Drawings
WaterStons225rn Wide
Prov ding & Fixing ExpansionJointCompleteas per Drawing,
Specfication & Directionof the Ensineer
Prernoulded
.lointFiller l2 mrn Thick with BitumasticJointSeal
i i ) B i l l N o . 4 8 : S T R U C T U R E(Bridges):
S
Page-4-52:Item No.406e,Unit "rn"' be
replaced
withtheUnit "Ccm".
Page 1 of2
ADDENDUMNO. 01
(Bridges):
iii) Bill No. 48: STRUCTURES
Page-4-52
& 53:ItemNo. of SPsbe replaced
with thefollowing:
Item
No.
SP-39
SP-40
SP_4I
SP_42
SP_43
SP_44
Description
N-65 Exoansion
Jointwith IntesralFixins
ProvidingandFixingShearConectorincludingCostof Drilling,
Welding& NM-Shrinkage
Groutsetc.,Complete
asper
Specifications.
of
the
Drawinss& Direction
Ensineer
ProvidingLayingandFixingin ProperPositionRainWaterPipe
100mm Dia 400mm Lons(UPVCPipe)
Premoulded
JointFiller 72mm Thickwith Bitumastic
JointSeal
Soil Investisation
in Detail
Maintenanceof TemporaryRoad
iv) Bill No. 7: GENERAL ITEMS: PagesNo. 4-57 be replacedwith the amendedPage
attachedat Attachment-II.
3. Section6 - Bmployer's Requirements:
Refer page6-46, addthe pagesas attachedat Attachment-Ill.
VOLUME _ III:
4. TBNDER DRAWINGS
Lor # l: Km 447+000ro Km 457+68000.68 Km)
i)
Add the drawingsNo. OCL-FERP-N50-S0I
at end drawingpage as attachedat
Attachment-IV.
Lot # 2: Km 388to Km 427(39Km)
ii) Add the drawingsNo. OCL-FERP-N50-BSD-01
at the endof alreadyas issuedtender
drawingsasattached
at Attachment-IV.
shallremainsame.
5. Othertermsandconditions
Page 2 of 2
Section
4 - B i d d i n gF o r m s
+43
Rehabilitatioo
n f R o a d ,N - 5 0K u c h l a c- Z h o b - D . l .K h a n
Lot # 1 : Km 447+000to Km 457+680(10.68Km)
Attachment - I to
Addendum No. 7
BILLOF QUANTITIES
BILL NO.7(A): GENERALITEMS
Item
No.
Description
sP-1(ii)
R u n n i n g a n d M a i n t e n a n c eo f R e s i d e n t E n g i n e e r ' s O f f i c e
Accomodation
Month
1-
sP-2(ii)
R u n n i n g a n d M a i n t e n a n c eo f R e s i d e n t E n g i n e e r ' sH o u s i n c
Accomodation
Month
12
Month
12
Runningand Maintenance
of Engineer's
Transporl,Toyota
SP-a(iv)DoubleCabinHilux D4D 2500 CC or Equivalent
alonqwith M o n t h
Driver(01No Vehicle)
12
Runningand Maintenanceof ProvideEngineer'sTransport
SP-a(v) Toyota Single Cabin Delux D4D 2494 CC or Equivalenl Month
alongwith
Drivers(02 Nos Vehicles)
Zq
Runningand Maintenanceof ProvideEngineer'sTransport
SP-a(vi) Suzuki Cultus or EquivalentalongwithDrivers (05 Nos Month
Vehicles)
60
sP-5(ii)Running& Maintenance
of SurveyEquipment
Month
12
3 P - 1 8 EmployTraineeEngineer
including
Boarding
and Lodging
Month
24
sP-3(ii) Running
andMaintenance
of Engineer's
BaseLaboratory
Unit
Quantity
Fiqures)
RATE(Rs. in Words)
Amount
(Rs.)
tz
x@h
Single-Stage: Two-Envelope
Rate(Rs.in
Procurement
of Works
TOTALOF BILL NO. 7(A): GENERALITEMS
ICB/PNHRP/N-50
o
. Section4 - BiddingForms
4-57
Rehabilitation
o f R o a d ,N - 5 0K u c h l a c- Z h o b - D . l .K h a n
Lot# 2: Km 388to Km427(39Km)
Attochment - ll to
Addendum No. 7
BILL OF QUANTITIES
B I L LN O . 7 ( A ): G E N E R A L
ITEMS
Item
No.
Description
Unit
Quantity
R u n n i n ga n d M a i n t e n a n c eo f R e s i d e n tE n g i n e e r ' sO f f i c e
Accomodation
Month
24
sP-2(ii)
R u n n i n ga n d M a i n t e n a n c eo f R e s i d e n tE n g i n e e r ' sH o u s i n g
Accomodation
Month
z+
sP-3(ii)Runningand Maintenance
of Engineer's
BaseLaboratory
Month
1A
Runningand Maintenance
of Engineer's
Transport,
Toyota
SP-a(iv)DoubleCabinHiluxD4D2500CC or Equivalent
alonowith
Driver(01No Vehicle)
Month
24
Runningand Maintenance
of ProvideEngineer's
Transport,
SP-a(v) ToyotaSingleCabinDeluxD4D2494CC or Equivalent
alongwith
Drivers(02 Nos Vehicles)
Month
48
Runningand Maintenance
of ProvideEngineer's
Transport,
SP-a(vi)SuzukiCultusor Equivalent
alongwith
Drivers(05 Nos.
Vehicles)
Month
120
sP-5(ii)Running& Maintenance
of SurveyEquipment
Month
24
S P - 1 8 EmployTraineeEngineer
including
Boarding
and Lodging
Month
48
sP-1(ii)
'e
Single-Stage: Two-Envelope
F i qu r e s )
RATE(Rs.in Words)
Amount
(Rs.)
TOTALOF BILL NO.7(A): GENERALITEMS
zfiN
4
' +1
Rate(Rs. in
\
v\
C
3
o,
:ll
Works
ICB/PNHRP/N
N/tqA,.'.""1-Tl
/
Pnovtstous
SpecrriclloNs- SpectRu
,
V AAl"d, 4
TABLEOFCONTENTS
Weephole6' x 6" as perdrawings................
SP-35fulaking
SP-36WaterStops225mmWide.........
02
................
02
..........
jointcompleteas per drawings,
& directionof
specification
& Fixingexpansion
SP-37 Providing
. . . . .0 2
.............:.....
t h eE n g i n e e r . . . . . . . . . . . . . . . . .
JointSeal...
JointFiller12mmThickwithBitumastic
SP-38Premoulded
03
.....'...........
jointwithintegral
fixing
SP-39N-65Expansion
03
..................
SP-40 Providing& fixingshear connectorincludingcost of drilling,welding& NM-Shrinkage
groutsetc.,completeas per specifications,
.........03
of the Engineer.
drawings
& drarvings
'SP+1 Providing,
layingand fixingin properpositionRainWater pipe100mmDia400mmlong
( U P V CP i p e ) . . . . , . . . .
. . . . . . . . . .0. .4.
...............r...
jointseal....
SP-42Premoulded
JointFiller12mmThickwithBitumastic
SP-43Sdillnvesiigalion
in detai1..........
SP44 lvlaintenance
of Temporary
Road
04
..................
.....,...,,,
05
.........
06
sp-35 &tAKiNG
WEEPt_tot-E
6'X 6" ASFERDRAWTNGS
A PVc pipe of Diameter=
ZSmmhas beenDrovi.rarr
ac r^r^^,
avoid
chcckins
c'heweep
h;,
; ;;":"1:,':T:fi
HTffi,J l"'l5Jii#il;ll
fulateri'ar
wirtbe
constructed
bythe.*u.o",
Thecontractor
willb
cn thestariof weepnoleat firting
side.
:J*;T:r:iil:,',jr[:T
r:;*.,,Li"1*:T;:i:'iJ"#HT*:[:i;:ff
The follov.ring
item is
for fulakingweep hote,
as shownin the dralvings
di,'ected
by ilre arn,n"Sl.ouided
or as
Payftem
No.
sP-35
Description
Making
Weep
Hole
6,,"U,,u,
p"ililg.-
sP-36WATERSTOPS225MJVI
Unitof
Measurement
Rm.
W,DE
The contractor
will o" responsible
for providing
thejwater stopperof
wheretherewi, ;;
width = 225mm
rareorrhisprovision;":il:l;li Li::i
,;
n"
ilj:I,.",
:,.T
ffi:,i,"#l },","TlIn1,,
stops
J::':HT, fl,:: ilT:'J,JLrhewarer
225mm
wide,
asshown
inrhe
Pal ftem
No.
sP-36
Descript!on
WalerStops2ZSmmWide
sF.37
Unitof
llleasurement
Rm.
oMpLErEAs pERDRA
:ffJH["', ;'J,'l=""
w,N
fff
G,
:T'fi
:,i,:I,T,:.:
"x
The contractor
will be t"tPgnsible
resnn^o;hr^
r^n
for Providing
& Flxingof thr
ExpansionJoints,r'u
orthis
prov'.'"r
Laborcomprere," Rate
""ir5"t"fi'!':jlffi;[fi:l;
",,ljJJJilinss'
ll"*,l"J::jl:Jf;::ff H::,,:"J
Exp
.o,,p,ete
asper
;l;:Hi I I::,,n ansion.,oin-r
ti..--\
---'CJ/
o
I
I
/
/
Pay ltenr
No.
Description
sP-37
Expansion
Providing
& Fixing
Jointcornpleie
asper
Specification
Drarving,
of the Engineer
& Direction
Unitof
lsleasurerflent
Rm.
SP.38 PREIIICULDED
JOII.ITFILLER1?MI!iTIiICKBITUMASTIC
JOINTSEAL
The Contractor
will be responsible
for Cuttingand cleaningthe sudacecf concreteand
thenfillingit withthe Jointfilleraf 12mmthickness.
includes
the
The rateof thisprovision
rateof Malerialand Laborcompletein allrespect.
The following
item is provldedfor Pre-moulded
or as
JointFilleras shownin thedrawings
directedby lhe Enpineer.
Pay ltem
No.
sP-38
Description
Premoulded
JointFiller12mmThickBitumastic
Jcint
Seal
Unitof
Measurement
i
Snm
SP.39 N-65EXPANSION
JCINTV'/ITHINTEGRAL
FIXING
joint consisting
The assemblyfor expansion
of the cageof reinforced
barswill be made
and fixedin the recesson the deck slabat the locaiionlvhereexpansion
jointwill be
provided.
.
The Contractorwill be responsible
for executingthe expansionjointas per approved
drawing.The rate of this provision'includes
the rate of Material,
Equipment
& Labor
completein all respect.
The followingitem is providedfor N-65Expansion
Jointas shorvnin the dr'alvings
or as
directedby the Engineer.
Pay ltem
No.
Description
Unitof
llleasurement
SP-39
N-65Expansion
JointS/ithlntegralFixing
Rm.
SP4O PROVIDING
& FIXINGSHEARCONNECTOR
In caseof strengthening
the old concretestructures,
shearconnectors
will playtheirrole
joining
by
the neurand oldreinforcemenl
makingit a monolithic
structure.
The Contractor
will be responsible
and fixingof the shearconnector
for providing
which
will consistof Drilling,cleaningthe hole,providing
anticorrosive
approved
agenton the
existingsteel and fillingthe hole v,riththe
o
The rate of this provisicnincludesihe rateof
all respect.
The following
iiem is providedfor ShearConnectors
as shownin the drawingsor as
directed
bytheEngineer.
Pay ltem
No.
Descript!on
SP-40
FroviCing
& fixingshearconnector
including
cosi of
Drilling,
$/e!dingandNiVt-Shrinkage
Groutetc.,
completeas per specification,
drawinganddirection
of Engineer
lJnit of
Measurement
sP-11PROVIDING,
LAYINGAND FIXINGIN PROPERPOSITION
R$N WATERPIPElOOMM
DrA400MMLONG(UPVCPIPE)
UPVCpipewillbe providedand fixedin the ceckof the bridgefor facilitating
the drainage
of rain water.The contractorwill be responsible
for providinglhe materialaccordinglo the
specifications
andlayingit as perdrawings.
The rateof thisprovisionincludesthe rateof fvlaterial,
Equipment
and Laborcompletein
allrespect,
Thefollowing
itemis providedfor RainV/aterpipeas shov.;n
in the diaviingsor as directed
by the Engineer.
Pay ltern
No.
sP-41
Description
Unit of
Measurement
Providing,
Layiirgand Fixingin properpositionRain
WaterPipe100mm.Dia
400mmLong(UpVCpipe)
Nos.
SP42 PRETVIOULDED
JOINTFILLER1zMTYI
THICKBITUMASTIC
JOINTSEAL
The contractorwill be responsible
for Cuttingand cleaningthe surfaceof concreteand
thenfillingit withthe Jointfillerof 12mmthickness.
The rateof this provision
includes
the
rateof Materialand
Laborcomplete!n all respect.
The followingitemis providedfor Pre-moulded
JointFilleras shownin thedralvings
or as
directedby the.Engineer,
Pay ltern
No.
Description
Unit of
Measurement
SP-42
Premoulded
JointFitler12mmThickBitumastic
Joint
Seal
sqm.
SOIL INVESTIGANON
N DETAIL
The Soilinvestigation
willIncludethe following;
4" Diameter
RotaryWashBoringupto required
Drilling
depth
iD
SPTat 1.5m interval
i!i)
Lab
Preservation
andTransportation
of Disturbed
Samples
to Approved
iv)
Collection
& Transportation
lab
of Un-Disturbed
SoilSamples
to approved
v)
Collection
& Preservation
of WaterSample.
Following
Testwillbe.conducted
ontheSoitSamples;
i)
GrainSizeAnalysis
ii)
AtterbergLimits
iii)
NaturalMoisture
Content
iv)
SpecificGravity
v)
UnitWeight
vi)
Unconfined
Compression
Test
vii)
DirectShearTest
viii)
Tri-axialTest
ix)
chemicaltests(sulphate,
chlorideandpH Teston soil andwater)
The contractor
wil!be responsible
for conducting
allthetestsas statedaboveandat'the
end willalsobe responsible
for the'Preparation
of Geo-technical
Reportcomplete
in all
respect.
Thefollowing
itemis provided
for Soilinveitigation
asdirectedbytheEngineer.
Payltem
No.
Description
SP-43
SoilInvestigation
in detail
Unitof
Measurement
Job.
SP.44 MAINTENANCE
OF TEIIIPORARY
ROAD
9,
The contractor
willbe responsible
for the Construction
& Maintenance
of Temporary
road
which will be construcledfor facilitatingthe divertedtraffic due to the construction
of
Bridge'lt will alsobe respcnsible
for the safeand smoothflowof trafficby providing
the
properroadfurniture
including
TrafficSignsand Lighting
etc.
The follovring
itern is providedMaintenance
of TemporaryRcad as directedby the
Engineer.
Payltem
No.
Description
SP-44
Maintenance
of temporary
Road
Unit of
Measurement
LumpSum
t
4Z
3 n m O P A C .F l 9 ! R
MATFINISH
PY
0
2_4JLal2^
50 mil lUF FAV=RFLOAA
53T6 rcC l:2:4
CO}.|PACTED
ERI:K flAsT
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