HomeMy WebLinkAboutResolution - 5805 - Amendment #1 To Agreement - Parkhill, Smith, & Cooper Inc - Storm Drainage Study - 03_26_1998RESOLUTION NO.5805
Item #36
March 26, 1998
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, Amendment Number 1 for
storm drainage feasibility study and design, by and between the City of Lubbock and
Parkhill, Smith & Cooper, Inc., and 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 City Council.
Passed by the City Council this 26th day of March 1998.
all I MAYOR
ATTEST:
Ka a Darnell
City Secretary
APPROVED AS TO CONTENT:
carry Hertel I
City Engineer
APPROVED AS TO FORM:
William de Haas
Assistant City Attorney
Ccdocs/Parkhill, Smith & Cooper Amend. No. 1.Res
March 26, 1999
RESOLUTION
Item #36
March 26,
NO.5805
1998
AMENDMENT NO. 1
TO AGREEMENT
CITY OF LUBBOCK, TEXAS
AND
PARKHILL, SMITH & COOPER, INC.
FOR ENGINEERING SERVICES
ENGINEERING SERVICES FOR STORM DRAINAGE FEASIBILITY STUDY AND DESIGN: Clapp Park to North
fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas Upstream of Clapp Park.
THIS IS AN AMENDMENT TO THE AGREEMENT dated December 19, 1996 and entered into by and
between CITY OF LUBBOCK, TEXAS hereinafter called "Owner" and PARKHILL, SMITH & COOPER, INC.,
hereinafter called "Engineer", of 4010 Ave. R, Lubbock, Texas, a corporation which is duly chartered under the laws of
the State of Texas.
Owner intends to proceed with PHASE II — DESIGN AND BIDDING PHASE SERVICES.
The purpose of this amendment is to establish the Basic Services, Supplemental Services and Compensation for
professional services associated with PHASE H. Basic Services, Supplemental Services and Compensation are
described in Attachment A and Attachment B.
Executed in two counterparts (each of which is an original) on behalf of Engineer by its Vice President shown
below, and on behalf of Ownerby its Mayor (thereunto duly authorized) this26 day of March , 1998.
OWNER
CITY OF LUBBOCK
By
Windy Sitton
Mayor
A ST:
By
ie Darnell
y Secretary
APPROVED AS TO CONTENT:
By ICJ,
Larry D. H el, P.E.
City Engineer
ENGINEER
Vice President
APPROVED AS TO FORM:
William de Haas
Assistant City Attomey
ATTACHMENT A
TO
AMENDMENT NO. I
TO AGREEMENT
CITY OF LUBBOCK, TEXAS
AND
PARKHILL, SMITH & COOPER, INC.
FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: RFP No. 13681, Engineering Services for Storm Drainage Feasibility Study and Design: Clapp Park
to North Fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas
Upstream of Clapp Park
A DESCRIPTION OF SCOPE OF SERVICES
The scope of services for this Project is as follows. Work will not proceed until Owner has authorized Engineer in
writing to proceed.
I. PHASE II — DESIGN AND BIDDING PHASE SERVICES
A. BASIC SERVICES.
Basic engineering services include:
1. Phase II design and bid period services as defined by the tasks and man-hours in Exhibit A-
L
2. Geotechnical services as described by the tasks and man-hours in Exhibit A-1.
3. Surveying services as defined by the tasks and man-hours in Exhibit A-1.
4. Deliver to the Owner one (1) reproducible plus ten (10) non -reproducible copies of drawings
and technical specifications developed for the construction projects.
5. Deliver to the Owner one (1) complete hard copy and automated copy of any supporting
data and calculations develop during the design of the project.
6. Disks containing the electronic files associated with the design of the project, including the
supporting data, plans, specifications and opinions of probable construction costs.
B. SUPPLEMENTAL SERVICES
Supplemental services include:
1. Archaeological / Cultural Resources Survey studies or investigations.
Initial coordination with the Corps of Engineers or the Environmental Protection Agency
concerning their requirements for the project
C. ADDITIONAL SERVICES
1. At the request of the OWNER, the ENGINEER will provide Additional Services as included
herein or upon agreement between OWNER and the ENGINEER defining the extent of such
Additional Services and the amount and manner in which ENGINEER will be compensated
for such Additional Services.
Additional Services may include but is not limited to preparing permits as may be required
by the Corps of Engineers (COE) or the Environmental Protection Agency (EPA) or such
other regulatory agency. The extent and scope of such services can not be fully defined at
the time this amendment is considered.
Any work requested by the OWNER that is not included in one of the items listed in any
other place will be classified as Additional Services.
4. Additional services may be authorized by a notice -to -proceed in writing from the City
Engineer and addressed to the Engineer.
ATTACHMENT B
TO
AMENDMENT NO. 1
TO AGREEMENT
CITY OF LUBBOCK, TEXAS
AND
PARKHILL, SMITH. & COOPER, INC.
FOR ENGINEERING SERVICES
Owner: City of Lubbock, Texas
Project: RFP No. 13681, Engineering Services for Storm Drainage Feasibility Study and Design: Clapp Park
to North Fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas
Upstream of Clapp Park.
COMPENSATION
Phase II — Design and Bidding Phase Services
For these services covered by this Agreement, the Owner agrees to pay the Engineer as follows:
A. GENERAL
1. The Engineer will be paid on an hourly rate basis shown in Table B-1 and subcontract personnel
services will be billed at cost. Engineer and subcontractor reimbursable expenses will be billed at
cost phis 15 percent surcharge. Reimbursable expenses are shown in Table B-1.
2. The Engineer agrees to use its best efforts to perform services as defined herein within the billing
limits stated below.
3. It is understood and agreed that the maximum billings of each of the items listed below are based on
the start of Services being authorized not later than May 1, 1998. If start of Basic Engineering
Services is not authorized by date given, it is understood and agreed that the upper billing limit will
be adjusted accordingly by a supplement to this Agreement.
4. Monthly payments shall be made to the Engineer by the Owner based on Engineer's statement. The
statement shall be itemized to indicate the amount of work performed and the associated
reimbursable expenses and subcontract costs.
5. The uncontested amount of each statement shall be due and payable upon receipt by the Owner.
Carrying charges of 1-1/2 percent per month from the billing date shall be due for accounts that are
not paid within 60 days after the billing date.
6. The Engineer shall keep records on the basis of generally accepted accounting practices of costs and
expenses and which records shall be available for inspection by Owner during normal business hours.
B. BASIC ENGINEERING SERVICES
The maximum billed for Basic Engineering Services including personnel services and reimbursable
expenses for the Engineer and Subcontractors is shown as follows:
Parkhill, Smith & Cooper, Inc.
Hugo Reed and Associates, Inc.
Surveying and Aerial Photography
Basic
Personnel
Services
$ 920,230.00
$ 323,822.00
Basic
Reimbursable
Expenses
$ 44,995.00
$ 14,517.00
$ 468,957.00
Q
Geotechnical
Geophysical
Monitoring Wells
S 96,368.00
$ 20,500.00
$ 56,196.00
TOTAL BASIC ENGINEERING SERVICES NOT TO EXCEED --- $ 1,945,585.00
2. The Engineer shall start the performance of the Basic Engineering Services within ten (10) days of
receipt of notice to proceed and will complete the Basic Engineering Services within 24 months and
in accordance with the timeline shown in Attachment C.
SUPPLEMENTAL SERVICES
1. The maximum billed for Supplemental Services including personnel services and reimbursable
expenses for the Engineer and subcontractor is shown as follows:
Parkhill, Smith & Cooper, Inc.
Hugo Reed and Associates, Inc.
Archeology / Cultural
Supplemental
Personnel
Services
$ 19 028.00
$ 15,940.00
TOTAL SUPPLEMENTAL SERVICES NOT TO EXCEED -
--
Supplemental
Reimbursable
Expenses
$ 1,968.00
$ 1,408.00
$ 24,000.00
$ 62,344.00
2. The Engineer shall start the performance of the services within ten (10) days of receipt of notice to.
proceed and will complete the Supplemental Services within the time period to be determined by
mutual consent between the Owner and the Engineer and dependent upon regulatory agency
cooperation
ADDITIONAL SERVICES
Additional services must be authorized in writing by the Owner.
The maximum billed for Additional Services will be determine by mutual consent before the
Additional Services are authorized by the Owner.
2. The Engineer shall start the performance of the authorized Additional Services within ten (10) days
of receipt of notice to proceed and will complete the Additional Services within the time period
determined by mutual consent before the Additional Services are authorized by the Owner.
TABLE B-1
PERSONNEL SERVICES RATES
AMENDMENT NO. 1
TO AGREEMENT
CITY OF LUBBOCK, TEXAS
AND
PARKHILL, SMITH & COOPER, INC.
FOR ENGINEERING SERVICES
Owner. City of Lubbock, Texas
Project: RFP No. 13681, Engineering Services for Storm Drainage Feasibility Study and Design: Clapp Park to North
Fork of the Double Mountain Fork of the Brazos River (the Canyon) and Overflow Playas Upstream of Clapp
Park.
COMPENSATION RATES
Hourly fees listed herein will apply for the term of this contract.
A Personnel Services
Parkhill, Smith & Cooper, Inc.
Category of Personnel
Rates ($/HR)
Principal -in -Charge
$
117.00
Project Manager or Senior Professional Engineer
$
99.00
Professional Engineer
$
81.00
Engineer -in -Training
$
68.00
Technician or Designer
$
58.00
Drafter/CADD Operator
$
52.00
Clerical
$
39.00
Hugo Reed and Associates
Category of Personnel Rates (MR)
Principal -in -Charge or Officer $ 105.00
Senior Engineer $ 89.00
Professional Engineer $ 79.00
Professional Land Surveyor $ 89.00
Engineer -in Training $ 58.00
Technician/Designer $ 55.00
Drafter/CARD Operator $ 49.00
Clerical $ 37.00
B. Reimbursable Expenses
The following expenses are reimbursable:
1. Travel, subsistence and incidental costs.
2. Use of motor vehicles on a monthly basis for assigned vehicles and on a current mileage basis or
rental cost basis for vehicles used for short periods.
3. Telegraph costs, long distance telephone costs and project "onsite" telephone costs.
4. Reproduction of reports, drawings and specifications.
5. Postage and shipping charges forproject-related materials.
6. Computer time charges, including program use charges.
7. Rental charges for use of equipment.
8. Cost of acquiring any other materials or services specifically for and applicable to only this Project.
EXHIBIT A-1
BASIC SERVICES
And
SUPPLEMENTAL SERVICES
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NO" FORK OF THE DOUBLE MOUNTAIN FORK OF THE 9WOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO.1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File- CLAPP2.1.ds EXHIBIT A-1 RFP No. 13681 06-Mar98 02:45 PM
Firm
Task
Prin.
Proi.
Sr.
Prof.
Prof.
EIT
Technician
Drafter
Clerical
Total
Total
Cumulative
or
Mgt.
Engf.
Engr.
Land
or
or CADD
Hours
Extension
Total
Officer
Surv.
Designer
Operstor
It)
(6)
PSC
$117.00
$99.00
$99,00
$01.00
40.00
466,00
$58.00
452.00
$39.00
MR
«««««« Rats$ »»»»»»
$106.00
$0.00
$89.00
479.00
$89.00
456.00
455.00
$49.00
$37.00
PSC
A, !1@V*W SnECTEO PRO,kCT W7arlTV'STAFF"`'-
4
12
6
2
2
0
2
26
$2,472
/2,472
1. Identify any needed modifications since completion
MR
0
6
4
0
0
0
12
$1,028
$3,500
of Feasibility Study, review with City
PSC
I
2. Review w/City scope and schedule of recommended
2
6
3
6
6
6
1
30
$2,178
$5,676
MR
aerial photography
4
1
2
7
$533
$5,211
PSC
3. Review w/City scope and scMdule for recommended
2
6
3
6
6
6
1
30
$2,170
40,359
MR
ouM survey Heads )Preliminary)
4
1
2
1
8
$570
48.959
PSC
Review w/City scope and schedule for recommended
2
8
3
6
6
3
1
29
$2.220
011,179
MR
14.
gsoter3nical Investigations (Preliminary)
4
4
1
9
$625
a11,004
PSC
S. Review w/City potential utility relocation/coordinstion
♦
6
8
24
12
2
58
$4,242
$16,046
MR
reeds, make preliminary identifications
6
4
121
4
26
$1,742
017,700
PSC
6. Identify potential eetemant/property acquisition needs
2
4
6
6
6
12
2
42
$2,526
$20,014
MR
Review w/City (Preliminary)
4
2
8
6
4
26
$1,614
$22,226
PSC
7. Discuss affected re0story agency coordination needs
$0
$22.228
MR
(Supplemental & additional services)
$0
$22,228
PSC
8. Coordinate ant4cipated project construction budget
2
6
16
16
16
6
4
68
$4,712
$26,940
MR
(Preliminary)
4
8
12
6
2
34
$2.150
$29,090
PSC
9. Review with City proposed geophysical survey
1
2
4
1
6
$582
029,652
MR
(Preliminary)
2
2
1
5
$313
029,965
PSC
10. Review with City propo"d new monitor well
2
12
e
6
3
33
$2,731
$32,696
MR
locations (Preliminary)
a
4
6
3
23
$1,603
#34,299
PSC
11. Reserved
0
$0
$34,299
HR
I
0
$0
$34.29,1
325
476
Page 1 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER ITHE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO.1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: CLAPP2-1.xle EXHIBIT A-1 RFP No. 13681 06-Mar-98 02:45 PM
Firm
Task
Prin.
Prol.
Sr.
Prof.
Prof.
ER
Technician
Drafter
Clerical
Total
Total
Cumulative
or
Mgr.
Ergr.
Engs.
Land
W
or CADD
I
Hours
Extension
I
Total
Officer
Surv,
Designer
Operator
(4)
is)
PSC
$117.00
$99.00
$99.00
$61.00
40.00
468.00
$58.00
452.00
039.00
MR
<<<<<<<<<<<< Rates >>>>>>>>>>>>
$105,00
$0.00
$89.00
#79.00
$69.00
$58.00
055.00
$49.00
437.00
PSC
4
26
0
t
a
2
58
$4,920
$39.225
1. Coordinate serial photography needs and plan/p"No
MR
plannimetricsheatstrucnae
14
a
6
2
30
$2,324
041,549
PSC
2. Coordinate with surveyors for ground Surveying
2
8
8
4
2
24
01,980
043,509
MR
and aerials tirveying f"bal)
a
12
a
4
2
34
SZ394
$45,903
PSC
3. Coordinate gsotacYnicYinvestigations
2
to
a
12
a
8
2
68
$4,240
$50,143
MR
8
4
2
14
0002
451,12a
PSC
4. Onsite direction for Soil sampling for TPH analysis
1
8
4
80
73
04,713
155,03a
MR
during gootachnical investigation
1
1
$89
$55.927
PSC
5. Coordinate geophysical investigation
1
a
10
1
20
41,62a
$57.555
MR
1
1
$37
057,092
PSC
6. Onsits presence durng geophysical investigation
1
12
40
2
55
$3,703
$61.295
MR
6
a
1
17
411189
0OZ484
PSC
7. Coordination and onsite presence for monitor
2
10
48
1
91
14,047
400,631
HR
construction consction
4
1
5
$393
408,924
PSC
0. Measure groundwater levels, 26 wells Q 2 par wear
1
6
44
2
53
$3,341
#70,265
MR
Summarize groundwater date 115 new end 11
2
2
4178
070.443
exisong wens)
PSC
9. Coordination and onsits presence for project
12
40
40
80
180
8
358
023.038
494,081
MR
surveying, t1A/OC of i alals
20
10
40
72
1
157
49,393
#103,474
Estimate 79 shests @ 1' - 50
PSC
10. Review amrkonmernal records search updad
1
4
14
24
1
44
42,090
0108,370
MR
and plot now data on 1995 aerials
0
40
$108,370
PSC
11. Retrieve additional LPST records from
1
4
32
37
42,369
$109,739
HA
TNRCC
0
40
$108,739
PSC
12. Collate and interpret field data
a
48
60
48
tb
3
163
$14,761
6123,500
MR
32
24
32
3
91
00,711
0130,211
PSC
13. Confirm storm sewer route with City ststl
1
6
4
1
12
4968
4131,188
MR
6
♦
1
11
4767
6131,935
1034
1397
Page 2 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER ITHE CANYONI AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO.1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: CLAPP2-1.xls EXHIBIT A-1 RFP No. 13681 06-Mar-98 02:46 PM
Farm
Task
PrIn.
Proj.
Sr.
Prof.
Prof.
EIT
Tect"cian
Drafter
Clerical
Total
Total
Cumulative
or
Mgr.
Engr,
Enpr.
Lard
or
or CARD
Hours
Extension
Total
Officer
Stay.
Designer
Operator
1/1
(t)
PSC
0117.00
$99.00
$99.00
$81.00
10.00
168.00
158.Do
152.00
MR
<<<< « « « « Rates >>>>>> >> >>>>
$105.00
$0.00
$89.00
$79.00
$89,00
158.00
156.00
t49.00
:39.00
137.00
C. REFNi! MOB: � 89CiEC7'Efl ikt'#Rlli< � -•
1. Verify desired level of protection with City staff
PSC
2
2
4
$432
$132,304
MR
2
2
0178
$132,546
PSC
2. Use runoff curve numbers from feasibility study
0
10
$132,540
MR
(No additional effort)
0
10
$132.546
PSC
3. Use drainage area boundaries from feasibility study
0
10
$132.546
MR
(No additional effort)
0
$0
$132,546
PSC
4. Use times of concentration from feasibility study
0
10
$132,546
MR
(No additional affort)
0
10
01345"
PSC
5. Convert bothymobic surveys to MiraoStation, merge
1
16
40
72
129
$8,165
$140.711
MR
with City 1'.200' existing contour maps, adjust
12
24
38
72
14,224
$144,935
cornours as needed for best visual hodruntd fit,
adjust TTU survey -merge using surveyed lake cross
sections, use TTU bathymstric surveys where they
are made available by the City
PSC
6. Ravin stsystion-rap-volume date for surveyed lakes,
1
2
40
80
103
$6,155
$151,090
MR
use feasbility study beginning water surface Nevadorn
2
12
24
38
12,050
$153,140
PSC
7. Ravin baseline hydrologic models using revised
1
4
4
12
21
$1,653
$154.793
MR
lake stevetion-erwirtor" retetionships and net
6
8
14
1996
$155.791
baseline models lesietktg, future no -action)
(Existing condition and future no -action 5-, 25-, and
100-year evental
PSC
8. Revise feasibility study adICPR modal for Aft. 29,
2
4
16
22
$1,682
$157.473
MR
using revised lake alwetirraraa•etraperotatrorr
10
8
18
$1,354
$158,827
ships 15-, 25- and 100-yeer events)
PSC
9. Refine adiCPR model storm sewer profiles based
1
4
12
46
1
56
15.004
$163.631
MR
on mitiai field surveys of sanitary sewers
12
16
1
29
$2,033
$165,064
PSC
10. Coordinate with City staff on manhots spacings
1
2
10
1
14
41,034
0160.898
MR
and locations for model refinement
4
4
1
9
$025
$107,523
(proposed storm sewer), also drop structures
PSC
i t . Coordinate with City staff on the potential for
4
a
8
8
1
29
$2,043
$109,556
MR
staged pipe sixes wept of Lek* 23S and a gated
4
3
1
6
$587
$170.133
outlet at Lake 37, 241rtch mintimuxn pipe cite par
City
Pogo 3 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER ITHE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT N0,1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File- CLAPP2.1.xis EXHIBIT A-1 RFP No. 13681 06-Mar-98 02:45 PM
Firm
Task
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Tadwdcisn
Drafter
Clerical
Total
Total
Cumulative
or
I
Mgr.
Ergs,
Engr.
land
or
or CADD
Holes
Extension
Total
Officer
Surv.
Designer
Operator
11)
111
PSC
$117.00
$99.00
$99.00
$81.00
40.00
$68.00
$55.00
152.00
439.00
MR
c < c « « « « < Rates >>>>>>>>>>>>
$105,00
10.00
400,00
179.00
089.00
$54.00
455.00
449.00
$37.00
12. Refine model using staged pipe sizes west of
1
24
48
118
0184.402
PSC
189
414,259
HR
Lake 23S, possibly also a gated outlet at Lake 37.
20
24
S8
100
$5,924
0191,326
possible gated outlet at Lake 24
PSC
Review model results with City Staff
1
8
32
41
$3,035
0194,411
113.
HR
(Also refine Its. C12 for review purposes)
6
10
18
01.114
0195,825
PSC
14. Update Opinion of Probable Construction Cost
1
6
6
40
2
55
43,995
1199,520
MR
based on refined modal Was shushing quantity
4
4
15
24
I1,a00
/201,120
Information an appropriate)
PSC
15. Prepare final sdlCPR model as refined from
2
8
12
40
12
2
76
15,492
0206,012
MR
design drawings
6
1
8
0534
4207,145
PSC
15. Run FIS model and outflow hydrograph from Clapp
4
2
1
7
0571
4207.717
MR
System, analyze for increases in peak discharge above
10
20
0
2
40
12,564
0210,201
FIS flow rats in Canyon at the sawar outlet
PSC
17. Reserved
0
10
1210,281
MR
0
10
0210.281
0. DETAILED DESIGN ITEMS
1. Submerged outlet structures - Minor -47 estimateW
PSC
4
10
50
42
32
130
410,220
4220.501
MR
primarily dimensional and structural analysis
12
12
16
24
84
14,2a4
0224.765
PSC
Submerged outlet structures - Major (l estimstedl
2
8
16
24
24
74
45,340
4230.111
MR
12.
primarily dimensional end structural analysis
6
a
$534
4230,645
PSC
3. Outlet structure at Canyon (potential emsion
2
40
48
60
24
174
413,410
4244,055
MR
control measures such as rock rfprep may be
6
5
12
24
41,704
4245,759
necessary, also unknown what Corps may require)
PSC
4. Drop Wet structure - Minor -19 estimated)
6
24
72
140
250
$10,974
4254.733
MR
primarily dimensional and tbuct ral analysis
16
30
56
102
47,042
0271.775
PSC
5. Drop "at Structure - Major (2 estimated)
2
8
24
92
128
49,226
$281,001
MR
primarily dimensional and structural analysis
5
10
26
44
42.940
4203.949
PSC .
6. Loop 200 Crossings - (3)
8
18
54
128
204
415.384
1299,313
MR
(involves tunneling and der -watering, tunnel stresseal
16
24
56
Sd
15,568
1305,861
primarily dimensional and structural analysis
756
1132
Page 4 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER ITHE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: CLAPP2.1.xis EXHI8fT A-1 RFP No. 13681 06-Mar-98 02:45 PM
Firm
Task
Prin.
Prof.
Sr.
Prof,
Prof.
EFT
Technician
Drafter
Clerical
Total
Total
Cumulative
or
Mgr.
Engr.
Engr,
Land
or
or CAOD
Hours
Extension
Total
Officer
Surv.
Designer
Operator
(sl
(s)
PSC
$117.00
$99.00
499.00
191.00
10.00
$68.00
$55.00
$62.00
439.00
HR
« « « « « « Rates » » » » » »
0105.00
40.00
089.00
479.00
$89.00
058.00
$55.00
049.00
$37.00
PSC
7, interstate 27 Crossing
4
16
36
122
178
413,264
#319,145
HR
primarily dimensional and structural analysis
14
16
54
84
05,642
0324,767
(involves tunneling and ttxvtal stresses)
PSC
8. Railroad Crossings 113 sets of tracks in 7 crossings)
6
42
80
144
272
021,132
0345,919
HR
(involves tunneling and tunnel stresses)
20
32
46
100
$7,092
#353,011
PSC
9. Tranching versus Tunneling Analysis
2
17
20
46
B7
0359.812
HR
7
a
24
39
:6.801
2,647
4302,459
PSC
10. Backfili Requirements fuss typical requirements rsther
2
8
16
12
12
SO
#3,834
1366,293
HR
than reach specific rowgraments, gootech materials
♦
8
8
20
01,260
�367,563
general grouping of backfi6l
PSC
11. Pavement Cut and Repair (Use a typical section per
2
5
12
24
1
47
$3,609
0371,222
HR
street type such as residerMial, kdustrisl service,
6
6
12
1
27
$1,599
0373,121
five -lone and savan-lane service), Coord. W/City
PSC
12. Refine utility relocation idsmificstion and
2
28
60
55
56
26
6
236
016,612
389,733
HR
rpuirements
12
20
24
24
12
2
94
$6,022
:395,755
PSC
Colwlats pips Daoods for open trench
2
14
14
120
150
010,914
$406.669
HR
113.
8
8
40
58
13,564
$410,333
PSC
14, Coordinate with City staff on allowable pipe
1
8
8
3
18
11,434
HR
motorists and joint types
6
1
7
4571
:411,767
412.338
PSC
Ardptectural treatment of drop inletaAteadwalis
1
16
84
32
4
137
$10,32:
$422.663
HR
115.
6
8
15
1
33
12,16
#424,828
PSC
16. Drop atnxtues, Ouava to Canyon. structural
2
16
32
32
1
83
16,525
0431.453
HR
analysis, options for drop structures, eat. 3
6
8
1
17
$1,213
$432,666
L PREPARATION Of P[ANYPROFILE DRAWINGS'
J
1. Lake 037 to Lab 031 -- 5,6001f estim; d
PSC
8
12
60
1-2
100
236
$16,624
�449,490
HR
Utility add -ins, baring and monitor well locsoons, pipe
6
14
24
14
44
102
15,955
1455,446
grades and cad outs, D400d cell outs, reviews, 6 shoats
PSC
2. Lake 031 to Lake 027 - 5,6001f ssometed
6
10
38
60
28
64
216
$14,162
$469,610
HR
Utility odd -ins, boring and monitor well loactions, pipe
5
12
20
12
16
65
$3.997
$473,607
grades and toll outs, 04load call outs, reviews, 5 shoats
PSC
3. Lake 027 to Lake 028 - 4,050 N asnmatod
4
6
34
40
21
68
175
111,4116
445,09:
HR
Utility adddna, boring and monitor well locations, pipe
4
14
16
10
30
74
44,410
:469,50
grades and call outs, D-lood call outs, reviews, 4 ~a
tight grades, demolition of flume likely, ublites
utilities clearances a real problem
2224
3037
Page 5 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRA20S RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK IALTERNATNE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File- CLAPP2-1.A. EXHIBIT A-1 RFP No. 13691 06-Mar-96 02:45 PM
Firm
Task
Prin.
Pro!.
Sr.
Prof.
Prof.
EIT
Tochnicion
Drafts"
Clerical
Total
Total
Cumulative
or
Mgt.
Engr.
ErW.
Land
a
or CADO
Hone
Extension
Total
Officer
Surv.
Designer
Operator
III
(*I
PSC
$117.00
499.00
199.00
151100
40.00
168.00
058.00
$52.00
439.00
MR
«««««« Rates »»»»»»
$105.00
$0.00
$89.00
$79.00
$09.00
$58.00
$55.00
$49.00
$37.00
PSC
Lake 026 to Lake 025 - 4,225 If estimated
4
a
34
40
21
68
176
$11,409
$500.993
14.
MR
Utility add4n@. boring and monitor well locations, pipe
4
14
16
10
30
74
$4,410
$505,403
grades srd cog outs. D-bad cog outs, reviews, 4 shoots
high groundwater a potential design problem
PSC
5. Lake 025 to Lake 024 - 2,540 it estimated
4
8
34
40
21
66
175
$11,488
$516,891
MR
Utility add4ns, boring snd monitor well locations, pipe
4
14
10
10
30
74
$4,410
$521,301
prsdas and call outs, D-load call outs, reviews, 4 shoots
Tie-in from Muneke to Andrews, high groundwater a
potential design problem
PSC
0. Lake 024 to Lake 0233 - 3,660It estimated
0
12
44
60
32
1110
256
110,824
$538,125
MR
Utility sdd-ins, boring end monitor well locations, pipe.
a
14
24
14
44
102
$5.958
$544,063
grades snd call outs, 04oad call outs, reviews, 5 shoots
high groundwater a potential design problem
PSC
7. Lake 0235 to University Trunk Sewer - 49001ft set.
0
12
44
60
32
100
256
$16,824
$560,907
MR
Loop 209 crossing
6
14
24
14
44
102
$5,958
$566.005
Utility add -ins, boring and monitor well locations, pipe
grades and call outs, D-load sag outs, reviews, 5 shoats
high groundwater a potantief design problem
PSC
8. Lake 022 to Trunk Sewer - 3,3501t estimated
4
8
22
30
15
50
1
121
10,451
$575.316
Utility add4ns. boring ad monitor well locations, pipe
grades and call outs, 04oad call outs, reviews, 3 sheets
MR
4
6
12
6
22
1
51
12,971
1578,207
PSC
9. Lake 020 to Trunk Sewer - 3.5401t estimated
2
4
14
20
12
36
1
89
$5,731
$564,018
Utility add4ns, boring said morns well locations, pipe
grades and call outs, D-iaad call outs, reviews, 2 sheets
MR
no additional tie to Casey Park across.66th Street
4
2
a
4
14
1
33
$1,921
$585,939
PSC
10. Lake 019 to Trunk Sewer - 1.200 R estimated
4
8
22
30
16
50
1
129
$8,451
$594,390
Utility add4ne, boring and monitor wed loasoons, pipe
grades and call outs, 04oad call outs, reviews, 3 shoots
MR
0
12
g
22
1
47
42,S75
C697,005
PSC
11. Lake 021 Ourfsg to Canyon
40
80
220
300
100
500
14
1294
184,666
$081.071
MR
27,030If estimated
30
70
120
70
I20
14
524
$30,306
$711,979
Utility add -ins, boring and monitor well locations, pips
grades end call outs. D-load call outs, reviews,
1.27 crossing, major street and utility crossings
30 shoots
PSC
12. Lake 25 tie across 82nd Street
4
6
22
12
/B
50
2
112
17,268
1719.245
MR
3 shosp
6
6
30
6
22
2
72
$4,230
$723,475
Pages of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK IALTERNATIVE 20
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1. BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File- CLAPP2-1.vle EXHIBIT A-1 RFP No. 13691 06-Mar-98 02:45 PM
Firm
Task
Prin.
Proj.
Sr,
Prof.
Prof.
EIT
Tect"cian
Drafter
Cle ical
Total
Total
Cumulative
or
Mgr.
Engr.
Ergr,
land
or
or CARD
Hours
Extension
Total
Officer
Swv.
Designer
Operator
(1)
({)
PSC
1117.00
199.00
099.00
181.00
10.D0
$63.00
$56.00
162.00
$39.00
MR
<<<<<<<<<<<<Rstes >>>>>>>>>>>>
$105.00
$0.00
$09.00
$79.00
159.00
$58.00
$55.00
149.00
$37.00
PSC
13. University Street Trunk Line, Clapp park to
10
14
40
70
38
11e
2
290
010,670
0742,345
MR
approximately 69th Street, on. 8,2001ft
7
15
28
16
51
2
120
10,964
$749,309
Utility add -ins, boxing and monitor wall Ioactlons, pipe
grades and call outs, Oaoad call outs, reviews, 7 shseta
F,.. PREPARATION QF�MfSC'O6TAR, SKE'TS .:
1. Trenching. Excavabon ndBackti9
PSC
♦
8
0
0
20
1
41
$2,667
$751,976
MR
Typical details (not Customized)
4
6
4
0
8
1
23
{1,491
1753,487
(2 sheets art.)
PSC
2. Manholes
2
12
16
14
22
1
67
$4,853
$758.320
MR
Two @eta of dateils, large dim. pipe and small dim. pipe
2
8
6
1
Is
0657
$759,177
special details associated wlsach (2 sheets met.)
PSC
Mmedwalls, Wingwalls, and, lake Malts
6
54
40
48
170
124
2
444
020,930
$788,115
MR
13.
Highly detailed dimensional and reinforcing
48
24
20
48
48
2
190
$12,394
$800,509
steel details, several views each (12 sheets set.)
PSC
4. Tunnelling
4
12
8
to
0
24
64
$4,640
$805,149
MR
Typical ttawsling details (1 sheet met.)
4
0
0
0
4
5
$552
$805,701
PSC
5. Pavement Cut WA Repair
4
12
4
5
40
2
70
$4,ee2
$810,303
MR
Typical details for approx. 4 atreat types 12 shoats est.)
61
0
0
0
2
8
1608
1810,991
PSC
S. Erosion and Sedimem Control
4
24
24
16
18
2
e6
$6,766
$817,777
MR
Conwtruculm activity controls (typ. whore Possible)
48
46
32
54
2
184
$12,640
$030,417
13 sheets est.)
PSC
7. Additional items for delivering two (2) PS✓VE
12
32
32
96
60
232
$10,812
$047,229
packages such as project title differences, drawing
24
12
48
32
lie
$7,438
$054,885
notes that apply to only one package, Consistency
MR
between PS&E packages, detailed rotes revisions, etc.
PSC
B. Reserved
0
10
$064.605
MR
0
10
$854.045
PSC
9. Miscellaneous Utility Adjustments
0
{0
$054,665
MR
(Utility ad' sutra design not a part of contract)
0
10
11154,605
PSC
10. Rrtwork, Park Drains snd Miscellaneous Conasts
a
24
32
a0
24
1 C4
2
252
{1®,628
0871,293
MR
(3 shoots est.)
12
12
24
18
36
2
104
16,224
$977,517
PSC
11. Coordinate with City staff about additive alternates
a
40
48
160
84
5
340
024,344
0901,081
MR
linckA*o some additive shomets modeling for
32
16
54
24
3
129
$8,531
$910,392
effectiveness evaluation)
PSC
12. Drop structures, Guava to Canyon
6
24
44
84
32
134
2
326
$21,256
$931,648
MR
est. 3 shoats
12
8
8
1
29
$1,937
$933,505
PSC
19. Reserved
0
10
{933.666
MR
0
{0
1933,585
3552
4992
Page 7 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYONI AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATR/E 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO.1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: CLAPP2-1.xls EXHIBIT A-1 RFP No. 13681 08-Mar-98 02:45 PM
Firm
Took
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
Draftw
Clerical
Total
Total
CUmulative
or
Mgr.
Ergr.
Ergr.
Lard
or
or CAOO
Hours
Extension
Total
Officer
Surv.
Designer
Operator
(1)
10)
PSC
0117.00
099.00
099.00
081.00
00,00
068.00
058.00
052.00
$39.00
MR
<< << << << << << Rates >> >> >> >> >> >>
1105.00
10.00
1e9.00
179.00
009.00
$58.D0
$55.00
149.DO
137.00
PSC
14. Reserved
0933.585
0
to
MR
0
10
$933,585
A: ` PREPARATK)NOf'3►'ECIFIClFTION9.
1. Prepare oudi a of specifications sections
PSC
6
24
30
9
69
$5,409
0939,054
MR
(Two separate PS&E packages)
le
a
3
29
$2,177
$941,231
PSC
2. Coordinate General Conditions with City
a
24
6
3
39
$3,081
0944,912
MR
6
8
3
1a
$1,119
0946,031
PSC
3. Prepare individual Specification Sections
24
120
240
ISO
90
654
t49,8711
4995,909
MR
(Two sprats PS&E packages)
60
e0
30
ISO
19,930
11,006,639
PSC
4. OA/OC of plane said specifications
40
140
9
1119
010,891
01.024,730
MR
Ifinai OA/OC, two packages)
72
9
a1
$0,741
$1,031,471
PSC
5. Perform quantity take offs, revise Opinion of
12
38
72
120
140
140
4
525
034,714
01,006.185
MR
Probsbte Construction Cast (Two. PS&E Packages)
42
46
30
32
4
Ise
49,888
$1,076,073
PSC
6. Coordinate with City staff on format of hid form
10
30
10
60
6
118
$9,264
111,0e5,337
MR
and any additive ahem rtes (Two PS&E packages)
16
10
20
4
50
$3,522
$1,086,859
PSC
7. Reserved
0
10
$1,088.859
MR
0
40
01.0ae,859
PSC
B. Reserved
0
10
tl,osa,eig
MR
0
10
01,088,059
N: - 1310HT'OF'WAV`
1. Coordinate with City staff on easement and right
PSC
2
32
24
18
4
7e
ta,022
t1,094,ee1
MR
of way needs
32
4
2
36
13,116
t1.097,999
PSC
2. Prepare easement and right of war parcel drawings
1
e
2
11
0967
01,099,9ea
HR
and mates and bounds descriptions for privet
4
2
a
$430
01,099,416
property right of way/0esemert acquisition
(City to furnish existing property met" and bounds)
PSC
3. Coordinate with TxDOT and Railroad for highway
a
4e
96
12
164
012,004
41,112,100
MR
and railroad crossings
32
16
3
51
13,8e7
$1,115,987
PSC
4. Prepare permit applications and suppo-thg
6
1e
32
72
16
144
$9,028
$1,125,015
MR
eWbits (Tx00T @t Loop 289 13) and 0 1-27111)
14
12
22
6
54
03.242
01,128,257
PSC
5. Prepare permit oppecedons and supporting
20
40
16
38
140
8
260
$17,836
01,145,093
MR
exhibits for railroad crossings (one permit for
to
16
24
2
50
$3,602
$1,149,495
7 location. involving 13. tracks)
1593
2074
Page B of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRA20S RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1. BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
Gila• CI APP11.1 _via EXHIBIT A•1 RFP No- 13881 06-Mar-98 02:45 PM
Firm
Took
Prin.
Pro).
Sr.
Prof.
Prof,
EIT
Technician
Drsftw
Clerical
Total
Total
Cumulative
or
Mgr.
Engr.
Engr.
Lard
or
or CARD
Hot"
Extension
Total
Officer
Surv.
Designer
Operator
(1)
16)
PSC
0117.00
199,00
$99.00
181.00
$0.00
166.00
150.00
$52.00
$39.00
HR
«««««« Rates »»»»»»
$105,00
40.00
489.00
179.00
$09.00
150.00
155.00
$49.00
$37.00
PSC
6. Reserved
$1,149,495
0
10
HR
0
40
41,149,495
I: COOPOINATIO14 WITH UTILITIES
1. Coordinate with Energes, SPS, LP6L. AT&T, BON
PSC
28
96
96
220
$19,308
$1,188,803
HR
Telephone, City Water Utilities, Cox Csbi4
42
36
76
$5.828
$1,174,829
PSC
2. Coordination meetings with utilities
4
16
32
32
80
12
176
$11.448
01.186,077
HR
Uti ides to mark up wd return set of drawings with
16
16
Is
24
8
80
$5,088
$1.191,105
their utilities located thereon for transfer to
construction drawings. prepare drawings for
utilities use
PSC
3. Identify utility adjustments necessary to the project
4
24
16
54
46
6
152
010,542
$1.101,707
HR
(Utility adjustment designs not part of tlds seopal
24
8
16
16
3
69
14,069
41,200.390
PSC
4. Notify City staff and review utility adjustmena
2
12
4
18
11,676
11,207,974
HR
recommendations
6
6
14
1934
$1,200,900
PSC
5. Reserved
0
s0
01.200,900
HR
0
10
41.208,908
SIO PHASE SERVICES':
1. Assist in advertisement, distribution of plans and span
PSC
2
Is
24
12
56
$4.426
$1.213,336
HR
(Far only the Brat PSAE package to bid)
5
1
7
$571
$1.213.907
PSC
2. Questions during Bid Phase
4
24
24
6
60
44,708
41,210,595
HR
IFor only the first PS&E packs" to bid)
12
6
20
11,532
$1,220,227
PSC
3. Prepare for and attwd Prebid Conference
2
6
2
10
$900
$1,221,133
HR
(For only the firat PSSE package to bid)
6
2
6
1608
$1,221,741
PSC
4. Assist in Review of Bids Received
2
12
10
4
26
42,250
$1,223,999
HR
(For only the first PS6E package to bid)
6
2
10
1700
61,224,705
PSC
Reswved
0
10
$1,224.705
HR
15.
0
10
$1,224,705
057
864
56e
B07
154
199
Page 9 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER ITHE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF MAN-HOURS, WORKSHEET 1
PHASE 2 DESIGN SERVICES AMENDMENT NO.1, BASIC SERVICES, ESTIMATE OF MAN-HOURS AND TASKS
File: CLAPP2-1.xls EXHIBIT A-1 RFP No. 13681 06-Mar-90 02:45 PM
Firm
Task
Ptln.
Proj.
Sr.
Prof.
Prof.
ER
TscMidan
Dratter
Clerical
Total
Total
Cumulative
or
Mor.
Engr.
Engr.
I
Land
or
10pwgwr
or CADO
Hours
Extension
Total
Officer
Surv.
Designer
(a)
0)
PSC
• t 17.00
199.00
199.00
161.00
10.00
1e8.00
160.00
162.00
139.00
MR
<< << << << << << Rats$ >>> » » » »
e105.00
10.00
109.00
179.00
089.00
450.00
155.00
149.00
437.00
MLP^ggy To CITY "I `• -.� .
1. Oroenize and consolidate final design data
PSC
4
24
48
60
10
146
19,61 a
41,234,403
MR
(Two PS6E packages)
0
16
24
5
53
13,001
11,237,404
PSC
2. Reproduce duplicate sets of the design date and
2
8
4
14
11,102
$1.230,586
deliver
MR
(Two PBSE packages)
1
4
21
6
$4301
$1,239,016
PSC
3. Organize electronic files and directories, write to
2
0
24
18
4
56
13,750
41,242,766
MR
Co, deliver CD's of electronic files
4
6
0
2
22
$1,286
01,244,052
(Two PS&E pocksoes)
ai1':' 11E9L°RVkO k ron ., ° r,. ,.fin"
PSC
0
10
01,244.052
MR
0
10
$1,244,052
PSC
0
10
41,244,062
MR
0
10
41,244,052
PSC
0
10
01.244,052
MR
0
10
11,244,052
PSC
0
10
01.244,052
MR
0
10
/1,244,052
PSC
0
10
$1.244,052
MR
0
10
01.244,052
PSC
0
10
41.244,062
MR
0
10
41,244,052
PSC
0
10
11,244,062
HR
0
00
$1,244.052
PSC
0
10
41.244.052
MR
0
40
01.244,052
PSC
0
10
01,244,052
HR
0
10
$1.244,052
465
1801
it"
2015
0
0
5417
1821
4250
498
PSC
465
1001
16
2161
0
0
3898
1247
3067
333
13008
72%
MR
0
0
1120
$54
0
0
1519
374
1103
165
5003
28%
10011
PSC
64
MR l 154,4pS0 10170.29910 1 4100,3$1,58492 1#175,041
161,000 10 I 10 110265000,002 I 020,570 1 450,907 1 40,1105 111.244A62 I 20%
210
297
80
0
13009
5003
Page 10 of 10
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER 1THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF REIMBURSABLE EXPENSES, WORKSHEET 2
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1, BASIC SERVICES, REIMBURSABLE EXPENSES
File: CLAPP2-2.XLS EXHIBIT A•1 RFP No. 13681 02:46 IM 06-roar-9e
Cumulative
Reimbursable Expenses
Total
Total
PSC
Mileage
1600
Moos
@
$0.33
per mile
$520
$520
HR
1000
Miles
@
$0.33
per mile
$325
$846
PSC
Blueline prints - check sets plus three review sets
2000
Sheets
@
$2.55
per sheet
$5,100
$5,945
HR
only, 120 sheets, 20 sets
400
Sheets
@
$2,55
per sheet
$1,020
$6,965
PSC
Reproductions
6500
Sheets
@
$0.10
per sheet
$650
$7,615
HR
2000
Sheets
@
$0.10
per sheet
$200
$7,815
PSC
Toll telephone
1
Project
@
$1,500.00
per project
$1,500
$9,316
HR
1
Project
@
$750.00
per project
$750
$10.065
PSC
Fax
1000
Pages
@
$1.00
per page
$1,000
$11,065
HR
500
Pages
@
$1.00
per page
$500
$11,565
PSC
Postage, shipping and delivery
100
Mailings
@
$15.00
per mailing
$1,500
$13,065
HR
35
Mailings
@
$15.00
per mailing
0525
$13,590
PSC
CADD charges
3087
Hours
@
$8.00
per hour
$24,698
$38,286
HR
1163
Hours
@
$8.00
per hour
$9,304
$47,590
PSC
Interface probe rental charges for groundwater
4
Days
@
$60,00
per day
$200
$47,790
HR
measurements
0
Days
@
$0.00
per day
$0
$47,790
PSC
Mylar for reproducible construction drawings, final sets
1
Rolls
@
$320.00
per roll
$320
$48,110
HR
0
Rolls
@
$0.00
per roll
e0
443,110
PSC
Update environmental records search
7
Zip Codes
@
$70.00
per zip code
$490
$48,600
HR
0
Zip Codes
@
$0.00
per zip code
90
$48,600
PSC
Analytical lob analysis for TPH in soils
60
samples
@
$63.00
per sample
$3,150
$51,750
HR
0
samples
@
$0.00
per sample
$0
$51,750
Subtotals for Worksheet 2
PSC
$39,120
$39,126
HR
$12,624
$51,750
w/ Contract multiplier for reimbursables 1.15
Pagel
f 1
$69,513
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1, BASIC SERVICES, SUBCONSULTANT EXPENSES
File: CLAPP2-3.XLS EXHIBIT A•1 RFP No 13681 02.46 PM 06-Mar-as
Subconsultent Expenses
Total
Subtotal
•
Geotechnical, hollow stem auger drilling, SPT @ 2.1/2',
5' and 5' intervals thereafter
6 test holes @ 25' each
150
Lft
@
$12.50
per toot
$1,675
Advance hole d3 from Phase 1 to 45 feet
45
Lft
@
$12.50
per foot
$563
25 test holes @ 45 foot each
1125
Lit
@
$12.50
per foot
$14,063
10 test holes @ 45 feet each with split spoon samples
450
Lft
@
$22.50
per toot
$10,125
for TPH analysis, decontamination between samples
Laboratory testing including moisture content, percent
200
Each
@
$65.00
per each
$13,000
passing t200 sieve, Atterberg Limits, and soil
ctsesificetion
Installation and removal of temporary PVC casing In 6
ISO
Lft
@
$18.15
per foot
12.723
test holes, includes materiel cost
Grouting test holes upon completion
1770
Lft
@
$10.00
per toot
$17,700
Core drill through rock
350
Lft
@
$60.00
per foot
$21,000
Coring through concrete and repairing, 6 test holes
6
Each
@
1100.00
per each
$600
Triaxial shear test, ASTM D-2850, unconsolidated and
10
Each
@
$150.00
per each
$1,500
undrained
Engineering analysis and recommendation
24
Hours
@
$95.00
per hour
$2,040
Traffic control per TxDOT (1-27)
10
days
@
$528.00
per day
$5,280
Rental charges for trafflC signs (1-27)
10
days
@
$150.00
par day
$1,500
Clearing test holes with utilities
40
Hours
@
4SS.00
par hour
$2,200
Mobilization of HAS drill rig
10
days
@
#200.00
par day
$2,000
Drafting, word processing, report production
1
Project
@
$200.00
per project
$200
$96,368
City to provide access permission onto private row
••
Aerial Photography
1
Project
@
I 55,000.00
per project
$55,000
$55,000
Plays lake/ park areas not to be completely covered by mosaic serials,
one to two sheets allowance per park for potential continuity coverage
needs, planimentrics Coverage with one -foot contours (except in steep
or vertical slope areas), coverage to Include (as identifiable) manholes,
power poles, light poles, valve boxes, trees fire hydrants, fences, storm
drain inlets, sheets, roads, highways, railroads, driveways, sidewalks,
elley pavement if Identifiable, culverts, etc.
On not include In nlenimatric detail following items,
the
Apparent stockpiles of materials on private property in residential,
commercial or industrial areas,
Outbuildings in residential areas (such as a storgae building in a back
yard
Playground equipment or play areas in residential yards
Identifiable tire stops in parking areas, whether public or private
Identifiable parking lot stripes, such as in a department store parking
lot
Parallel street parking and street striping except for the 1-27 and
Loop 289 frontage roads and main lanes (If such striping is
identifiable►
Durripsters and roll-on containers
Residential, commercial or Industrial area shrubbery unless it is
adjacent to the meet curb
Vehicles of any sort
School -type polyground sets (swings, sandboxes, etc.) unless within
a City Park
Signs of any type (traffic, overhead freeway, billboard, etc.)
Pegs 1 of 3
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E►
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1, BASIC SERVICES, SUBCONSULTANT EXPENSES
File: CLAPP2-3.XLS cxNnar a-i aco Nn t oaa• M,da ou na .A.. ea
Subconeultant Expenses
Total
Subtotal
• •
Surveying (subconsuhant)
Panel Points for vertical and horizontal control
348
Hours
@
$85.00
per hour
3-men crew
$29,580
Plaid location of utilities
600
Hours
@
185.00
per hour
3-man new
151,000
Baseline survey along storm tower routes
14
Miles
@
$2.510.00
per mile
$35,140
Ties end raw limits at railroad crossings (7 crossings with 13 tracks)
7
Each
@
$2,325.00
Each
$16.275
Ties and row limits at Loop 289 crossings
3
Each
@
$2,500.00
Each
$7,500
Ties and row limits at Interstate 27 crossing
1
Each
@
$4,650.00
Each
$4,650
8athymetric survey of Trinity and Sundial Parks
2
Each
@
$8,000.00
Each
$16,000
Survey and top of curb elevations for adjacent curbs surrounding
10
Each
@
$8,800.00
Each
$88,000
Clapp, Casey, Kmart, Ribble, Leftwich, Miller, Andrews, Huneke,
Leroy Elmore and Buster Long Parks, two lake cross sections
at right angles to each other for tying existing TTU bothymetric
survey to ground features to the extent feasible
Boundary surveys of Farmers Coop Compress, Lowe%
5
Each
@
$3,425.00
Each
$17,125
City property at 82nd & Memphis, Lubbock National
Bank on 82nd St., and adjacent land
Stake Soil Boring locations
41
Each
@
$205.00
Each
$8,405
Stake base line and transacts for radar survey, 3,500% tie-in
1
Project
@
43,500.00
per project
$3,500
marked stakes from geophysical survey
Locate monitor wells and elevation of top of casing 115 new plus
26
Each
@
$500.00
Each
$13,000
11 existing wells)
Set control points for use during design and construction
1
Project
@
$17,210.00
per project
$17,210
Office Calculations
820
Hours
@
$45.00
per hour
$36,900
RPLS Time
520
Hours
@
$65.00
per hour
$33,800
GPS Equipment Time
120
Days
@
$200.00
per day
$24,000
Mileage
33920
Miles
@
$0.35
per mile
$11,072
City to obtain access permission onto private row
$413,957
••
Geophysical Subconeultant
1
Project
@
$20,000.00
per project
$20.000
$20,000
Location of bottom of retelling wells at 1-27, 6 test holes
Location of bottom of existing storm "war, 6 transacts,
ground penetrating and down -hole radar, low intensity
seismic back-up as necessary
City to obtain access permission onto private row
••
Mowing, ground penetrating radar tronsect lines
1
Project
@
$500.00
per project
$500
$500
Page 2 of 3
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E►
ESTIMATE OF SUBCONSULTANT EXPENSES, WORKSHEET 3
PHASE 2 DESIGN SERVICES AMENDMENT NO. 1, BASIC SERVICES, SUBCONSULTANT EXPENSES
Filn: CLAPP2-3.XLS EXHIBIT A-1 RFP No. 13681 02:46 PM 06-Mar-98
Subconsultant Expenses
Total
Subtotal
•
Monitoring well subconsuhant
Mobilization, drill rig h ancillary equipment S crew
B
Each
@
$150.00
per each
$900
Monitoring well drilling operations, 0.010-Inch screen,
15
Each
@
12,904.70
per each
$43.571
filter pack, grout, bentonite, surface finish
Mobilization of Smeal 5T bailing/pumping truck h crew
2
Each
QI
1 75.00
per each
$150
Balling/pumping set up and preparation
15
Each
1 400.00
per each
16,000
Bailing/pumping operation downhole, no water capture
15
Hours
1 75.00
per hour
$1,125
(contaminated water not anticipated), one hour per well
Utility clearances prior to drilling each well
7
Hours
@
1 100.00
per hour
$700
Site cleanup (drill cuttings hauled to Lubbock landfill, no
15
Wells
@
1 150.00
per each
$2,250
tipping fee anticipated for City work)
Traffic/pedesulan control
16
Walls
@
1 100.00
per each
$1,500
$56,196
City to obtain access permission onto private row
Subtotals for Worksheet 3
4642,020
Subtotal from Workshest 1
$1,244,052
$59,513
Subtotal from Worksheet 2
Total Estimated Professional Services Fee
11,945,585
Page 3 of 3
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF SUPPLEMENTAL EXPENSES, WORKSHEET 4
PHASE 2 DESIGN SERVICES SUPPLEMENTAL SERVICES, SUPPLEMENTAL REIMBURSABLES & SUPPLEMENTAL SUBCONSULTANTS
File: CLAPP2-4.XLS EXHIBIT A-1 RFP No. 13681 02:47 PM 06-Mar-98
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
Drafter
Clerical
Total
Total
Cumulative
Firm
Combined Labor, Reimbursables and Subconsultants
or
I
Mgr.
Engr.
Engr.
Land
or
or CADD
Hours
Extension
Subtotal
Officer
Surv.
Designer
Operator
(S►
lS►
PSC
$117.00
$99.00
$99.00
$81.00
$0.00
$68.00
$58.00
$52.00
$39.00
HR
$105.00
$0.00
$89.00
$79.00
$89.00
$58.00
$55.00
$49.00
$37.00
PSC
Limited local coordination, limited misc correspondence,
8
80
32
32
48
12
212
$15,852
$15,852
HR
miscellaneous telecons, up to two airline trips to Fort Worth
8
80
32
32
48
12
212
$14,372
$30,224
to meet with Corps of Engineers, one trip to Dallas to meet
with EPA (if necessary) related to regulatory issues
(Note: Does not include permit applications or data
acquisition to support a permit application. Work under
this budget to be performed on an as -needed basis to the
extent of the budget limits. Work directed by the City that
exceeds this budget and is related to regulatory issues will be
performed under Additional Services).
PSC
Coordinate with City on archaeological survey
1
3
2
2
8
$596
$30,820
HR
3
2
2
7
$439
$31,259
PSC
Coordinate with archaeologists for THC mandated survey
2
6
6
4
3
21
$1,561
$32,820
HR
(presurvey coordination)
4
2
6
$430
$33,250
PSC
Coordinate review of archaeology survey with City
2
4
4
3
13
$1,019
$34,269
HR
(post -survey review and coordination)
4
4
3
11
$699
$34,968
PSC
13
93
0
0
0
0
42
32
54
20
254
$19,028
$19,028
HR
Totals (Personnel)
8
0
91
0
0
0
38
32
60
t9
236
$15,940
$34,968
Begin reimbursable expenses
PSC
Airline travel
3 tickets @ $150.00 each
$450
$35,418
HR
3 tickets @ $150.00 each
$450
$35,868
PSC
Mileage
80 miles @ $0.33 per mile
$26
$35,894
HR
80 miles @ $0.33 per mile
$26
$35,920
PSC
Toll telephone
1 project @ $80.00 per project
$80
$36,000
HR
1 project @ $50.00 per project
$50
$36,050
PSC
Fax
150 pages @ $1.00 per page
$150
$36,200
HR
90 pages @ $1.00 per page
$90
$36,290
254
236
$19,028
$15,940
Page 1 of 2
CITY OF LUBBOCK, TEXAS
ENGINEERING SERVICES FOR STORM DRAINAGE DESIGN
CLAPP PARK TO NORTH FORK OF THE DOUBLE MOUNTAIN FORK OF THE BRAZOS RIVER (THE CANYON) AND OVERFLOW PLAYAS UPSTREAM OF CLAPP PARK (ALTERNATIVE 2E)
ESTIMATE OF SUPPLEMENTAL EXPENSES, WORKSHEET 4
PHASE 2 DESIGN SERVICES SUPPLEMENTAL SERVICES, SUPPLEMENTAL REIMBURSABLES & SUPPLEMENTAL SUBCONSULTANTS
File: CLAPP2-4.XLS EXHIBIT A-1 RFP No. 13681 02:47 PM 06-Mar-98
Prin.
Proj.
Sr.
Prof.
Prof.
EIT
Technician
Drafter
Clerical
Total
Total
Cumulative
Firm
Combined Labor, Reimbursable* and Subconsultents
or
Mgr.
Engr.
Engr.
Land
or
or CADD
Hours
Extension
Subtotal
Officer
Surv.
Designer
Operator
(S)
($)
PSC
Postage, shipping and delivery
15 mailings @ $15.00 per mailing
$225
$30,515
HR
10 mailings @ 515.00 per mailing
$150
$36,665
PSC
CADD charges
54 hours @ $8.00 per hour
$432
$37,097
HR
50 hours @ $8.00 per hor
5400
$37,497
PSC
Reproductions
500 sheets @ $0.10 per page
$50
$37,547
HR
200 sheets @ $0.10 per page
$20
$37,567
PSC
Blueline prints
15 sheets @ $2.55 per sheet
$38
$37,605
HR
15 sheets @ $2.55 per sheet
$38
$37,644
PSC
Car rental
4 days @ $65.00 per day
$260
$37,904
HR
$0
$37,904
PSC
Subtotal reimbursable expenses
$1,711
HR
$1,224
15% of reimbursable expenses to account for 1.15 multiplier
$440
$38,344
Total reimbursable expenses
$3,376
Begin subconsultents
Archaeological / Cultural Resources Survey (subconeuttent)
1 Project $24.000.00 per project
$24,000
$62,344
Coordinate survey scope with THC, perform survey
along and adjacent to route, prepare report of findings
and submit to THC for archeologicel cieerence
City to provide backhoe for pit excavations
City to obtain access permission onto private row
Total for Workaheet 4
$62,344
$2,936
$1,711
$1,224
$38,344
$62,344
Page 2 of 2
ATTACHMENT C
CLAPP PARK PHASE 2
PROFESSIONAL SERVICES SCHEDULE
ID
Task Name
Ot 2, 1998
Ot 3, 1999
Ok 4, 19M Qir 1, 19"
Otr 2, 1999
Qtr 3, 190
Otr 4, 1988
CIV 1, 2=
Apr May Jun
ad Aup Sep
Oct I Nor ec DJan Feb Mar
Apr May Jun
Jul Aup Sep
OctNov Dec
Jan Feb Mar
1
REVIEW SELECTED PROJECT WICITY STAFFMEW
1,
COORDINATE ACQUISITION OF DESIGN DATA
' 25
REFINE MODEL OF SELECTED ALTERNATIVE
39
DETAILED DESIGN ITEMS
56
PREPARATION OF PLAN/PROFILE DRAWINGS
70
PREPARATION OF MISC DETAIL SHEETS
80
PREPARATION OF SPECIFICATIONS
87
RIGHT OF WAY
93
COORDINATION WITH UTILITIES
98
BID PHASE SERVICES
103
DELIVERY TO CITY
lw