HomeMy WebLinkAbout1994-08-08 94-366 ORDERCOUNCIL ACTION
Date: August8,1994 Item No. .l54266
Item/Subject Design& Engineering Consultant Contract
Responsible Department: Purchasing/Airport
Commentary:
Hoyle Tanner& Associates the Airport's design and engineering consultant proposed a common to
cover the three Airport improvement Program projects that were tentatively approved by the FAA
muter All? No. 3-23-0005-17 for the fiscal year October 1, 1994 through September 30, 1995
(Taxiway W- $1.2 million, GA, Apron- $1.224 million add Security Fencing- $90,00000).
Anew approval process initiated this year by the FAA requires an independent estimeteperfmmed
by another design professional to insure that the proposed f«s me fav and reasonable. The City
retained Riesla d Engineering, hsc. ofadanchemer, New Hampshire to d, the requ'aW review ant
an outline of this process is documented in the attached Inver addressed to Robert Siris of Ne
FAA.
Do to uncertainties in the funding of the AO prodrome, Cords for Taxiway "A" had been approved
at the time the letter was written Since that time funds for the seuuity, fencing have been secured
and the final contract amoum for the HTA contract will he as fo8ows. The cost of the proposed
design/engineering fides will be funded 90% FAA, 5% Maine Department of Transportation= it
5% Airport.
The consulting engineering contract has been reviewed and verbally approved by the FAA
A summary of the fees follows (all amounts are based on actual cost plus a fixed f):
Design Phase
Design $112,700.0(1
Field Survey and Measurement 5,150.00
Soil Borings& Testing 2,90000
Commend on Phase
Bidding 7,650.00
General Construction Administration 29,800.00
Resident Engineering 52,100.00
Control& Testing ofMterials 2,20000
Project Adnumshaaon
5 55000
TWO Estimated Engineering Cost $266,0500)(Notto Exceed)
The following Council Order for amhonization ofthe City Manger to execute the contract will be
presemed m the Finance Committee on August 1, 1994 suit referred toCityCount ' for approval.
m
94-366
Alaysga's Comm/encs: �) �J ,/��
�l �//q�`%hNl�l/2l+}ONNGL�TSC-
' cny nrm�ager
Associated Information Fiennce Committee Approval
Budget Approval'.
Finance Director
Le8a1 Approval:
a;�-
aty Solicitor
04 Passage ❑ first Reading ❑ Referral
Page 2 of
94-366
Aseppei to Councilor Shubert August 8, 1994
CITY OF BANGOR
(TITLE.) @rbfra AuthonamgtheCily+HwtegertoExecute AComultmt E4neeringand Frpjea
Administration Services Contract with Hoyle, Tester &Associates for Security Fencing
[mprovemm[smrLto.Remanwct, Mark. and Litt aPortion of Taxiway A_.. _. ..............
By tM aly Counsil of dw My of Ban":
ORDERED,
TMT EdwardABarren,Cityhfemgerisherebyauthonndtoex mamnsultand
engineering and project adminisuation services contract with Hoyle, Tanner& Associates in the
amount ofS266,050.00 for secunty fencing improvements and to reconstruct, mark and light a
portion ofTauway "A" a Bangor International Airport.
94-366
IN CITY COUNCIL 0 R D E R
August S. 1994
Passed Title. Authorizing the City Manager to execute
wa a Consultant Engineering and Project Admistration
�j' y, Services Contract with Hoyle. Tanner 6 Associates
CITY'CLER@ foi §e<uiity Penting Imp[ovemeues a�N to Reconstruct.
Hark and Light a portion of Taxiway "A".
......................................
to
S ob...
.................
Councilmen
94-366
CITV OF
MAINE
PURCHASING DEPARTMENT Tal-amrvac�am
Oahe N. Pelleam, Pumhasi q Agent
July 22, 1994
U.S. Department ofTransponaeon
Federal Aviation Administration
A=: Robert Sine
12 New England Executive Park
Burlington,Massachusetts 01803
re: Hoyle Tamm & Associates Agreement for
Professional Services F 1994 ATP projects
Dem Mr. Siris:
This le ter coMmrs our discussion on July 18th and documents our negotiations with Hoyle, Temper
& Associates (hereinafter "HTA") for IIris year's AIP projects.
As we discussed, HTA was selected on February 19, 1992 by the City of Bangor to provide
professional design, mginmring and Construction administration services to Beeper Ivtemetioriel Airport
forativeeyearpeiod. Tldsisthesecondymrmdertheoriginalagreemmtbetwee WAmd Ne Ckyof
Bangor, but it is the first year in which we have retained professional outside services to review that
contract.
A brief outline of the Contend development follows:
1. GJermmy1994 ETA and Airport stafinet to develop the overall stype ofthe three
projects included in the 1994 ATP preliminary application:
a. Rehabilitate and Reconstruct a Portion of the Omerdl Aviation Apron.
b. Beconstruct, m &LightaPortionofTaNdway"A".
c. SecurityFencinglmprovements.
2. On January 27, 1994 ETA submitted a draft contract for professional services as follows;
Design $127,000
Field Survey & Measurements 8,900
Soil boring & Testing 26,900
Bidding 9,700
Conshuction Adminastration 45,900
Resident Engineering 101,000
Control & Testing of Materials - 34,800
Project Admbdstration 7 400400
361600
Page 2
July 22, 1994
94-366
3. The City Engineering Department wet requested to review the proposed work and develop
a estimatein acoordance with Advisory Cirmtu 150/5100-14c Alter several months the
Engineering Department rexluested that the Airport Department main the services of an
outside consultant to perform this work as they were limited in both face and femiflarity with
some of the required scope of services.
4. On March 24, 1994 the City contacted with Rieslad Engineering, Toc. of Manchester, New
Hampshire to perform an independent estimate of the services required fm the above
projects.
5. On May 12th Stephen J. Eiesland, P.E. oMestand Engineering, Inc. submitted the initial
independent engineers eatunce for the Amp projects. Bis estimate of $142,217.W was clearly
missing some services that were included an the BTA proposed contact.
6. Several telephone discussions among all parties from May 12th through June 15th took place
to resolve the missing elements ofMr. Riesland's initial estimate. Several areas of service
were identified as rasing or smaller in scope than the WA proposal. Someoftheseitems
were the number of separate bid packages included (one banned of three), an investigation of
an alternate method of construction for Taxiway "A", underground utilities aEeRing the Gk
apron reconstruction, the new bituminous specification (P-401), the inclusion of
construction management plan,a quality control plan and control and testing of materials.
7. During the that week of June Bob Ziegelar contacted Carl Torularm. of BTA and advised
him that the costs quoted by the firm for the FY'94 AIF projects appeared to be substantially
higher than arnicipated, in pamubw in the caress of resident engineering and construction
administration. It was suggested that the services ofjust one BTA resident engineer with an
in-house engineer and that the reimbursement requests to the FAA can be processed by
Airport Staff Further discussion centered mound the level of actual expanses incurred vs.
projected expenses.
S. On June 16, 1994 HTA revised their proposal as follows (shown in the second column):
9. After providing additional information regarding the projects and after several comansations
between S. Riesland and D. Pellegrino that focused on time rather than cost, the independent
estimate was revised and comperes with BTA as follows: (Control & Testing of Materials
was not included in the Riesland review.)
01P2]/94
owtb/96
Design
127.000
$112,700
Field Survey&Meauremen[s
8,900
5,150
Soil boring & Testing
26,900
26,900
Bidding
9,700
6,150
Construction Administration
45,900
39,650
Resident Engineering
]01,000
52,100
Control& Testing of Materials
34,800
34,800
Project Administration
]400
t6=
5550
9. After providing additional information regarding the projects and after several comansations
between S. Riesland and D. Pellegrino that focused on time rather than cost, the independent
estimate was revised and comperes with BTA as follows: (Control & Testing of Materials
was not included in the Riesland review.)
Page 94-366
July 22, 1994
Most EIIA
Desien Phase Houn Amount* Hours Amou
Design - 2,075 86,721 1,946 112,900
Survey 5,856 5,150
Soils Boring&Teeing -11,418 26,900
Construction Pbase
Bidding 184 11,299 84 6,150
Construction Admhdenation 632 32,195 526 39,650
Resident Engineer 868 40,078 702 52,100
Project Admimstrafon
Project Admirustration 188 9510 8 5550
3,947 19],0]] 3,338 248,200
Control and Testing ofMI terials 34,800
*includes expenses
The only area where HTA was significantly higherthan the estimate was Sods Boring & Testing and
this was caused by winter conditions that were not considered in the Riceland estimate.
10. Maher areas of the WA contract proposed fewer hours than the independent estimate end
the costs associated with those hours wme deemed reasonable when the size of the firm and
overhead me considered.
11. The $260,850 amount finalized in the matched contract refieets seductions in construction
administration and control sed tenting of materials due to the delay in funding the General
Aviation Apron and the Security Fencing projdds which will not be completed this year,
12. The final amounts shown in the attached draft contract are considered reasonable by the
sponsor.
13. M negotiations set interactions among the parties were conducted in good faith to ensure
the fees me fah and reasonable. The procedures outlined m AC150/5100-14 have been
followed.
Should you blue any questions concerning any ofthe above please counsel me right away.
t
Da ell
Purchasing Agent
DNP/slp
Co: Bob Ziegelam, AiF ttDioemr
94-366
®RAFT
AL 191994
EXHIBIT "D"
AGREEMENT FOR PROFESSIONAL SERVICES
ENGINEERING AND PROJECT ADMINISTRATION
FOR
• REHABILITATE AND RECONSTRUCT PORTION
OF GENERAL AVIATION APRONS
• RECONSTRUCT, MARK AND LIGHT A PORTION OF
TAXIWAY "A" OF RUNWAY 15 (1200' X 75')
• SECURITY FENCING IMPROVEMENTS
AT
BANGOR INTERNATIONAL AIRPORT
ARTICLE IA. - DESIGN PHASE
Principal Engineer 78 hrs
0 $35.50
- $
2,769
Project Engineer 420 are
0 $20.00
8,400
Staff Engineer 1044 bra
0 $18.00
-
16,792
CADD Supervisor 20 are
® $25.00
500
CADD Operator 300 are
@ $16.00
=
4,800
Word Processor Operator 84 hrs
M $10.50
-
882
Direct Labor
- $
36,143
Payroll Burden & G&A Overheads (1554)
56.202
Subtotal Labor & Overheads
= $
92,165
Reimbursable Expenses
Travel:
Air Charter, Auto and Meals
= $
2,850
Postage & Communications
=
736
Printing:
Bid Documents and Review Copies:
- $
3,165
Estimated Expenses
= S
6.751
ESTIMATED ACTUAL COSTS
_ $
98,916
USE: Actual Cost Not To Exceed
= $
98,900
Fixed Fee Payment
13.800
$112,700
ARTICLE IA - DESIGN PHASE (con[IOxO....)
ConerACt 1 - W`Ampu
TASK -
ESTIMATED M; I RS T R CLASSIFICATION
MMinOa AM. Coominatlon
12
12
a
0
0
0
0
Pavement Design
2
16
16
0
0
0
2
O.T.O. AM EStln•te -
2
2
32
0
0
0
2
AGING l tloati a¢
4
24
24
0
0
0
N
Plan PSaenration - O.C.
16
M
12
0
0
0
0
COME SDeet
0
0
2
0
0
2
0
COCAINE Plan
0
4
4
0
0
6
0
CANtruotrm PM1OaiN ?LAOS R ea)
0
16
24
0
0
12
6
!Apical Se Rim L PwiM OetalA (2 AT)
0
O
16
0
0
0
0
OMI19 Pero (4 m)
0
24
1 N
0
0
24
0
Proelles (I m)
0
2
a
0
0
4
0
Erosion Cartrol Pleu (2 AN)
o
a
a
0
0
12
0
EPmlm Contrat Ort,ne
0
2
4
0
0
0
0
OM re0e 0etaSIN
0
2
4
0
0
0
0
MINIM Film
0
4
12
0
0
0
a
Nlaoe LLarcau Details
0
4
0
0
0
a
0
Crwa Sxtlan (12 ea)
0
36
2M
0
0
40
0
MINIM Leila (2 AN)
0
0
2
0
0
2
0
TOTAL
36
1aa
SW
0
0
150
32
94-366
TOTAL
26
36
N
]4
N
4
14
56
32
2m
14
m
14
16
24
20
30
926
A. PRINCIPAL B. PROJECT ENGINEER C. STAFF ENGINEER
D. ELECTRICAL ENGINEER E. MD SWERVISCR E. CNOD OPERATOR G. END PROCESSOR
2
94-366
PHASE (continma....I
C
TASK
ESTIMATED MWMWRC
BY PBM CLASSIFICATION
TOTAL
MreHnga W Cnortlimtfon
12
16
0
0
a
0
2
30
PoVaent Desip
a
24
16
0
0
0
2
46
Drainage Design
2
6
N-
- 0
0
0
2
34
a. i.0. And Estinta
0
B
24
0
0
0
0
32
$ecieinti w,
4
R
a
0
0
0
II
66
Plan Preparation - O.C.
16
24
16
0
8
a
a
64
Caere, SENSE
0
0
2
0
a
2
0
4
Onerel Plan
0
2
4
a
a
6
6
16
ConeRuctian Safety Plan
0
20
24
0
0
10
0
54
Typical Itzlion 8 Detail,
0
0
12
0.
0
8
'0
20
Profile
0
2
4
a
0
4
a
10
Oemetry vq Marine Plan
0
B
16
a
0
6
0
30
Grading Plane (2 ea)
a
20
60
0
0
12
0
92
E10211m Control Plan
0
4
16
a
0
8
0
20
EIca1M Control Detalb
0
2
2
0
0
4
a
0
Drainage Details
0
4
4
0
0
4
0
12
Mueellartou Bete110
0
2
0
0
a
4
a
14
Lighting Lryau[/Demetry
0
4
16
0
a
12
0
32
Lighting Details
0
2
2
0
0
8
a
12
Crura Section (8 ea)
0
20
166
0
0
32
0
210
TOTAL
36
200
424
0
8
120
32
830
A. PRINCIPAL a. PROJECT ENGINEER C. iAPP ENGINEER
B. ELECTRICAL ENGINEER E. WD SUPERVISOR P. MIND OPERATOR G. YAG PROCESSOR
3
ARTICLE 14 ASE CcmtimR2.... I
C,mm=
TASK
Xeeti qe aftl CmMfnatim
Q.T.O. And Eetmete
$eelil otlore
PLen PrcpPetlm - D.C.
c,,,l MM
Oeneel Pln
Plen Ana I
Plan Area 4
FnaeetailS O INSIST
Electrical Canemle
MAL
94-366
A
B
E
0
E
F
4
0
6
0
0
0
0
2
0
2
4
0
0
0
2
0
4
16
0
0
0
16
4
4
0
0
4
0
0
0
1
2
a
a
4
0
0
1
0
0
0
6
0
0
1
6
0
0
4
0
0
1
0
0
0
4
0
0
1
12
0
0
a
0
0
1
2
6
0
4
0
4
u
0
0
4
30
m
ImAL
10
e
b
12
1
15
13
13
21
1
142
A. PRINCIPAL B. PROJECT ENGINEER C. STAFF ENGINEER
D. ELECTRICAL ENGINEER E. COD AIPERVISR f. COD CIRCUITS 9. NFD PROCESSING
13
94-366
ARTICLE 1B. - SDAV
Little River Survey Company (DDE)
• Rehabilitate and Reconstruct Position of GA Area
A. Establish centerline, baseline, intersection
angles and
elevations.
2 Person Survey
6 hr a $58.00
_ $
'348
Office Support
2 hr a $40.00
=
80
B. Taxiway "A" cross sections and topographic
survey.
2 Person Survey
12 hr a $58.00
= $
696
Office Support
2 hr a $40.00
=
80
C. Drawing Preparation
CADD Draftsperson
6 hr a $35.00
= $
210
Office Support
4 hr a $40.00
=
160
Total Labor
_ $
1,574
Direct Expenses
CADD Plotter
1 hr a $20.00
$
20
Pipes/Rebar
9 a $3.00 ea
27
Travel
600 miles a $0.25/mi
-
ISO
Lodging
-
200
Meals
=
150
Total Estimated Direct
Expenses
- 547
Subtotal Estimated Cost
- GA Apron Area
= $
2,121
a-.
96-366
ARTICLE 1B. - SURVEY (continued....)
• Reconstruct a Portion of Taxiway "A" (at Runway 15 End)
A. Establish centerline,
baseline,
intersection
angles and
elevations.
$ 38
Subtotal estimated Cost - Taxiway "A" _
$ 2,190
4 bra @ $20.00 hr x 255} =t
204
Estimated Actual Costs =
2 Person Survey
a
hr
@ $58.00
$
464
Office Support
4
hr
@ $40.00
=
160
B. Taxiway "A" cross sections
and topographic
survey.
2 Person Survey
16
hr
@ $58.00
= $
, 928
Office Support
4
hr
@ $40.00
=
160
C. Drawing Preparation
CADD Draftsperson
8
hr
@ $35.00
$
280
Office Support
4
hr
@ $40.00
160
Total Labor
= $
2,152
Direct Expenses
CATO Plotter 1 hr @ $20.00 -
$ 20
Pipes/Rebar 6 @ $3.00 as =
18
Total Estimated Direct Expenses =
$ 38
Subtotal estimated Cost - Taxiway "A" _
$ 2,190
4 bra @ $20.00 hr x 255} =t
204
Estimated Actual Costs =
$ 4,514
USE. Actual Cost Not To Exceed
$ 4,500
Fixed Fee Payment_$`
TOTAL AMOUNT - _
$ 5,150
N
94-366
ARTICLE IC. - SOILS BORINGS AND TESTING
Miller
Engineering & Testing - Auburn, Maine.
• winter
Conditions - Unexpected Delays & Lack of Efficiency
• Concrete pavements to excavate and core.
I.
Soils Entices (18 test borings/continuous
sampling)
A.
Truck -mounted Drill Rig & Crew
Estimated 4 days ® $950/day
= $ 3,800
B.
Mobilization
= 550
C.
Per Diem (2 men /3 days)
= 600
D.
Demobilization
= 550
Soil Boring Subtotal
= $ 5,500
II.
Field CER's
A.
Equipment & Personnel
Estimated 4 days ® $1,750/day
= $ 9,000
B.
Mobilization
= 450
C.
Excavation and Backfill
Labor and Equipment
- $4,532
D.
Per Diem (2 men)
Estimated 2 Days
= 400
E.
Demobilization
450
CBR Subtotal
$12,832
III.
Laboratory Testing
A.
Sieve Analysis
14 as ®$65/teat
$ 910
S.
Hydrometers
6 as ® $100
= 600
C.
Atterberg Limits _
3 as ® $95
Laboratory Subtotal
$ 1,735
7
IV. NTA Field Observation
94-366
64 hte. @ $17.50 0 255% - $ 2,856.00
Mileage 684 miles ® 0.25 - 171.00
Tolls - 4.40.00
Meals - 110.93.00
Lodging - 274.22.00
Field Observation Subtotal - $ 3.416.55
TOTAL ESTIMATED COST 1_ $23,483.53
USE: Actual Cost Not To Exceed $23,500.00
Fixed Fee = _ 4,400. a
TOTAL $26,900.00
n
94-366
ARTICLH II - 6COPE OF S£ VICHe - [0 STRQCf &?BS
A. $1$dyRq
• 3 Separate Construction Contracts
• 3 Prebid Conferences
• 3 Separate Bids to Evaluate and Prepare Canvasses
• 2 Separate Construction Contracts to Aseemble and Assist In
Execution, etc. (Taxiway -A^ and Security Fencing)
Direct Labor Cost
Principal Engineer 8 hrs O $35.50 hr = $ 284
Construction Manager 20 ars O $25.00 hr 500
Project Engineer 34 hra O $20.00 hr 680
Staff Engineer 32 bre O $18.00 hr 576
Word Processor 16 hre O $10.50 hr 168
Total Direct Labor _ $ 2,208
Overhead & Payroll Burden
(155%)
3,422
Estimated Labor & overhead
Coat
_
$
5,630
Raimbursables:
Travel - air charter,
1 trip O $905
$
905
Postage 6 Communication
150
Printing
Ion
Estimated expenses
$
1,155
Total Estimated Coat
$
6,785
OSE: Actual Cost Not To
Exceed
$
6,800
Fixed Fee
TOTAL
_
_
$
7,650
94-366
E511MiEo MATURE AT LATE CLASSIFICATION
1
9
C
0
F
I
G
A
TOTAL
Ynn WIFE TOP Adletti5c.nt Fee B;0 0
2
2
0
0
0
0
1
5
Attewl rtHid tanfetB.¢e G3 AT, BAR Ayl S
0
a
0
0
0
0
0
24
>.eryte W FARM Pd1e.b aB Aeseeaa.y Ol 0
4
4
a
4
0
0
3
15
Bwamtl m C"TIOC Bt B uetiMS
MebBB and *e uAte Blas nl 0
0
e
0
16
0
a
s
29
Alae BemmeNet;m. ea m Ae..e Rl 0
4
6
0
0
0
a
3
1s
A.Btl6;e Cm1.xtB 65 0
2
4
0
12
0
0
4
22
TOTAL 6
20
34
a
32
0
0
16
110
PRINCIPAL C. r201ECi ENGINEER E.
STAFF
SxC;MR
0.
c
9. STRlxn% D. ELECTRICAL CARRIER F.
q00
SUPERvuO
A.
WD
PROCESSOR
10
94-366
PTI c 22 - SCOPE OF SERVICES
ONSTA
CTSON
pHs Ce
B. General Construction Administratio
e 1994 Construction Season
e 90 Calendar Day Construction
Contract for
Taxiway
e 90 Calendar Day Construction
Di e_ r. ctLater Cost
Contract fo Security Dancing
Principal Engineer 24 bra
0 $35.50
hr
. $ 852
Project Manager 112 bra
• $25.00
he
. 2,800
Project Engineer 114 bra
E $20.00
hr
= 2,280
Staff Engineer 44 bre
B $18.00
hr
792
CARD Supervisor 0 bra
®.$25.50
hr
0
CADO Operator 56 bra
® $16.00
hr
896
Word Processor 42 bra
Q $10.50
hr
All
Total Direct Labor
$ 8,061
Overhead & Payroll Burden (1554)
12,495
Estimated Labor & Overhead Cost
= $20.556
Aeimbureables:
Travel - air charter,
6 tripe x 3 bra ® $305
= $ 5,490
Postage & Communication
. 210
Printing As-Suilts, etc.
. 400
Estimated Expenses
$ 61100
Total Estimated Cost
$26,656
USE: Actual Cost Not To Exceed
= $26,700
Fixed Fee
3,100
TOTAL
a $29,800
11
94-366
B.
MEEM M'R174=1011 AEMFIINTST
TION
• 1N6 Cw0t.mtlen seam
• To catN.. Ory ien.tryetlm Contract to, lul WV
TASK
ESIIMIED ME R
LMGA CLASSlll4TION
_.
A
6
S
0 E
I
a
a TOTAL
r.Stm.MWelm Cmq..rc.
0
to
0
0 0
0
0
6
b
P. mtwwee
0
0
a
0 0
0
0
z
10
cm imtlm a lm Metim
tz
]i
10
0 0
0
a
6
6x
6MO 0.nIm A 4Mlvel SOFAS
0
t
tx
0 16
0
o
A
m
ReueeD a Aq.v, r.p.n! Womats
0
a
it
0 0
0
O
6
m
r.p.e a x.rotle<. td,,pe 0.6...
z
6
6
0 11
o
D
4
34
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302
A. PRINCIPAL C. PROJECT ENGINEER
A.
STAFF
FMGTNEER
A.
CADD PeRA7M
0. COSTIM) Im D. ELECTRICAL ENGINEER
P.
CAOD WOERVIWR
N.
INDIA
PGMESSOR
+PIn mn IM
tr
P..e mtlm Cmte.eM.RM
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THEIR
6
12
94-366
ARTICLE II. - SCOPE V
C. Resident Engineering - for Taxiway
"A"
Project (only)
Direct Labor
Construction Period - 90 Calendar Days
90 days, 7 days a week - 12.86 weeks
13 weeks
Resident Engineer - Full -Time
13 weeks x 6 days a week x 9 hours a day
=
702 bra.
Prefield Preparation
= 16
Postfield closeout
24
Total Manhours = 742
Resident Engineer Total
-742 hrs ® $20.00 =
-
$.14,840
Assistant Resident - Paving 100 hrs ®
$17.00
1.700
Total Direct Labor
=
$ 16,540
Overhead & Payroll Burden (125%)
=
$ 20.675
Estimated Labor & Overhead Cost
$ 37,215
Reimbursable Expenses
Per Diem
13 wks x 6 days x.0 $70
=
$ 5,460
10 days x 1 man 9 $70
-
700
Travel
13 wks x 800 miles 0 $0.25/mi
-
2,600
Miscellaneous out Of Pocket
-
500
Subtotal Reimbursable Expenses
S 9.260
Estimated Actual Cost
$ 46,475
USE: Actual Cost Not To Exceed
=
$ 46,500
Fixed Fee
=
5.600
TOTAL
=
$ 52,100
13
94-366
ARTICLE II. - SCOPE OF SERITTrrq
D. Control and Testing of Materiala
Review job mix formula for bituminous concrete
to be furnished to the project and acceptance
testing of asphalt and aggregates.
1 Job Mix Review @ $500.00
$ 500
4 Wear Teats @ $150.00 =
600
2 Soundness Tests O $375.00
750
6 Gradation Tests @ $65.00
390
4 Unit Weight Test @ $20.00
80
4 Flat/Elongated Testa @ $20.00 =
80
6 Specific Gravity Teets @ $30.00 =
1SO
Subtotal =
$ 2,580
Experienced bituminous plant inspector for in -plant
control and testing. (Est. 10 days of paving.)
10 Days Plant Inspection @ $300.00 -
$ 3,000
10 Days Testing @ $300.00 -
3.0.00.
Subtotal =
$ 6,000
Sampling and laboratory testing of excavation materials
aggregate subbase, and crushed aggregate course.
10 Proctor Tests @ $100.00 =
$ 1,000
10 Gradation Teets @ $65.00 =
650
Subtotal _
$ 1,650
Field density tests on backfills, subgrades, subbases,
and base courses.
30 Days Field Density testing
@ $300.00
S 9,000
Subtotal
$ 9,000
In-place density of bituminous concrete pavement
by laboratory testing.
10 Days Testing @ $300.00
S 3 000
Subtotal =
$ 3,000
14
94-366
Sample Portland cement concrete from the project,
make, cvre, and test the cylinders for compressive strength.
20 cylinders ® $25.00 = $ S00
Subtotal $ Soo
TOTAL ESTIMATED COST - - $22,730
USE: ACTUAL COST NOT TO EXCEED $22,800
FIXED FEE $ 3,400
TOTAL = $26,200
15
94-366
ARTICLE III - SCOPE OF SERVICES -
PROSECT ADMINISTRATION
Direct Labor Cost
Principal Engineer
18 hre @
$35.50
hr
= $ 639
Project Engineer
28 hre @
$20.00
hr
= 560
Electrical Engineer
O ars @
$30.00
hr
= 0
Staff Engineer
20 hra @
$18.00
hr
= 360
CADD Supervisor
0 hra @
$25.00
hr
0
CADD Operator
6 hra a
$16.00
hr
= 96
Word Processor
12 hra @
$10.50
hr
126
Total Direct Labor
= $ 1,981
Overhead & Payroll Burden
(155&)
_ 2,761
Estimated Labor & Overhead Coat
= $ 4,542
Miscellaneous Expenses
300
Total Estimated Actual Cost
= $ 4,842
USE: ACTUAL COST NOT TO
EXCEED
= $ 4,850
FIXED FEE
_ 00
$ 5,550
16
MJECI ADMINISTRATION
TM
Prepare GFeappLlutLam
Prepare Gent App Lloation
Other Project RetetRd AOelatance
1alY
A. PRINCIPAL C. PROJECT EI BEER
R. CWGiRUCi1M O. ELECTRICAL IMINEER
94-366
ESTIMATED WNXane BY LABOR CLASSIFICATION
2 0 16 0 16 0 4 4 TOTAL42
2 0 4. 0 4 a 0 4 14
12 0 S 0 0. 0 2 4 26
16 0 20 0 20 0 6 12 80
E. STAFF ENGINEER
E. CODE SIIPERWSOR N. WORD PROCESSOR
17
96-366
SUMIARY OF ESSIMATSO BNOINEERNO COSTS
ARTICLB I. - SCOPE OF SERVICES - RESIGN
PHASE
A. Design
$112,700
(Actual
Cost
♦ Fixed
Feel
B. Yield Survey and Measu mant
$ 5.150
(ACtual
Coot
1 Fixed
Fee)
C. Soil Strings 6 Testing
$ 26.900
(Actual
Coat
♦ Fixed
Fee)
ARTICLE ti. - SCOPB eF ssSVIG6 - [ONSS¢OC[ION
A. Bidding
$ 1.650
PBGSa
(Actual
Cost
a Fixed
Fee)
B. Gonial Construction Adm.
$ 29.600
(ACtual
Cost
+ Fix6d
Fee)
C. Aesident aggineeri g
$ 53.100
(ACtual
Coat
a Fued
Fee)
O. Control 6 Testing of Mte2lxla
$ 26,200
(ACtual
Cost
♦ Fiend
Fee)
AdTICLH III. - SCOPE OF SEAM CES - PRPIELS
Ap1RR9Yaann:
i
$ 5.550
(ACtual
Cost
t Fixed
Fee)
TOTAL ESTIMATBO 6NOINSBRING COST $266.060 (Not to Fxcwdl
18