HomeMy WebLinkAboutResolution - 2007-R0465 - Amendment To Agreement - Parkhill, Smith, & Cooper Inc.- LPSIA Engineering - 10/11/2007Resolution No. 2007-RO465
October 11, 2007
Item No. 5.16
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock an Amendment No. 11 to the
agreement between the City of Lubbock and Parkhill, Smith & Cooper for engineering
services for air field drainage and bird mitigation for Lubbock Preston Smith International
Airport, and all related documents. Said Amendment is attached hereto and incorporated
in this Resolution as if fully set forth herein and shall be included in the minutes of the
Council.
Passed by the City Council this 11th day of October , 2007.
DAVID A. MILLER, MAYOR
ATTEST:
Rebecca Garza, City Secretary
VED AS TO
Loomis, Assistant City Manager
ortation and Public Works
APPROVED AS TO FORM:
Linda L. Chamales, Senior Attorney
Office Practice Section
LC: L/ATrY/Linda/RES-PSC AMENDMENT No.1 1 Drainage & Bird Mitigation
October 1, 2007
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Mr. James W. Loomis, A.A.E.
Assistant City Manager
Lubbock Preston Smith International Airport
Route 3 Box 389
Lubbock, Texas 79403
Resolution No. 2007—RO465
August 28, 2007
Re: Amendment No. l I to Agreement for A/E Services for Airport Improvement Projects:
■ LBB Airfield Drainage and Bird Mitigation Improvements Project
Dear Mr. Loomis:
We have met with your staff and have developed a scope for the referenced project that includes installing pump
stations at the playa lake near the FedEx ramp and another near the ATCT with discharge piping terminating
into the playa east of the ARFF pit. During the scoping phase of this project we have gone back and forth with
the size of these pump stations and associated pipelines and feel that in order to install pump stations at two
locations instead of one that the systems must be downsized which means that it could double the "pump down
time" from three to six weeks. At this phase of the project these are of course best guesses.
You will notice on the enclosed Engineers Opinion of Probable Cost (EOPC) that we have shown 90,000 cubic
yards of detention basin excavation "by others" in order to free up additional budget dollars for the construction
of the two pump stations and associated piping. Several times in the last year PSC has been contacted by
contractors bidding TxDOT projects looking for places to borrow material for the Marsha Sharp Freeway
projects. There is a chance that a contractor bidding a future TxDOT project may wish to contract with the
airport for excavation of this material. Since this option will involve building a temporary perimeter road and
temporarily relocated perimeter fence in the vicinity of the playa near the ATCT the airport should not plan for
any additional compensation for the excavated material as is typically done in these instances. Our design will
include identifying the potential limits of excavation of this future detention basin. Therefore, if this opportunity
were to present itself the airport would know the exact limits of excavation around the new pump station in the
vicinity of the ATCT. The purpose of this 90,000 CY of excavation is to consolidate the flood plane that is
present around the ATCT and the area shown as the future ARFF location on the current master plan. If the
option mentioned earlier involving the TxDOT projects does not materialize the excavation would most Iikely
need to occur in a future All? or PFC project or the flood plane will need to be left "as is" in this area.
A rough site plan depicting the limits of the proposed project is included as an attachment. Our understanding
of the scope items and a fee proposal for Task I (design), Task 2 (construction phase services) and Task 3
(surveying and testing) are detailed in the Project Budget Sheets which are attached to this amendment.
LBB Airfield Drainaize and Bird Mitigation Improvements Proiect:
Task 1 - Fee for Professional Services (Study and Report, Preliminary Design,
Final Design and Bidding/Negotiation, lump sum).
Task 2 - Construction Phase Services (which includes RPR and construction
related Engineering Services, lump sum).
Task 3 - Surveying and Testing Services, (reimbursable expense).
TOTAL
Parkhill, Smith & Cooper, Inc.
Engineers ■ Architects ■ Planners
4222 85th Street, Lubbock, Texas 79423
(806) 473-2200 FAX (806) 473-3500
Lubbock EI Paso Midland
Amarillo
$ 172,400.00
:•
111 111
'tll fl
Odessa
Mr. James W. Loomis, A.A.E. Page 2 August 28, 2007
We propose to modify the agreement between the City of Lubbock and Parkhill, Smith & Cooper, Inc. dated
January 13, 2005, and to provide the task I and task 2 services on a lump sum basis under the provisions of the
contract, EX[-BBIT B - PAYMENTS TO THE ENGINEER, LUMP SUM METHOD, Paragraph B4.0I.A.1.
We propose to provide the task 3 services as a reimbursable expense as outlined under the provisions of
EXHIBIT B - PAYMENTS TO THE ENGINEER, LUMP SUM METHOD, Paragraph B4.02.A.2,
reimbursable expenses. Compensation for Design Phase - Task 1, Construction Phase - Task 2 services and
Task 3, Surveying and Testing Services shall not exceed $300,700.00 without Owner's approval.
If the terms of this amendment are agreeable to you, please sign and return one copy of this letter to our office.
We will take receipt of this signed letter as our notice to proceed with these services. We look forward to
working with you in completing this project. If you have any questions please give me a call.
Sincerely,
PARKHILL, SMITH & COOPER, INC.
By--
<�Johp T. Hamilton, PE
F-Hn Principal
JTH/pas
Enclosures
IN TRIPLICATE
X:g99SM15.981C VILUYF LIA1Airfield Drainage\Cantrxt & Fu6Cwuw-i amerdnentl I. DOC
Accepted by:
CITY OF LUBBOCK
B� ,r—
y
David Mi ler
Mayor
Attest:
By
CP-a--Q�� 3-��
ebecca Garza
City Secretary
Appro d as to Content:
� d� r -
4Jam0�
James W. Loomis, A.A.E.
Director of Aviation
Approved as to Form:
Linda L. Chamales, Senior Attorney
Office Practice Section
CONTROL MONUMENTS
ODOM'ATES AND ECEVATON4 RELATIVE 10 NATIONAL GEODETIC SURVEY PRIMARY AIRPORT CONTROL STATION
EBB 63".
HORIZONTAL' NAD 83 U.S. SURVEY FEET
VERTICAL WAID 86 US SURVEY TEE7
STATE PLANE COORpNATES: TEXAS NORM CENTRAL ZONE 4202
COMBINED SCALE FACTOR: 0.999772388
CONVERGENa -N'48'477'
MOIBA4EMTS ARE 3)' 011ORZE DISCS IN CONCRETE
PSNCC CMI
NORTHING
EASONG
I LLEVADON
LOCATION
1
7,301.00 57
959,829.12
3256.00
RADIUS OF BACK OF CURB ON IERIMNAL ROAD
ENTRANCE d PARKNG GARAGE EXIT 228'+/- EAST
S
2
OF PARKING GARAGE.
2
7301,60704
958.457.87
3756,45
NORTH SIDE OF MUNAL ROAD AT ENTRANCE
i
�
L
TD ROAD UNDER AIRPORT.
3
7.301,444.01
957,76254
3767.02
N MEDIAN ON SOUTHEAST SFE OF TERMINAL
a
r
ROAD 145'+/- FEET NORTHEAST OF SOUTHEAST
CORNER OF TERMINAL BURDING.
4
7,300,868.42
9157,696.52
3253.81
SOUTH MEDIAN OF SOUTH TERMINAL ROAD AT
CM Ifs
N. 73@9964.35
r_
ENT OF ROAD L11UER AIRPORT
5
7,300.964.87
956,036.70
3257315
54'+/- NORIHMEST OF THE SOUINNEST CORNER
OF BOOTH 3
6
7,301,778.58
954-57tMO
3241.49
SDUTHW SI` OF OLD WERWNAL R%LDW 37'+/ -
LOCATK7N
F3" ----'
ie
NORTHEAST OF INTERCOM FOR GATE IN FENCE
7
7.302,185.38
954,403,21
3242.64
0.7'+/- VEST OF BACK OF CURB ON PARKING L07
MATERIAL
t�1 /
IIEST OF BLD TERMINAL BUILDING 168'+/- NORTH
AREA
r l
OF THE NORTH RADRIS PONT ON BACK OF CURB.
8
7,302,41003
954,582.96
3243,26
0.8'+/- NORM OF BACK OF CURB ON THE
R(RTHWESI LORMER OF THE PARKING L0T
NORTNNESI OF THE OLD MIMINAL BLOND.
9
7,308.SB2.M
954,312.54
3267.05
APPR418uA1ELY 240' NORTH OF THE DHL
E= 95431234
N= 7303766.25
PARKING AREA AND 86.1' EAST OF THE EAST BACK OF
EL- 326705
E. 954234.85
CURB OF THE WESTERN ACCESS ROAD NEAR THE
EL= 3259.41
CENTERLINE OF THE ROAD TD 1-27.
13
7,3A3,768.25
954.234.86
3250.41
3.9' REST OF HEST CURB d GUTTER OF WESIPORT
ACCESS ROAD AND 15.4' NORTH OF STREET LENT
BASE NEAR PROJECTED CENIERLIE OF EAST -WEST
RUNWAY.
14
7,949,999.50
954.029.54
3276.
APPROXIMATELY 43' SOUTH OF THE CENTERLINE OF
NEUKA STREET AND 54' EAST OF TME CENTERLINE OF
NORTH BOUND 1-27 ACCESS ROAD. 74.4' NORTH
NORTHWEST OF SEWER MANHOLE AND 33'
NORTHEAST OF POWER POLE
15
7,309,964.35
955.087.31
3276.49
11"1NMAIELY 1106 EAST OF THE CENTERLINE OF
THE NORTHBWW 1-27 ACCESS ROAD AND 56' SOUTH
OF THE CENTERLINE OF KELA(A STREET. 3' WEST OF
AIRCRAFT OPERATING, AREA FENCE LINE AND 904'
SOUTHEAST OF POVER POLE WIDH ELECTRIC DROP.
MALSR(EXISTING)
EXISTING RVR
CM 114-
11=730"",50
14-N=7309999.50
E= 954029.50
EL= 3276.66
Resolution No. 2007-RO465
RESERVOIR
C.R.w.W.A
RESERVOIR
CONTRACTOR'S TEMPORARY FENCE
ENTRANCE F CONTRACTOR
CATE DESIRES
CHAPARRAL
JET CENTER
`- - CCNMACTOR'S
CONSTRUCTION
STAGING AREA
� DO -E
TRUE
r
BOO' 400' 0 600' 1600'
I �I SCALE 1N FEET -
�! U&SR(iEX MING)
�a. r
f • N= 7303523.56
`: • - E= 963701.25
EEE- 3255.04 I k'- Q. .ti7- ...T -!
IE ��li
■
�
CONTROL IOwER FLOOR
'I
EE
I'
ffiL1.519-
39,'N2�
�
CM 114-
11=730"",50
14-N=7309999.50
E= 954029.50
EL= 3276.66
Resolution No. 2007-RO465
RESERVOIR
C.R.w.W.A
RESERVOIR
CONTRACTOR'S TEMPORARY FENCE
ENTRANCE F CONTRACTOR
CATE DESIRES
CHAPARRAL
JET CENTER
`- - CCNMACTOR'S
CONSTRUCTION
STAGING AREA
� DO -E
TRUE
r
BOO' 400' 0 600' 1600'
I �I SCALE 1N FEET -
�! U&SR(iEX MING)
�a. r
f • N= 7303523.56
`: • - E= 963701.25
EEE- 3255.04 I k'- Q. .ti7- ...T -!
IE ��li
■
�
CONTROL IOwER FLOOR
'I
EE
EL. -3347,00
C
�! r •I
tea,+ L
i
N
11 E
S
2
I
III
i
�
L
I
I
I
a
r
1
�
S
CM Ifs
N. 73@9964.35
r_
EL= 3276.49
APPROX.
LOCATK7N
F3" ----'
ie
`
BORROW
IF
I
It1
y
MATERIAL
t�1 /
AREA
r l
FW U LI
p', 1
LJ
STORAGE
r
^'
e T733GB582.44
H31Ili
E= 95431234
N= 7303766.25
EL- 326705
E. 954234.85
EL= 3259.41
f
m
3256.45
N.
CM 14
N= 7300868.42
11957696.52
a. 3253.81
CN 13
GENERAL N)TES:
I. SIARWY C+DADUCTEO BY SMITH SURVEYING, LUBBOGK, TErAS.
BEARINGS ARE RELATIVE TD Ga NORTH, TUAS STATE
PLANE CDOROONTE SYSTEM NIMDU RASED ON
CM OF LUBBOCK TEWIC COMM NErM
DEFINED AT I.M.
2. MARK AND LIGHT COfSTRU:FION AREAS AND VEHrLFS AS REOUIRED
IN SKCFUT04 AND AS REWIRED BY TLE FAA
3. THE CONTRACTOR 6 RESPONSIBLE FOR LOCARNG AND PROTECTING
ALL UTILITIES AND NFRp51RUCRW DURING CONSTRUCTION.
THE LOCATIONS OF ANY UTEDY 'DR FACILITY SHOWN ON THE PIANS
HAVE NOT BEEN VMFO BY THE OWNER OR OWNER'S REPRESENTATNE.
THE CONTRACTOR SHALT. COORDINATE LOCATION AHO VERFIOVTIDH OF
UTIL)DE5 WH THE FOLLOWNG.
pG TEST L -800-344-W77
FAA
. LOB&7(.9f PRESTDN SMITH INTERNA70WL AIRPORT
THE CONTRACTOR SWILL SWUR TO THE ENGINEER IN WRITING ANY
PRE-EXSTNC DWAGE TO UTILITIES AND OTHER INFRASTRUCTURE.
URLIIIES DAMAGED DURING CONSTWCTIDN WILL 8E REPAIRED AT THE
CCNTRACTOLS EIPENSE.
4. THE CONTRACTOR 6 RESPONSIBLE FOR OBTANNG ANY AND ALL KR64TS
REDUIREO FOR CONSTRUCTION WHETHER ON THE LOCAL, STATE OR FEDERAL
LEVEL.
5. THE OWNER RESUMES THE RICHT TO PERFORM OVER WORK ADJACENT
TO OR WTWN THE UNITS OF lAAS PROJECT. D01H DWIRACTORS SH U,
COORDINATE AND COOPERATE WITH EACH OTTER 10 ENSURE
UNINTERRUPTED PROGRESS WITH EACH PROJECT. NO ADDITIONAL
COMPENSATION TALL 8E MADE FOR THE COORDINATION.
6. THE STAGING AREA SHALL BE USED FOR EQUPNENT STAGING,
NAARIAL STOCKPILE AND EMPLOYEE PARKING, ALL EQUIPMENT SHALL BE
PARKED IN THE STACK AREA AT NICHT OR OTHER TIMES WHEN
CONSTRUCTION IS NOT OCCURNG UNLESS DIIERWISE APPROVED
BY THE ENGINEER. CONSTRUCTION OF THE STAGING AREA 6 NOT AN
OPTIONAL CONSTRUCTION TEEM. THE COST FOR THIS (TEM SNTNLD BE
WLUDED WITH MOBIL€ZATION,
PROJECT
LOCATION
----- UY111
N= 7301048.87
iE- 958829.12
EL- 3258.00
I ARM LUTHER KING
CM 15
N= 734D964A7
E= 958036.7D
EL= 3257,05
N= 7302410.03
E= 954582.96
SILENT WINGS .�
MUSEUM J. EL- 3241.24
L LOW POINT
a 1778.50
E _!.-I E �
EL= -3241.44-- `'STIt `-II 11 !F I
cm 17
N= 73(12065.38
E- 954403.21
EL= 3242.00
I L'9
'�rP CY�TI DY`y
1
PNIM Mnft l Coop0r, WEU.
r:imhw -Archf m.Plswws
Ldbp*a I=MdwdA ww Od,
': AAAA i
HAMILTON •
I
VAB
LW11110Ch PreSA011 Sntilh
1111Er AaIiO ILaI Airp Oft
GA RAMP EXPANSION
PHASE II
WBBOCK PRESTON SMITH
INTERNATIONAL AIRPORT
WBBOCK, TEXAS
KE" PLAN
4 VW IN DOOLIAff S
� lfllyO6 111AAEYETr lR1BIIfTAL
P
!!AM fA IEVEMVAANW,8
7 NS9! PpEukraTf WMN WAHITAL
M DATE DPSCWPOON
ZMAWOPFV- UMWCK PR0.EGTND: Umm
PROJECT AIRPORT
LAYOUT PLAN
C'.71-103
EE
�! r •I
tea,+ L
I
VAB
LW11110Ch PreSA011 Sntilh
1111Er AaIiO ILaI Airp Oft
GA RAMP EXPANSION
PHASE II
WBBOCK PRESTON SMITH
INTERNATIONAL AIRPORT
WBBOCK, TEXAS
KE" PLAN
4 VW IN DOOLIAff S
� lfllyO6 111AAEYETr lR1BIIfTAL
P
!!AM fA IEVEMVAANW,8
7 NS9! PpEukraTf WMN WAHITAL
M DATE DPSCWPOON
ZMAWOPFV- UMWCK PR0.EGTND: Umm
PROJECT AIRPORT
LAYOUT PLAN
C'.71-103
Resolution No. 2007-RO465
OPINION OF PROBABLE COST
Lubbock Preston Smith International Airport
Lubbock, Texas
Airfield Drainage and Bird Hazard Mitigation Improvements
23 -Jul -07
Preston Smith
Parkhill, Smith, & Cooper, inc. Lubbock
4222 85th Street international Airport
Lubbock, Texas 79423
Item Description Unit Quant!Unit Extension
No. Price
1
Mobilization/Demobilization
LS
1
$140,000
$140,000
Storm water Pump Station and Force Main
2
8 -inch SDR 26 Force Main
LF
6,600
$35.00
$231,000
3
12 -inch SDR 26 Force Main
LF
1,750
$45.00
$78,750
4
Heavy Polyethylene Warning Tape
LF
8,350
$0.25
$2,088
5
C153 Ductile Iron Fittings
Ton
1.0
$6,000.00
$6,000
6
2 -inch Combination Air Valve and Structure
EA
2.0
$4,500.00
$9,000
7
Outlet Structure
LS
1.0
$20,000.00
$20,000
8
Pump Station Structure/Pumps/Ra ils/FloatsNa Ives etc
EA
2
$125,000.00
$250,000
9
Pump Station Site Work -Grading (Subgrade Work)
EA
2
$15,000.00
$30,000
10
Storm water Inlet Structure
EA
2
$15,000.00
$30,000
11
14 -inch SDR 26 Inlet Line
LF
775
$47.50
$36,813
12
Electrical
EA
2
$40,000.00
$80,000
13
16" Steel Casing in Bore
LF
700
$150.00
$105,000
14
20" Steel Casing in Bore
LF
775
$225.00
$174,375
Storage Basin Grading and Drainage
15
36 -inch RCP Culverts with Headwalls
LF
750
$150,00
$112,500
16
12 -ft Earthen Channel to Discharge Lake (1' depth)
CY
1,250
$5.00
$6,250
17
Trapezoidal Channel to Intake Structure of Pump Station
CY
15,000
$5.00
$75,000
18
Detention Basin Excavation
CY
90,000
By Others
19
Erosion Protection (Seeding) for Earthen Channels
Acre
5
$1,500.00
$7,500
Contingency (15%)
$245,025
Construction Subtotal
$1,639,300
Engineering
$172,400
Surveying
$26,500
Testing/G eotech
$15,400
RPR
$86,400
TOTAL OPINION OF PROBABLE COST $1,940,000
X:1199810015.981CIVILWTHILIA\Airfiefd DrainagMEOPCTump Station revised.xls
LUBBOCK INTERNATIONAL :AIRPORT
2005 PFC APPLICATION PROJECT INFORMATION
PROJECT:
Item 6-7, Airfield Drainage and Bird Hazard Mitigation Improvements
PROJECT DESCRIPTION:
An area located north of Runway 8/26 across from Taxiway G retains storm water runoff in a
basin. This basin is capable of holding considerable volume of water. Currently, the only way for
storm water to leave this basin is by way of evaporation. This basin attracts wildlife which has
become a hazard to aircraft. This project will improve the overall drainage of this area and install a
pump station and pipe conveyance systems to allow removal of stored storm water from the basin.
Excavation, storm sewer piping, pumping systems and other associated work will be involved in this
proj ect.
JUSTIFICATION:
The storm water basin is located within the airport property and adjacent to Runway 8/26.
During periods when the basin contains storm water, the basin will attract wildlife such as
birds. Aircraft using runway 8/26 startle these birds and bird strikes in this area of the airport
have been an issue. In addition, the entrance road from the County Road to the FAA ATCT
is in the flood plane. The 5 year event will put it under water making it impassable during
times of minor rainfall events. During times of significant rainfall FAA ATCT personnel are
"shuttled" to work by parking along tower road and riding in a FAA owned 4x4 vehicle. The
50 and 100 year events almost completely inundate this access road for a significant amount
of time. This project will improve the overall drainage in this area by increasing the storage
capacity of this detention basin and concentrating the inundated area and provide a method
for removal of storm water from the basin to reduce the potential for attracting wildlife.
OBJECTIVE:
The airfield drainage improvements will improve the drainage of storm water in the area
north of Runway 8/26. It will reduce the potential for attracting wildlife to the storage basin. It will
help mitigate potential flooding problems along taxiway M and the access road to the FAA ATCT
during times of significant rainfall and will enhance the safety of the airport by reducing the
potential for wildlife strikes by aircraft.
ESTIMATED PROJECT IMPLEMENTATION DATE:
January 2008
ESTIMATED PROJECT COMPLETION DATE:
January 2009
TOTAL ESTIMATED PROJECT COST:
12
12/77/05
S1,940,000
TOTAL ESTIMATED PFC AMOUNT:
$1,940,000
EXISTING AND/OR ANTICIPATED AIP GRANTS:
None
13
12/22/05
PARKHILL, SMITH & COOPER, INC. - LUBBOCK
PROJECT BUDGET SHEET
LOCATION CODE:
01
PROJECT NAME:
LBB Air Drainage
JOB NO.:
TASK:
1DSN
DATE:
08/29;'07
FEE TYPE:
Lump Sum
PREPARED BY:
JTH
PRINCIPAL:
JTH
PROD. MANAGER:
JTH
OVERHEAD RATE:
PROFIT ON LABOR:
PROFIT ON REIMB:
15.00%
PROFIT ON DIRECTS:
15.04%
FEE:
$172,400
LABOR:
$161,887
OVERHEAD:
REIMB. CONSULTANTS:
REIMS. EXPENSES:
DIRECT CONSULTANTS:
DIRECT EXPENSES:
$9,141
LABOR BUDGETS:
CODE
DESCRIPTION
HOURS
COSTS
01
Firm Principal
171
$21,546
#Nf A
#NIA
03
Engineer
471
$45,216
09
Engineering Technician
376
$30,456
07
Engineer -in -Training
561
$40,953
14
CADD Operator
370
$23,310
18
Clerical
7
$406
Page 1 of 3
FEE ESTIMATING SHEET PROJECT:
:.I.8.4•r crnmage
JOB NO.:
TASK:
1PSN
SALARY
CATEGORY OF PERSONNEL
RATE PER HOUR
rP
ENG ENG TECH
FIT
CADD OPT
CLERICAL
TASK
01 #NIA
03 09
07
14
18
Tris
$126.00
$96.00 $81.00
$73.00
$63.00
$58.00 TOTAL
STUDY AND REPORT PHASE
Predesign Conference
1
3
3
6
Site Visits, Gather Data
4
32
32
64
Developlanalyze project scope
1
16
16
32
Coordinate geotechnical investigation
24
8
32
Coordinate survey
8
8
16
PRELIMINARY DESIGN PHASE
Refine scope, coord. with Owner
2
16
16
32
Meetings and conferences
4
32
32
64
Analyze Drainage
8
24
16
48
Analyze Grading
32 120
36
16
204
Analyze existing electrical options
18
40
58
Analyze existing infrastructure and options
48
48
96
Hydraulic analysis
18
40
58
Preliminary design documents
preliminary drawings (17 sheets)
51 136
85
136
408
outline specifications
24
32
4 60
review w/ Owner
4
4
8
Opinion of costs
4
16
20
FINAL DESIGN PHASE
Final drawings
24
50 80
85
136
375
Final specifications
24
32
3 59
Dev and coord phasing plan with Owner
1
4
16
16
36
Assist/consult with govt authorities
Not included in project
Final opinion of costs
4
8
12
Review with Owner
1
3
3
6
Revisions
12
8 40
16
50
126
Misc meetings and conferences
4
8
8
8
24
FAA Form 7460-1
1
3
4
BIDDING PHASE
Assist in advertisement
4
4
Plan distribution - issue/record/deposits
8
8
Conduct Pre -Bid Conference, minutes
1
8
8
16
Miscellaneous addenda
4
8
12
Attend Bid Opening
1
3
3
6
Evaluate bids, bid tabulation, award
8
8
16
Check out Contr, subcontractors, etc.
8
8
16
Review substitute materials/equipment
2
8
10
MISCELLANEOUS ITEMS
QCIPM (4 mos. @ 2 hrs./mo.)
8
8
Prepare stmts. (5 Qa 1 hr.)
5
5
Monthly Progress Reports (0.5 hr. each)
3
3
Coordination with Owner
4
4
BUDGET SUBTOTALS: HOURS/ Trips -
20
171
471 376
561
370
7 1956
11
SALARY
$21,546
$45,216 $30,456 $40,953 $23,310
$406 $161 887
Page 2 of 3
EE ESTIMATING SHEET PROJECT:
IRECTS
LBB Air Drainage JOB NO.:
TASK:
1 DSN
DIRECT CONSULTANT COSTS
SUBTOTAL
611 STRUCTURAL CONSULTANTS
612 MECH�ELEC CONSULTANTS
_
613 ENV & CIVIL CONSULTANTS
614 LANDSCAPE CCNSULTANTS
615 TESTING CONSULTANTS
_
616 SURVEYING CONSULTANTS
617 INTERIOR DESIGN CONSULTANTS
618 OTHER CONSULTANTS
75TAL DIRECT CONSULTANT
DIRECT EXPENSES
621 TRAVELlLODGING
MOTEL DAYS @
AIR TRAVEL AIR FARE
PARKING DAYS @
CAR RENTAL DAYS @
MILEAGE 35 MILES
MEN @ 1MANDAY =
MEN @ !MAN =
IDAY -
/DAY -
$0,485 Q 20 TRIPS
SUBTOTAL
$339.50
$340
622 REPRODUCTIONS
BLUELINE PRINTS
SEPIA PRINTS
PRINTING:
ORIGINAL SET-UP COST
COST PER SHEET
BINDING COST
XEROX
17 SHTS ( $2.55 30 SETS = $1,300-50
SHTS $8.51 @ SETS =
17 ORIGINALS @ $0.15 LORI. - $2.55
30 SETS @ $0.08 ISHT @ 25 SHEETS= $60.00
30 SETS @ $2 00 /SET = $60.00
760 SHTS @ $0.08 ISHT = $60,60
SUBTOTAL
$1,484
623 MODELIRENDERING5IPHOTOS
Shots
/Shot
$200
624 TELEPHONE 250 Calls @
$3.00 ICa€1
$750
625 MEALS DAYS @
MEN
/MANDAY
626 FIELD SUPPLIES
626 POSTAGE 40 Mailin s
$5.00 !Mallin
$200
629 PUBLICATIONS & SUBSCRIPTIONS
630 MISC DIRECT EXP
631 FAX 200 Pages @
$1.00
$200
632 TEMPORARY PERSONNEL
633 DRAFTING SUPPLIES
634 OFFICE SUPPLIES
635 CADD 746 HOURS
$8.00 /HOUR
$5,968
636 FIELD EQUIP RENTAL
646 SOFTWARE
TOTAL DIRECT EXPENSES
9,141
Page 3 of 3
PARKHILL, SMITH & COOPER, INC. - LUBBOCK
PROJECT BUDGET SHEET
LOCATION CODE:
01
PROJECT NAME:
LBB Air Drainage
JOB NO.:
TASK:
2CST
DATE:
08/29/07
FEE TYPE:
Lunip Sum
PREPARED BY:
LTH
PRINCIPAL:
JTH
PROJ. MANAGER:
JTH
OVERHEAD RATE:
PROFIT ON LABOR:
PROFIT ON REIMB:
15.00°/„
PROFIT ON DIRECTS:
15.00%
FEE:
$ , 07
LABOR:
$80,715
OVERHEAD:
REIMB. CONSULTANTS:
REIMB. EXPENSES:
DIRECT CONSULTANTS:
DIRECT EXPENSES:
$4,949
LABOR BUDGETS:
CODE
DESCRIPTION HOURS
COSTS
01
Firm Principal 56
$7,056
#NIA
#NIA
03
Engineer 116
$11,136
11
Resident Project Representat 664
$53,784
07
Engineer -in -Training 99
$7,227
14
CADD Operator 24
$I,512
18
Clerical
Page 1 of 3
FEE ESTIMATING SHEET PROJECT:
LBB Air Drainaga
JOB NO.:
TASK:
XST
SALARY
CATEGORY OF PERSONNEL
RATE PER
HOUR
FP
ENG
RPR
EIT
CADD OPT
CLERICAL
TASK
01 #'NIA
03
11
07
14
18
Tris
$126.00
$96.00
$8L00
$73.00
$63.00
$58.00
TOTAL
RPR (4-month construction period}
Preconstruction Conference
1
4
4
80 Days at 8 Hrs! Day
80
640
640
CONSTRUCTION PHASE
Conduct Preconstr Conference, minutes
1
3
8
11
Coord baseline surveys, benchmark
2
2
4
Site visits, notes, progress meetings
16
12
24
24
60
Coord. with RPR, Contractor, Owner
12
8
40
16
64
Routine change orders
4
4
B
Review submittals
4
9
13
Pay estimates including final
4
8
12
Certifications, guarantees & warranties
4
4
8
Final inspection and notes/Endings
4
8
8
20
MISCELLANEOUS ITEMS
QC/PM (4 mos. @ 2 hrs./mo.)
8
8
Prepare stmts. (5 Q 1 hr.)
5
5
Monthly Progress Reports (0.5 hr. each)
2
2
Coordination with Owner
8
8
CLOSEOUT PHASE
Record drawings
8
16
24
48
Warranty insp.
4
4
8
Addnl. compliance insps.
2
2
4
Final test and QC rpt.
4
20
8
32
BUDGET SUBTOTALS: HOURSI Trips -
110
56
116
664
99
24
95
SALARY
$7,056
$11,136
$53,784
$7,227
$1,512
$80,715
Paqe 2 of 3
F EE ESTIMATING SHEET PROJECT:
DIRECTS
LBB Air Drainage JOB NO..
TASK:
2CST
DIRECT CONSULTANT COSTS
SUBTOTAL
611 STRUCTURAL CONSULTANTS
612 MECHIELEC CONSULTANTS
613 ENV 8 CIVIL CONSULTANTS
614 LANDSCAPE CONSULTANTS
615 TESTING CONSULTANTS
616 SJRVEYING CONSULTANTS
617 INTERIOR DESIGN CONSULTANTS
618 OTHER CONSULTANTS
TOTAL DIRECT CONSULTANTS
DIRECT EXPENSES
-
821 TRAVEL'LODGING
MOTEL DAYS @
AIR TRAVEL AIR FARE @
PARKING DAYS @
CAR RENTAL DAYS @
MILEAGE 55 MILES @
MEN @ /MANDAY =
MEN @ MAN =
1DAY -
1DAY =
$0.485 @ 110 TRIPS -- $2,934.25
SUBTOTAL
$2,934
622 REPRODUCTIONS
BLUELINE PRINTS
SEPIA PRINTS
PRINTING:
ORIGINAL SET-UP COST
COST PER SHEET
BINDING COST
XEROX 600
SHTS @ $2.55 ( 5 SETS =
SHTS @ $8.51 @ SETS =
ORIGINALS @ $0.15 10RI. _
SETS @ $0.08 ISHT @ 225 SHEETS =
SETS @ $2.00 (SET =
SHTS @ $0.08 (SHT = $48.00
SUBTOTAL
$48
623 MODEURENDERINGS/PHOTOS
Shots
/Shot
$200
624 TELEPHONE 250 Calls@
$3.00 !Call
$750
625 MEALS DAYS @
MEN
WANDAY
626 FIELD SUPPLIES
$400
628 POSTAGE 15 Mailings @
$5.00 Wailing
$75
629 PUBLICATIONS R SUBSCRIPTIONS
630 MISC DIRECT EXP
631 FAX 350 Pa es
$1.00
-
$350
632 TEMPORARY PERSONNEL
633 DRAFTING SUPPLIES
634 OFFICE SUPPLIES
635 CADD 24 HOURS @
$8.00 !HOUR
$192
536 FIELD EQUIP RENTAL
646 SOFTWARE
TOTAL DIRECT EXPENSES
4,949
Page 3 of 3
Resolution No. 2007-80465
PARKHILL, SMITH & COOPER, INC. - LUBBOCK
PROJECT BUDGET SHEET
LOCATION CODE:
(A
PROJECT NAME:
LBB Air Drainage
JOB NO.:
TASK:
3S&T
DATE:
0829.07
FEE TYPE:
um
PREPARED BY:
JTH
PRINCIPAL:
JTH
PROD. MANAGER:
JTH
OVERHEAD RATE:
PROFIT ON LABOR:
PROFIT ON REIMB:
15.00ub
PROFIT ON DIRECTS:
15.009'0
FEE:
LABOR:
OVERHEAD:
REIMB. CONSULTANTS:
536,450
REIMB. EXPENSES:
DIRECT CONSULTANTS:
DIRECT EXPENSES:
LABOR BUDGETS:
CODE
DESCRIPTION HOURS COSTS
01
Firm Principal
#N/A
#N/A
03
Engineer
09
Engineering Technician
07
Engineer -in -Training
14
CADD Operator
18
Clerical
Page I of 2
FEE ESTIMATING SHEET PROJECT:
REIMBURSABLES
LBB Air Drainage JOB NO.:
TASK:
3S&T
REIMBURSABLE CONSULTANT COSTS
SUBTOTAL
511 STRUCTURAL CONSULTANTS
512 MECH/ELEC CONSULTANTS
513 ENV & CIVIL CONSULTANTS
514 LANDSCAPE CONSULTANTS
515 TESTING CONSULTANTS
_ _ _ _
Terra Engineers
$13.,925
516 SURVEYING CONSULTANTS
Smith Surveying
$22,525
517 INTERIOR DESIGN CONSULTANTS
518 OTHER CONSULTANTS
TOTAL REIMBURSABLE CONSULTANT
3 ,450
REIMBURSABLE EXPENSES
521 TRAVELJLODGING
MOTEL DAYS @
AIR TRAVEL AIR FARE @
PARKING DAYS @
CAR RENTAL DAYS @
MILEAGE MILES
MEN Q
MEN
IOAY
IDAY
$0.400
/MANDAY =
IMAN =
=
=
TRIPS =
SUBTOTAL
522 REPRODUCTIONS
BLUELINE PRINTS
SEPIA PRINTS
PRINTING;
ORIGINAL SET-UP COST
COST PER SHEET
BINDING COST
XEROX
SHTS $2.55 @ 8 SETS =
SHTS $8.51 @ SETS =
ORIGINALS ® $0,15 /ORI. _
SETS @ $0.08 /SHT @ 250 SHEETS=
SETS @ $2.00 /SET -
SHTS {d $0.08 ISHT =
SUBTOTAL
523 MODEL'RENDERINGS/PHOTOS
Shots
!Shat
524 TELEPHONE Calls -
$2.00 rCall
525 MEALS DAYS
MEN
IMANDAY
526 FIELD SUPPLIES
528 POSTAGE mailings @
$2.00 Wailing
529 PUBLICATIONS & SUBSCRIPTIONS
530 MISE REIMBURSABLE EXP
531 FAX Pages @
$1.00
532 TEMPORARY PERSONNEL
533 DRAFTING SUPPLIES
534 OFFICE SUPPLIES
_
535 CADD HOURS @
$8-00 iHOUR
536 FIELD EQUIP RENTAL
546 SOFTWARE
TOTAL REIMBURSABLE EXPENSE
Page 2 of 2