HomeMy WebLinkAboutRESPONSE - RFP - P1153 INDEPENDENT COST ESTIMATINGTRANSMITTAL LETTER
October 28, 2008
City of Ft Collins Utilities
215 North Mason Street
2nd Floor
Ft. Collins, CO 80524
Subject: Request for Proposal No. P1153, Independent Cost Estimating
Dear Sir or Madam,
We want to thank the City of Ft. Collins Utilities for the opportunity to
present our qualifications. Please find enclosed (8) copies of our
proposal.
Capstone works very closely as a team player with its client's
administration, management and staff. Based on our client
relationships we are confident that we can provide the City with
accurate and timely estimating services.
We look forward to the response from the City of Ft. Collins Utilities
and we thank them for their time and consideration.
Sincerely,
Helen Roe
Executive Vice President
11001 West 1200 Avenue, Suite 120 Broomfield, Colorado Hui CPI: I[umi.9191 or OK100.0)44 iOk 1cu.um.7L7L "to.
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
cnPsIE
(ommived to Project Smos
_
- -.__
Proposed Organizational for Independent Cost
Estimation Services
I
City of Fort Collins Utilities
i
Management Team
Capstone
I
PmtiPol.m.�nmao��lln
Executive Vice President
"'1.,.,�<.
Helen Roc
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Prgm rnnn�tmtnvannn• conva
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Senior Project Manager
Outside Contractor --
-'--
�a n
Frank Humbert
I Estimators
I
„o
i
Capstone
Capstone
Capstone
j Senior Estimator
Project Manager
Senior Estimator
Phil Sikorski
Specialties Estimator
Don Polla
Jim Rolhr
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Demonstrated Experience
City of Fort Collins Utilities Department (Current)
Project Range - $400,000 to nearly $6 Million
Capstone is providing independent cost estimating services for ongoing utility
projects at the City of Fort Collins Utilities Department. Capstone has completed
estimates for a number of different projects including, construction of a new pump
station, addition of a storage and feed system, development of West Prospect new
retaining ponds, odor control improvements to the Drake Water Reclamation
Facility, and water, sewer, and storm drain pipeline projects
Los Angeles Unified School District (LAUSD), Los Angeles, California
(Current)
Project Range - $250,000 to nearly $4 million
The LAUSD contains approximately 900 schools spread out over an area of 708
square miles. LAUSD is managed through 8 administrative units called Local
Districts (Local District 1 through 8). Capstone is currently providing 12 consultants
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
cnPSIE
(ommiwd to Pioya swess
to perform project management, construction management, project control and
cost estimating services as a sub consultant through HNTB/Yang Construction
Management (CM) Group to LAUSD, Local District 1 and LAUSD Central. Capstone's
personnel lead the District 1 and Central staff in the key leadership positions
overseeing construction management and controls and as direct LAUSD team
members on the management of existing facilities projects. Capstone has been
providing these services to LAUSD since July, 2002. Current and recent projects
include: Safety and technology installation and retrofit projects, paving, piping,
HVAC, fencing, etc.
In addition, this same team (HNTB/Yang/Capstone) was recently awarded
additional facilities management work in District 1 as well as the New Construction
Project Management contract for Central.
Capstone was also awarded an on -call Cost Estimating contract in June of 2006 for
the New Facilities Division of LAUSD.
Denver International Airport (DIA) -Various Projects (Completed)
Capstone Planning and Control provided DIA, various independent cost estimating
services on a continued on -call basis. Capstone has also provided other
professional services for DIA, including project management, scheduling and
negotiating.
A project example at DIA: Roadway Expansion Project, Approximate Construction
Cost: $33 Million, Client: Leo A Daly Architects
Working with Denver International Airport and various Car Rental Agencies, the
architect and their design team prepared preliminary plans to add 75,600 SF of new
elevated roadway and 66,600 SF of steel framed glass canopy to levels five and six
on both the East and West Terminals. This work included demolition of existing
lighting, barriers and pedestrian ramps; construction of new elevated roadways
using pre -cast concrete columns, beams and double T's; new topping slabs and
pedestrian ramps; and new canopies with curved and tapered steel framing with a
glass cover. Capstone provided conceptual statements of probable cost for the
design team.
U.S. Department of State, Overseas Building Operations (OBO)
(Completed)
Capstone provided cost estimating services directly to the Department of State for
U.S Embassies and Consulates worldwide. This staff augmentation contract
included two Capstone personnel on staff with the Department of State to provide
costing support for new facility construction, annexes and upgrades. Capstone
provided independent estimating for a number of Embassy and Consulate projects,
9
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
k
(nPSIE
(ommitted to Project Success
including those located in Beirut, Mexico (Tijuana and Ciudad Juarez), Jerusalem,
Quatar, New Delhi, Afghanistan and Baghdad.
References
1) Boyle Engineering
Point of Contact: Donna Hoke, P.E. / dhokedb_oyleei iineerin�,com
(303) 987-3443 ext. 538
Address: 215 Union Blvd. Suite 500
Lakewood, CO 80228
Services provided: Cost estimating services
Work performed: Provided five cost estimates for the $50MM remodel of the
Atoka Rehabilitation Project, which involved preparation of conceptual estimates as
well as the, 50%, 90% and 100% design stages. The rehabilitation project
consisted of constructing new pumping stations and pipeline to supplement the
existing pipeline which supplies water to the city of Oklahoma City.
Fee Structure of contract: Lump Sum
Original Contract amount: $42,000
Ending Contract amount: $47,625
2) Los Angles Unified School District (LAUSD)
Point of Contact: Roger Henry / Roger.Henry@LAUSD.net
(818)482-4200
Address: 8550 Balboa Boulevard Suite 150
Northridge, CA 91325
Services provided: Cost estimating services
Work performed: Provide project cost estimates for all of the formal project and
Job Order projects. These include conceptual cost estimates, review of change
order proposals, and review of job order contract proposals. Capstone also is in
charge of procurement on new Job Order projects and Modifications to these
projects. Region 1 within LAUSD has completed several underground utility
projects dealing with re -piping gas and water lines. Above ground utilities are
involved in almost all of the estimated projects, including high voltage electrical
work.
Fee Structure of contract: Time and Material
Original Contract amount: Staff Augmentation, 3 full time estimating FTE's from
2002 to 2007, one full time estimating FTE from 2007 to present. The beginning
contract amount was $7.6 MIL (includes other Capstone disciplines) with option
years.
Ending Contract amount: Ongoing
10
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
A
cnpsI1
(omm i I I H to Piojen Smess
3) Denver International Airport
Point of Contact: Larry (L.T.) McCoy / tarry, mccov dia.net
(303)342-4437
Address: Maintenance and Engineering Division
Airport Office Building, 71" Floor
8500 Pena Boulevard
Denver, CO 80249-6340
Services provided: Cost estimating services
Work performed: Capstone contracted with DIA to provide various on -call
estimating services as needed. Capstone also provided other professional services
for DIA including project management, scheduling and contract negotiation. A
recent project example is as follows: Roadway Expansion Project (Approx.
Construction Cost: $33 Million) Client: Leo A Daly Architects - Capstone worked
with Denver International Airport and various Car Rental Agencies, the architect
and their design team to prepare preliminary plans to add 75,600 SF of new
elevated roadway and 66,600 SF of steel framed glass canopy to levels five and six
on both the East and West Terminals. This work included demolition of existing
lighting, barriers and pedestrian ramps; construction of new elevated roadways
using pre -cast concrete columns, beams and double T's; new topping slabs and
pedestrian ramps; and new canopies with curved and tapered steel framing with a
glass cover. Capstone provided conceptual statements of probable cost for the
design team.
Fee Structure of contract: Time and Material with not -to -exceed task orders
Original Contract amount: First task was for $120K
Ending Contract amount: 40 total tasks, ending amount $140K
4) U.S. Department of State
Point of Contact: Christopher Mawdsley / mawdsleycj@state,aov
(703)516-1826
Address: Overseas Building Operations
Department of State
Washington, DC 20522-0611
Services provided: Cost estimating services
Work performed: Capstone provided costing support for new U.S. Embassy and
Consulate construction, annexes, and upgrades. This included generating
conceptual, budgetary and/or cost estimates and life cycle analysis. In addition,
Capstone provided independent estimating for U.S. Embassy projects, which
included embassies in Beirut, Mexico (Tijuana and Ciudad Juarez), Jerusalem, New
Delhi, Afghanistan and Baghdad.
Fee Structure of contract: Time and Material with not -to -exceed task orders
Original Contract amount: First task $100,520
Ending Contract amount: Last task $749,563
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Bid Schedule -
CAPSIONE
taami0rd to vlalw smm
Item
Description
Unit
Estimated
Quantity
Unit
Price
Item
Total
Item
Sub -Total
1
Mobilization and Demobilization Maximum 5% of Bid Total
LS
1
9,118
9,120
9,120
2
Erosion and Sediment Control
LS
1
3,611
3.610
3,616
3
Traffic Control (by the City)
LS
0
0
0
0
4
Remove and Re lace
and
Structures and Obstructions
a
Remove 6" and Install D.E. Overland Trail & Skimmerhorn
LS
1
1,985
1,990
b
lRelocate Storm Sewer Box, Install New 8' Segment 36" RCP, Ste 6+95
LS
1
8,353
8,350
10,340
5
Cleanup and Restoration
LS
1
4,125
4.120
4,120
6
Construction Surveying
LS
1 1
5,8241
5,820
5,820
7
Pi It
a
20-inch DR 25, Class 165 AW WA C 905, Remove and Replace in Same
Trench, Ste 0+00 to 1+29
LF
129
136.25
17,580
b
20-inch DR 25, Class 165 AW WA C 905
LF
2,568
77.07
197,915
c
20-inch DR 25, Class 165 AW WA C 905, Restrained Joint
LF
179
114.07
20,420
235,910
9
Concrete Thrust Blocks for 20" Water Line
EA
6
851
5.110
5,110
10
Imported PI a Bedding
CY
0
0
11
Imported Trench Backfill
TON
200
15.00
3.000
3,000
12
Asphalt Replacement
a
As halt Pavement e lacement, CrossingRoadway-
SF
5,500
6.54
35,950
b
Replacement,
As halt Pavement Parallel to Roadway
SF
4,500
6.52
29,360
65,310
13
Patterned Concrete
Pavement Replacement
SF
775
9.85
7,630
7,635
14
Valves and Fittings
a
Valves
1
20" Butterfly Valve, MJ, CL 250 w/Vault, Sla 0+00
EA
1
9,743
9.740
2
20" Butterfly Valve, MJ, CL 250 w[Vault, Ste 28+73
EA
1
10,250
10,255
b
Bends
1
20" x 90 Elbow, MJ, DI
EA
2
2.520
5.040
2
20" x 22.5 Elbow, MJ, DI
EA
2
2,293
4,590
3
20" x 11.25 Elbow, MJ, DI
EA
1
2.327
2.330
c
Reducers
1
20" x 12" Reducer MIN x PE, DI
EA
1
1,796
1,800
d
Tees
1
0"x20"x20" MJ, DI
EA
1
3,724
3.720
522
20"x20x20" FL, DI
EA
1
5,57312,870
43,040
15
UtilityCrossings
a
18" Water District Waterline - (crossingbelow
EA
1
811
b
60"Cil Waterline- (crossingabove
EA
1
379
c
60"Cit Waterline -crossin above - Flow Fill Re.
EA
1
1,185
d
Buried Vent Pie for 60" W.L. - (crossingbelow
EA
2
404
e
48"Storm Sewer- (crossingbelow
EA
1
2,875f
Power- crossin below
EA
2
379Power-
Conduit Onl - crossin below
EA
1
379
h
Phone - (crossingbelow
EA
1
379
380
e
Gas -(crossing below
EA
2
379
760
CTV -(crossing below
EA
1
379
380
8,710
16
Blow Off AssemblyEA
2
10,091
20,180
20,180
17
Combination Air Release Valve Assembl
EA
3
8,843
26,530
26,530
18
Connect to ExistingMains
a Tie to 20" Waterline at ExistingTee, Sta 0+00
LS
1
2,262
2,260
b Tie to 12" Waterline South of New 20' Tee, Sta 1+29
LS
1
1,685
1,690
c Tie to 20" Waterline, Ste 28+76
LS
1
3.529
3,530
7,480
Total 455,900 455,900
1 of 18
Client: Existing Client
Project: Waterline Project ���
Date: July 23, 2007
(ammitted to Project Success
Independent Cost Estimate
- Estimate Summary -
Cost Breakdown
Labor
51,400
Material
185,852
Unit Cost
Mobilization
Water Control/Dewatering
Shoring/Trench Support
Utility Support
9,120
5,500
20,100
2,500
Subcontract
Survey
Paving
5,200
64,552
Equipment
40,100
Other
0
Subtotal 384,324
Small Tool Allowance
2,600
Labor Burden
16,500
Sales Tax
0
Subtotal 403,424
Overhead & Profit
52,445
Total 455,900
2of18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
i
CAPSTONE
!oanntu .�'T,w Saws
Description
QuantiTy
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
1
Mobilization & Demobilization
1
Is
Mobilization
1
Is
0.00
37074.00
3T0J4.00
0.00
0,00
37074.00
9,118
Project Supervisor
wk
2600000
0.00
0.00
0.00
0.00
0.00
2600.00
0
Pro ect Manager
wk
2800.00
0.00
0.00
0.00
0.00
0.00
2800.00
0
0.00
0.00
0,00
0.00
0.00
-0.00
0
Subtotal
9 t18
2
Erosion and Sediment Control
1
Is
Earthwork
Maintenance
0
Is
1000,00
0.00
000
0.00
0.00
0.00
0.00
1000.00
0
Straw Wattle
120
If
0.49
58.80
1.07
128A0
0.00
0.00
0.00
0.00
1.56
187
Silt Fence
2926
If
0,55
1609,301
0.62
1814,12
0.001
000
0,001
0.00
1.17
3,423
3,611
3611
3
Traffic Control (by the Ci
1
Is
4
Remove and Replace Structures and Obstructions
I 1
Its
401
Remove 6"Waterline and Install D.E. Overland Trail
&Skimmerhorn
Demolition
Saw Cut Pavement
if
2019
0.00
0.64
0.00
0.00
0.00
1.10
0.00
000
303
0
Demo DI Pipe 6"
29
If
11.20
324.80
0.00
0.00
0.00
0,00
4,68
135.72
0.00
ISM
461
Demo Bituminous Pave>3"
a
4.95
0.00
0,00
0.00
000
0.60
2.80
0.06
0.00
7.75
0
Load and Haul Bituminous to Recycle
7.19
0.00
0.00
0.00
000
0.00
1229
0.00
0.00
17.75
0
Load and Haul Debris to OH -Site Disposal, 8 mile Roun
1
c
5.80
5.60
0.00
000
0.00
0,00
8.50
8.50
0.00
14,30
14
Dewaterin
475
Dewaterin Allowance
Is
0.00
0.00
000
450,00
0.00
0.00
0.00
450.00
0
0
Earthwork
Trench Excavation to Stockpile. 8' Depth Ave, Clay44
1.66
73.04
U00
0.00
0.00
0.00
1.70
74.80
0.00
336
148
Trench Backfll, Native
44
3.30
145.20
0.00
0.00
0.00
I.W
5148
0.00
4A7
197
Trench Compaction of Native
44
c
3.30
145.20
0,00
0.00
0.00
0.00
0.72
31S8
000
4.02
177
[Temporary
Pavement
s
0.56
0.00
7.18
000
000
000
0.38
0.00
0.00
8.14
0
Trench Sharing
521
Trench ShoringRi
Is
0.00
0.00
0.00
379.00
000
0.00
0.00
379.00
0
0
Pipe & FiHin s
DI MJ Caps 6"
ea
62.381214M
44.75
44.75
0.00
0,00
0.00
0.00
107.13107
Restraint Cou fin PVC/DI-6"
ea
89.5531.64
31.64
0.00f129A7
0.00
0.00
121.19
121
UfiII Su rt228
Hand Di Utilities
c
J.94
0.00
0.00
0.000.00
0.00
7.94
40
Hand Backfll-Utilities
c
8.25
0.00
000
0,00
1695
0.00
11.64
58
Utifi Suppod & Encasement, 12" antl Smaller
ea
0.00
0.00
284,260.00
0.00
284.26
284503
Thrust BlockThrust
Block
ee
214.80
151.42
151.42
12.15
0.00
378.37
378
378
1,985
1985.07
402
Relocate Storm Sewer Box, Install New 8' Se ment 3
1
Is
Earthwork
1
Is
Demo Catch Basin
1
ea
71.84
71.84
0.00
0.00
0.00
129.47
0.00
201.31
201
3 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
J,
CAPSTONE
Is N,, Sucna
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
Trench Excavation to Stockpile, 8' Depth Ave, Clay
40
c
1.27
50.80
0.00
0,00
0.00
0.00
1,32
52.80
0.00
2.59
104
Trench BackFll, 12" Above & Up, N ative Materal Stockpi
27
c
3.30
890i0
0.00
0.00
0.00
0.00
1.18
31.86
0.0D
4.48
121
Trench BacMill, Initial Fill
12
dy
3.30
39.60
16.82
189.84
0.00
0.00
1A8
14.16
0,00
20.30
244
Trench Compaction of Native Material
27
CY
3.13
84.51
0.00
0.00
0.00
0,00
0.72
19.44
0.00
3.85
104
Trench Compaction of Initial Fill
12
cy
3.13
37.56
0.00
0.00
0.00
0.00
0.72
8.64
0.00
3.85
46
Load and Haul Debris to Off -Site Disposal
20
ey
5.80
116.00
0.00
0.00
o.n0
0,00
8,50
170.00
0.00
14.30
286
Trench Sharing
1
Is
1,106
Trench Shoring
0
Is
0.00
0.00
0.00
126.00
0.00
0.00
0.00
126.00
0
0
Pipe & Fittin s
t
Is
0.00
Gaon
000
Warnin Ta a Detectable
20
If
0.631
12.521
0.13
2.62
0.00
0.00
0.00
0.00
0.]6
15
PVC Pipe, 6"
70
If
3.05
30.50
3.15
31.50
0.00
0.00
0.00
0,00
6.20
62
RCP Class II Pipe, 36"
8
If
38.37
306.96
103.11
824.88
0.0o
000
11.58
92.64
0.00
153,06
1,224
Seal, Pipe at Manhole, 36"
0
ea
64.81
n.00
471.69
0.00
0,00
0.00
0.00
0.00
536.50
0
Tie In to Existing 42" Storm Sewer
1
on
236.81
238.81
282.50
262.50
0.00
0.00
56.50
56.50
0.00
577.81
578
Utili Sup ort
1
ea
0.00
1,879
Hand Dig Utilities
5
ev
794
39.70
0.00
0.00
0.00
0.00
0.00
000
7.94
40
Hand Backfill- Utilities
5
q
8.25
41.25
0.00
0.00
0.00
0.00
3.39
16.95
000
11.64
58
Utility Support & Encasement, 12" and Smaller
1
ea
0.00
0.00
0,00
284.26
284,26
0.00
0.00
284.26
284
Storm Inlet
1
ea
-0 OD
0.00
0.00
382
Frame&Grate - Sin le
1
as
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0
Catch Basin 6' Base
1
ea
650.28
650.28
3995.57
9995.57
0.00
0.00
340.00
340.00
0.00
4985.85
4,986
Catch Basin 6' Riser
6
of
0.00
0.00
0.00
0.00
0,00
om
0.00
0.00
0
Catch Basin 6' Flat Cover
1
ea
0.00
0.00
000
0.00
0.00
0.00
0.00
0.00
0
4,986
8,353
8353.06
5
Cleanu and Restoration
1
Is
Cleanu and Restoration
Maintenance
0
Is
2462.26
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2462.26
0
Remove Straw Wattle
120
If
0.23
27.60
0.00
0.00
0,00
0.00
0.00
000
0.23
28
Remove Silt Fence
2926
If
0.23
672,98
0.00
0.00
0.00
0A0
0.00
0.00
0.23
673
Spread Topsoil
0
c
2.10
0.00
0.00
0.00
000
0.00
1.44
0.00
000
354
0
H tlroseed
1.3
acre
896.66
1165.66
904.00
1175.20
0.00
0.00
833.38
1083.39
0.00
2634.04
3,424
4,125
4124,8255
6
Construction Surveying
General
Construction Surveying
1
Is
0.00
0.00
000
5200.00
5200.00
0.00
0,00
5200.00
5,200
Overhead. Subcontractor Markup
312
Profit, Subcontractor Markup
S12
5,824
7
Pipeline
701
20-inch DR 25, Class 165 AWWA C 905, Remove and Replace
Demolition
129
If
Saw Cut Pavement
0
If
o.OD
0.00
0.00
0.00
1
0.00
0,00
0
Demo Pipe Reducer. 20" x 16,,
t
ea
97.93
97.931
0.00
0,00
45.47
45A7
0.00
143,40
143
Demo DI Pipe 16"
129
If
15.07
1944.03
O.oO
0.00
6.82
879.91
0.00
21.89
2.824
Demo Bituminous Pave >3"
0
s
000
000
i0.00
0.00
0.00
0.00
0
Load and Haul Bituminous to Recycle
0
c
0.00
0.00
0.00
0.00
0.001
0.00
0
Load and Haul Debris to Off -Site Disposal, 10 mile Rou
28
c
5.59
156.52
0.00I
I
0 00
8.55
239.40
0.001
14.14
396
4 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
L
CAPSTONE
(or rsad m Pmjat Sous
Description
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
Dewaterin
Dewaterin Allowance
t129
N
0.00
0.00
0.00
5.68
733,24
0.00
0.00
568
733
Earthwork
Trench Excavation to Stock ile, 8'De th Ave, Sand
0.00
0,00
0.00
0.00
0.00
000
0
Trench Backfill, Beddin
0.00
18,30
183.02
0,00
0,00
0.00
18.30
183
Trench Backfill. Imort
CY
0.00
18.30
970,01
0,00
0.00
000
18.30
970
Trench Backfill, Import Structural Fill
CY
0.01)
0.00
0,00
0.00
0.00
0,00
0
Trench Backfill. 12" Above & Up. Native Material Stockpile
cy
0.00
0.00
0.00
0.00
0,00
0.00
0
Trench Compaction of Bedding
10
CY
0,001
0.00
1 0.00
0.00
0.00
000
0
Trench Compaction of Import
53
CY
opol
0.00
0.00
0.00
0.00
0.00
0
Trench Compaction of Import Structural Fill
CY
0.00
0.00
0.00
0.00
0.00
0,00
0
Trench Compaction of Native Material
cy
0.00
0.00
0.00
0.00
0.00
0.00
0
Trench Excav, Lay Pipe, & Backfill
129
If
10.73
138417
0.00
0.00
T68
990.72
0.00
1841
2,375
Load and Haul Excess to Off -Site Disposal
76
c
5,59
436.02
0.00
0.00
8.55
666.90
0.01)
14.14
1,103
Trench Shorin
Trench Shoring
140
If
0.00
0.00
0,00
1171
1639A0
000
0.00
11.71
1,639
Pavement
Temporary Asphalt Patch
sy
0.00
0,00
0.00
0,00
ODD
0.00
0
Pipe & Fittfn s
Warning Tape Detectable
140
If
0.00
0.36
50.961
0.00
1 0.00l
0.00
0.36
51
PVC C-900 Pipe 20"
140
If
0.00
31.94
4472,02
1 0.00
0.00
0.00
31.94
4,472
Restraint Coupling PVC. 20"
5
ea
1 0,001
518.37
2591.85
1 0.00
0,00
0.00
618.37
2,592
Utility Support
Hand Dig Utilities
5
cy
7.64
38.20
0.00
000
0.00
0.00
7.64
38
Hand Backfill- Utilities
1 5
c
7.94
39.71
0.00
0.00
3.41
1T05
0.00
11,35
57
Utilitysupport & Encasement, 12" and Smaller
0
ea
0.00
0.00
000
0.00
0.00
0.00
0
17,577
136,252101
702
20-inch DR 25, Class 165 AWWA C 905
6.81260504
Demolition
571
If
Saw Cut Pavement
0
If
0,00
0.00
0.00
0.00
0.00
0.03
0
Demo Pipe Reducer, 20" x 16"
0
ea
0,00
0.00
0.00
1 0.00
0.00
000,
0
Demo DI Pipe 16"
0
If
0.00
0.00
0.00
0.00
0,00
0.00
0
Demo Bituminous Pave, 3"
0
lay
1 0,001
0,001
0A0
0.00
0.00
0.00
0
Load and Haul Bituminous to Recycle
0
cy
0,00
0.00
0,00
0.00
000
0.00
0
Load and Had Debris to Off -Site Disposal, 10 mile Four
0
CY
0,00
0.00
000
0.00
0.00
0
Dewaterin
De.atering Allowance
671
If
0.00
0.00
5.68
3245,56
0.00
0.00
5.68
3,246
Earthwork
Strip Topsoil to Stockpile
0
ry
0.00
0.00
0.00
0,00
0.00
0.00
0
Trench Excavation to Stockpile. 8' Depth Ave, Clay
0
CY
0.00
000
0.00
0,00
0.00
0.00
0
Trench Backfill, Bedding
39
CY
0.00
18.30
713.78
0.00
0.00
0.00
18.30
714
Trench Backfill, Import
225
cy
0.00
18.30
411T95
0.00
0,00
0.03
18.30
4,118
Trench Backfill, import Structural Fill
0
CY
000
0.00
0.00
0.00
0
Trench Backfill, 12" Above & Up, Native Material Stock
0
c
0.00
0.00
0.00
0.00
1
0.00
0,00
0
Trench Compaction of Bedding0
c
0.00
0.00
0.00
0.00
0.00
0.00
0
Trench Compaction of Import
0
c
0.00
0.06
0.00
0,00
0.00
0.00
0
Trench Compaction ro Ito ort SVuctcml Pill
0
0.00
0.00
0.00
0.00
0.00
0.00
0
Trench Compaction of Native Material
0
0.00
0.00
0.00
0,00
0.00
0.00
0
5 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
nl
tn '
(on¢Iuxl:o Pmlm Sems
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
Trench Excav, Lay Pipe, & Backfill
571
If
10.73
6126.83
0.00
0.00
7.68
4385.28
0.00
18.41
10.512
Load and Haul Excess to Off -Site Disposal
326
5.59
1822.34
0.00
0.00
8.55
2787.30
0.00
14A4
4,610
Trench Shorin
Trench Shoring
571
If
000
000
1171
6686.41
0.00
0.00
11,71
6,686
Pavement
Tempora Asphalt Patch
0
sy
0.00
0.00
0.00
0.00
0
Pi e & Firin s
Warning Tape Detectable
571
If
0.00
0.36
207,84
0.00
0.00
0.00
0.36
208
Splice Kit
4
as
I OV001
4.00
16.00
0.00
0.00
0.00
4,00
16
PVC C-900 Pipe 20"
571
If
1 0.001
3194
18239.45
0.00
0.00
0.00
31 S41
18,239
Restraint Couplin PVC, 20"
5
ea
0.00
518.37
5591.85
0.00
0,00
0.00
518.37
2,592
Utili Su ort
Hand Di2 Utilities
0
CY
0.001
0.00
0.00
0.00
0.00
0.00
0
Hand Backfill- Utilities
0
c
000
0.00
0.00
0.00
0.00
0.00
0
Ufili Support &Encasement, 12" and Smaller
0
as
0.00
0.00
0.00
0.00
0.00
0.00
0
50,941
89.212958
703
20-inch DR 25, Class 165 AWWA C 905, Restrained Joint
Demolition
Soo
If
Saw Cut Pavement
0
If
0,00
0,00
0,00
1 0.001
0.00
0.00
0
Demo Pipe Reducer, 20" x 16"
0
ea
0.00
0.00
0.00
1 0,001
0,00
0.00
0
Demo DI Pie 16"
0
If
0.00
0,00
0,00
0.00
0,00
0,00
0
Deno Bituminous Pave > 3"
0
sy
0.00
0.00
0.00
0.00
0.00
0.00
0
Had and Haul Bituminous to Recycle
0
c
0.00
0.00
0,00
0,00
0.00
0.00
0
Load and Haul Debris to Off -Site Disposal, 10 mile Roo
0
cy
0.00
0.00
0.00
0.00
0.00
0.00
0
Dewaterin
0
Dewatering Allowance
400
If
0.00
0.00
5.68
227360
0.00
0.00
5,681
2,274
2,274
Earthwork
Strip Topsoil to Stockpile
0
CY
0.00
0,00
0.00
0.00
0.00
0.00
0
Trench Excavation to Stockpile, S Depth Ave, Clay
0
of
0.00
0.00
0.00
0.00
0 00
0.00
0
Trench Backfill, Betltlin
54
Gil
0,00
18.30
988.31
0.00
0.00
0.00
18.30
988
Trench Backfill, Import
316
0.00
18.30
578343
0.00
0.00
0.00
18.30
5.783
Trench Backfill, Import Structural Fill
0
cy
0.00
0.00
0.00
0.00
0.00
0.00
0
Trench Backfill, 12" Above & Up, Native Material Stockp
0
cy
0.00
0.00
0.00
1
0.001
0.00
0.00
0
Trench Compaction of Bedding
0
000
0.0D
0.00
0.00
0,00
0.00
0
Trench Compaction of Import
0
CY
0.00
0.00
0.00
0,00
0.00
0
Trench Compaction of Import Structural Fill
0
ny
0,00
000
0.00
0.00
0.00
0
Trench Com action of Native Material
0
cy
Ho
0,00
0.00
0.00
0.00
0
Trench Excav, Lay Pipe. & Backfill
800
if
10.73
8584.00
0.00
0,00
7.68
6144,00
000
18A1
14,728
Loatl and Haul Excess to Off -Site Dis osal
457
CY
559
2554.63
0,00
0.00
8.55
3907.35
0.00
14al,iF
6,462
Trench Shoring
27,962
Trench Shorin
600
If
0.00
0.00
853
6824.00
0.00
0.00
8.53
6,824
6
Pavement
,824
34,786786
Temporary halt Patch
0
sy
0.00
000
0.00
0,00
0.00
0.00
01
0
Pi e & Fittin
in s
Warning Tape Detectable
800
If
0.00
0.351
291.20
0.00
0.00
0,00
E36
291
Pipe Disinfection
1
Is
000
240.93
240.93
0.00
0.00
0,00
240.93
241
Northtow Polywrap 1
440 lea
0.00
1,151
506v001
0.00
0.00
0.00
t15
506
Splice Kit
4 -Fee
000
4.001
16,00
0.00
0.00
D.OD
4.00
16
6 of 18
A
CAPSIONE
(ommitted to Project Success
Client Oriented. ,solutions Driven.
Proposal for Independent Cost Estimating Services,
RFP No.: P1153
Prepared for: The City of Fort Collins Utilities
215 North Mason Street, 2"d Floor
Fort Collins, Colorado 80522
Submitted by: Capstone, Inc.
Ms. Helen Roe, hroe@capstone.com
11001 West 120t" Avenue, Suite 220
Broomfield, Colorado 80021
Tel: 720.887.9191 / 800.788.8544
Fax: 720.887.9292
www.ca sp tone.com
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
j [
�APST((yyVNL
:oranned r, ru,, Sums
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
PVC C-900 Pie 20"
800
If
0.00
31,94
25554.40
0.00
0.00
0.00
31.94
25,554
RestraintCouplingPVC, 20"
0
ea
0.00
0.00
0.00
0.00
0.00
0.00
0
Support
26,609
Han
Hand Di
0
0.00
0.00
0.00
0.00
0.00
0.00
0
tfiff-i Ut
Hand BackFll- Utilities
0
CY
0,00
0.00
0.00
0.00
0.00
0.00
0
Utility Support & Encasement, 12"antl Smaller
0
as
0.00
0.00
0.00
0.00
000
0.00
0
0
63,668
79.5848125
704
Demolition
800
If
Saw Cut Pavement
0
If
0.00
0.00
0.00
0,00
0,00
0.00
0
Demo Pipe Reducer, 20" x 16"
0
ea
0.00
0.00
0.00
0.00
0.00
0.00
0
Demo DIP 16"
0
If
0.00
0.00
0.00
0.00
0OD
0.00
0
Demo Bituminous Pave, 3"
0
s
0.00
0.00
0.00
0.00
0.00
0.00
0
Load antl Haul Bituminous to Recycle
0
c
0.00
0.00
0,00
0.00
0.00
0.00
0
Load and Haul Debris to Off -Site Disposal, 10 mile Rour
0
cy
0.00
0,00
0.00
0.00
0
Dewaterin
Dewatering Allowance
0
If
0.00
0.00
0.00
0.00
0.00
0.00
0
Earthwork
Strip Topsoil to Stockpile
0
CV
0.00
0.00
0.00
0.0010.00
0.00
0
Trench Excavation to Stockpile, 8' Depth Ave, Clay0
0.00
0.00
0.00
0,00
0,001
0.00
0
f
I
Trench Excavation to Stockpile, Overexcavation
0
0.00
0.00
0.00
0.00
0.001
0.00
0
Trench Backfill, Bedding
54
CY
0.00
18.30
988.31
0.00
000
0.001
18,30
988
Trench Backfill, Import
316
c
0.00
18.30
5783.43
0.00
0.00
0.001
18.30
5,783
Trench Backfill, Stuctural Fill Overexcavation
0
CY
0.00
0.00
0.00
0.00
0.00
0.00
0
Trench Backfill, 12" Above & Up, Native Material Stockpi
0
c
0.00
0.00
0.00
0.00
000
.
0.00
0
Trench Compaction of Bedding
0
c
0.00
0.00
D.00
0.00
0,00
0.00
0
Trench Compaction of Import
0
c
0.00
0.00
0.00
0.00
0.00
0.06
0
Trench Compaction of Structural Fill
0
ry
0.00
0.00
0.00
0.00
0.00
0
Trench Compaction of Native Material
0
c
0.00
0.00
0.00
0.00
0.00
0.00
D
Ripping,Hydraulic Hoe Ram
0.00
0.00
0.00
000
0.00
0.00
0
Trench Excav, La Pipe, & Backfill
10.73
8584.00
0.00
0.00
7.68
6144,00
0.00
18A1
14,728
Load and Haul Excess to Off -Site Disposal
5.59
2554S3
0.00
0,00
8.55
3907.35
0.00
14.14
6.462
Trench Shoring27,962
Trench Shonn
0.00
0.00
5.68
4547.20
0,00
0.00
5.68
4,547
4.547
Pipe & Fittin s
1800ff
Warnin Tape Detectable
0.00
0.36
29120
0.00
0.00
0.00
0.36
291
S lice Kit
0.00
4.00
16.00
0,00
0.00
0.00
4.00
16
PVC C-900 Pipe 20"
0.00
31.94
25554.40
0.00
000
000
31.94
25,554
Restraint Cou tin PVC, 20"
0.00
O.OD
0.00
0.00
0.00
e(A)
0
Utility Support
25,862
Hand Dig Utilities
0
CY
0.00
0.00
0.00
0.00
0.00
0.00
0
Hand Backfill- Utilities
0
c
0.00
000
0.00
0.00
0.00
0.00
0
Utili Support &Encasement, 12" and Smaller
0
as
0.00
0 00
000
0,00
0.0D
0.00
0
0
58,371
72.96315
705
Demolition
5l6
If
Saw Cut Pavement
0
If
0.00
0.00
0.00
0.00
0.00
0.00
09
7 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
d
CAPSIONE
(4mr nrei !s ru,[ sums
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
I Cost
Demo Pi a Reducer, 20" x 16"
0
as
0.00
0.00
0,001
0.00
0.00
0.00
0
Demo DI Pie 16"
0
If
0.00
0.00
0.00
0.00
0.00
ROT
0
Demo Bituminous Pave> 3"
0
sy
0.00
0 00
0,00
0,00
0.00
0.00
0
Load and Haul Bituminous to Rec cle
0
c
0 00
0.00
000
0.00
O.OD
0.00
0
Load and Haul Debris to Off -Site Disposal, 10 mile Rou
0
c
0.00
0.00
0.00
0.00
0.00
0.00
0
Dewaterin
Dewaterinq Allowance
0
If
0.00
0.00
0.00
0.00
0.00
0.00
0
Earthwork
----
Strip Topsoil to Stockpile
0
('y
1 0.00
0.00
0.00
0.00
0.00
0.00
0
Trench Excavation to Stockpile, B' De th Ave. Clay0
c
000
0.00
0.00
0,00
0.00
0,00
0
Trench Excavation to Stockpile, Overexcavation
0
c
0.00
0.00
000
0,00
0.00
0,00
0
Trench Backfill, Bedding39
c
O.00
18.30
713.78
0.00
0.00
000
18.30
714
Trench Backfill, Import
227
c
0 00
18.30
4154.55
0.00
0.00
0.00
18.30
4,155
Trench Backfill, Structural Fill Overexcavation
0
c
0.00
0.00
000
0,00
0,00
0.00
0
irenoh Backfill, 12" Above & Up, Native Material Stockpi
0
c
0.00
0.00
0.00
0.00
0,00
0.00
0
Trench Compaction of Bedding0
c
0,00
0.00
0.00
D.OD
0.00
0.00
0
Trench Compaction of Im ort
0
0.00
0.00
0.00
0,00
0.00
0.00
0
Trench Compaction of Structural Fill
0
0.00
0.00
0.00
0.00
0.00
0,00
0
Trench Com action of Native Material
0.00
0.00
0.00
0.00
0.00
0.00
0
Rippin , Hydraulic Hoe Ram
0.00
0.00
0.00
D.DO
0 00
0.00
0
Trench Excav, La Pipe, & Backfil
10'73
6319.97
0,00
0,00
7.68
4523.52
TOO
18,41
10,843
Load and Haul Excess to Off -Site Disposal
5,59
1839.11
0.00
0.00
8.55
2812.95
0.00
14.14
4,652
Trench Shorin
23,364
Trench Shoring
J5891f
0.00
0.00
5.68
3347.68
0.00
0.00
5.68
3,346
48
3,348
Pi e 8 Fittings
Warnin Tape Detectable
0.00
0.36
214.40
0.00
0.00
0.00
0.36
214
PVC C-900 Pipe 20"
0.00
31.94
18814.43
0.00
0.00
0.00
31.94
18.814
S lice Kit
0.00
4.00
16.00
0.00
0.00
0,00
4.00
16
Restraint Couplin PVC, 20"
0.00
518.37
2591,85
0.00
0.00
0.00
518.37
2,592
Utifirysupp.rr
21,637
Hand Dig Utilities
0
CY
0.00
0.00
0.00
0.00
0.00
0,00
0
Hand Backfill- Utilities
0
CY
I Oroor
0.001
1 0.00
0,00F
0.00
0,001
0
Utility Support & Encasement, 12" and Smaller
0
ea
0.00
0.00
0.00
0,00
ODD
0.00
0
0
45,348
787295149
35,904
9
Concrete Thrust Blocks for 20" Water Line
6
ea
Thrust Blocks
Thrust Blocks, 6"
0
as
0.00
0,00
0.00
0.00
0.00
0.00
0
Thrust Blocks. 20"
6
ea
453S1
2721,06
371.20
2227,20
0.00
26,29
167.74
0.00
851,00
5.106
5,106
851
10
Imported Pipe Bedding
Earthwork
Trench Backfill, Delivered, Bedding at 6" Depth
c
0.00
0001
0001
000
0.00
0.00
O.ODI
0,001
0
Trench Compaction of Beddingc
0.00
0.00
0.00
0.00
000
0.00
0.00
0.00
0
Trench Backfill, Initial Fill to 12" Above Pie
c
0.00
0.00
0.00
0.00
000
0.00
0.001
0.00
0
Trench Compaction of Initial Fill
0.00
0.00
0.00
0.00
0.00
0.00
1
0,001
0.001
0
D
8 of18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
nn
I
CAPSTONE
,can9 is hip, Serass
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
1t
Imported Trench Backfill
200
ton
Earthwork
Trench Backfill, Delivered, Trench Backfill
200
ton
2.31
462B0
8.99
1798.80
0,00
0.00
1,00
200.00
0.00
12.30
2,461
Trench Compaction of Trench Backfill
200
ton
1.94
388.00
0.00
0,00
0.00
0.00
0,76
152.00
0.00
2.70
540
3,001
15.004
12
Asphalt Replacement
1
Is
Lafar a Subcontract
1
Is
Asphalt Pavement Replacement, Crossing Roadway
5500
sf
0.00
0.00
0.00
6.54
35950.15
0.00
0.00
6.54
35.950
Asphalt Pavement Replacement, Parallel to Roadway
4500
sf
0.00
0.00
O.OD
6,52
29361,67
0,00
D 00
6.52
29,362
sf
0.00
0.00
0.00
0.00
0.00
000
0,00
0
Mobilization
1
Is
0.00
0.00
0.00
0.00
0.00
0,00
0.00
0
Overhead Subcontractor Markup
1
Is
Profit Subcontractor Markup
1
Is
65,312
65312
13
Patterned Concrete Pavement Replacement
775
at
Demolition
Demo Cone SOG wilh Rebar
sf
0.00
0.00
0.00
0.00
0,00
0.00
0
Load and Haul Debris to Off -Site Disposal
cy
0.00
0,00
0.00
0.00
0.00
0.00
0
Concrete Paving
Concrete Paving
768
sf
0.00
0.00
9.94
7632.09
0.00
0.00
994
7,632
Road Base
sy
0.00
0.00
0.00
0.00
0.00
0
7,632
9.85
14
Valves and Fittings
t
Is
1411
20" Bufterfly Vavle, MJ, CL250 wNsolt, Ste. 0+00
1
ea
Butterfiv Valve, 20"
1
ea
193.92
193.92
4331.10
4331.10
0.00
46.23
46.23
0.00
4571,25
4,571
Pipe Support, 20"
1
as
229.75
229.75
227.35
227.35
0.00
0.00
0.00
457.10
457
Restraint Coupling PVCIDI, 20"
2
ea
145.44
290.88
397.87
795.74
0,00
0.00
0,00
543.31
1.087
Precast Manhole
t
Is
841.33
841.33
2387.22
2387.22
0.00
399.55
399.55
0.00
3628.10
3,628
9,743
974307
1412
20"Buffertly Valve, MJ, CL 250 wNault, Sta 28+73
1
as
Bufferfly Valve, 20"
1
ea
193.90
193.90
4331,10
4331.10
0.00
46.24
46.24
0,00
4571.24
4,571
Pi a Support, 20"
2
ea
229,76
459,52
227.36
454.72
0.00
0.00
0.00
457.12
914
DI FI xPE Pi a20"x 6'CL-53
1
as
1 186.37
186.37
838.17
838A7
0.001
28,42
28.42
0.0D
1052.96
1,053
Flange Kits. Nuts, & Bolts
2
ea
96.96
19392
58,36
116.72
0.00
0.00
O.OD
155.32
31 t
Restraint CouplingPVCIDI, 20"
0
ea
0.00
0.00
0,00
0,00
0.00
0.00
0.00
0
Precast Manhole
1
Is
641.32
84132
2159.87
2159.87
000
399.56
399.56
0.00
3400.75
3,401
10,250
10249,83
1421
20"x 90 Elbow, MJ, DI
2
ea
9 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
d
CAPSTONE
(emmmd m dcat Swart
Description
Quantity
Unit
Unit
Cost
Labor15817t6
aterial
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
Dl Mech-Joint 90 ell 20"
2
ea
149.1139823
2796.46
0.00
0.00
0.00
1547.34
3,095
Restraint CouplingPVC/DI, 20"
4
as
145.44341.03
1364,13
0.00
0,00
000
486.47
1,946
5,041
2520.286
1422
20"x 22.5 Elbow, MJ, Of
2
ea
Dl Mech-Joint 22-1/2 ell 20"
2
ea
149.11170.88
2341.76
0.00
0,00
0.00
1319.99
2,640
Restraint Cou tin PVC/DI, 20"
4
as
146.44341,03
1364.13
000
0.00
0.00
486A7
1,946
4,586
2292.936
1423
20"x 11.25 Elbow, MJ, DI
1
sa
DI Mech-Joint 22-112 ell 20"
1
ea
149.09
149.09
1204.98
1204.98
0,00
0.00
0.00
1354.07
1,354
Restraint Coupling PVC/DI, 20"
2
ea
145.45
290,90
341.03
682.06
0.00
0.00
0,00
486.48
973
2,327
2327.03
1431
20"x 12"Reducer MHx PE, DI
1
ea
DI MechJoinl Can Red 20x12"
t
ea
149,09
149.09
943.53
943.53
0,00
0.00
0.00
1092.62
1,093
Restraint Coupling PVC/DI-12"
t
ea
114.88
114.88
102,31
102.31
0,00
0.00
0.00
217,19
217
Restraint Coupling PVC/DI, 20"
t
as
145,43
145.43
341.04
341.04
0.00
0.00
0.00
486A7
486
1,796
1796.28
1441
20"x20"x20" MJ, DI
1
lea
DI Mech-Joint Tee 20"
1
ea
223.66
223.66
2012.09
2012.09
0.00
28AI
28.41
0.00
2264.16
2,264
Restraint Coupling PVC/D1, 20"
3
ea
14544
436.32
341.03
102309
0.00
0.00
0.00
48647
1459
3,724
3723.57
1442
20"x20"x20"FL, DI
1
ea
Bolt, Nut & Gasket Set, 20"
1
ea
114.88
114.88
62.52
62.52
0.00
0.00
0.0D
177.40
177
DI FI xPE Pipe 20" x 6' CL-53
1
as
189.37
189.37
838J7
838.17
0.00
28.42
28.42
0.00
1055.96
1,056
DI Flat Blind Flange 20"
0
ea
0.00
0,00
0,00
0.00
0.00
0.00
0
Restraint Coupling PVG/DI, 20"
2
ea
145.44
290.88
341.03
682.06
0.00
0.00
000
486A7
973
DI Mech-Joint Tee 20"
1
ea
223.66
223.66
3114.76
3114.76
0.00
28.41
28,41
1 0.00
3366,83
3.367
5,573
5573.13
43039
15
Utility Sup oWEncasementiProtection
i
Is
1501
18" Water District Waterline -(crossing below
1
ea
Hand Dig Utilities
5
cy
7,64
38.20
0.00
0.00
0,00
0.00
7.64
38
Hand Backfill- Utilities
5
cy
7094
39.70
0.00
0.00
3.41
17.05
0,00
11.35
57
Utili Su orllEncasement/Proteciion
1
Is
402.80
402.80
- 289.76
289.76
0.00
2388
23.88
0,00
716.44
716
Bit
811.39
1502
60" Ciy Waterline -(crossing above
1
ea
Hand D2 Utilities
5
CY
7.64
38.21
1
0.00
0.001
0.00
0,00
7.64
38
Hand Bacfill- Utilities
5
SY
7.94
39,70
0,00
0.00
3,411
17.051
0.00
11.35
57
Utility Sup ort/Ermsement/Protection
1
Is
0.00
01001
284.191
284.19
0,00
0.00
284.19
284
3]9
379.15
1503
60' Ci Waterline- crossin above -Flow Fill Re
1
ea
Hand Dig Utilities
8
7.64
61.12
0.00
0.00
0.00
0,00
7.64
61
Hard Backfill- Utilities
8
c
7.94
63.52
0.00
0.00
3.41
27.28
0.00
tt35
91
10 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
i
CAPSTONE
(onolne�:e Pmjul Smrrss
Description
quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
Flow Fill
10
OY
5.24
52,43
98.05
980,50
0,00
0.00
0.00
103.29
1,033
1,185
1184,85
1504
Buried Vent Pipe for 60"W.L. -crossin below
2
ea
CS Sch 40 A53 BW Pipe 6"
12
If
28.72
344.64
38.65
463.80
0.00
0.00
0.00
6737
808
CS Sch 40 BW 9D Elf 6
0
as
0.00
0.00
0.00
0.00
0.00
000
0
Bird Screen
0
ea
0.00
0,00
0.00
0.00
0.00
0.00
0
Hand Dig Utilities
0
Ov
0.00
0,00
0.00
0.00
0.00
0.00
0
Hard Backfrll- Utilities
0
Icy
I 0.00
0.001
0.00
0.00
0,00
0.00
0
Utility Support/ErimsemenUProaclion
0
Is
1 0.00
000
0.00
0.00
0.00
0.00
0
808
404.22
1505
48"Storm Sewer -(crossing below
1
ea
Hand Dig Utilities
5
CY
7.64
38.20
0.00
0.00
0.00
0.00
7,64
38
Hand Backfill - Utilities
5
Z94
39.70
0.00
0.00
3.41
17.05
0.00
11 35
57
Utility SupponiEricasementtiProtectlen
1
Is
1332.04
1332.04
1374.58
1374.58
0,00
73.33
73.33
0.00
2779.95
2.780
2,875
2874.9
1506
Power- crossing below
2
ea
Hand Dig Utilities
10
Cv
7.64
7640
0.00
1 0.00
1 0,00
0.00
7,641
76
Hand Backfill- Utilities
10
Icy
7.94
79.411
0,00
0.00
341
34.10
0.00
11.35
114
Utility Support/Encasemem,Protectim
2
Its
1 0.001
0.00
284.19
568,38
0,00
0.00
284.19
568
758
379.145
1507
Power- Conduit Only] -(crossing below
1
ea
Hand Dig Utilities
5
cy
7.64
38,20
0.00
0.00
0.00
0,00
7.64
38
Hand Backfll- Utilities
5
CY
7.94
3931
0.00
0.00
3.41
17.05
0.00
11.35
57
Utility Sup ort/Enoasement/Prolection
1
Is
0.00
0.00
284.19
284.19
0.00
0,00
284.19
284
379
379.15
1508
Phone -(crossing below
1
ea
Hand Dig Utilities
5
CY
7.64
38.20
0.00
0.00
1 0.00
0.00
T641
38
Hard Backfill- Utilities
5
CY
7.94
39.70
0.00
0.00
341
1T05
OB01
11.35
57
Utility Su ort/Enoasement/Protection
1
Is
0,00
0.00
284.20
284.20
0.00
0.00
284.20
284
379
3]915
1509
Gas -(crossing below
2
ea
Hand Ng Utilities
10
c
7.64
76.40
0.00
0.00
0.00
0.00
7,64
76
Hand Backfll- Utilities
10
CY
7.94
7940
0.00
0.00
3,41
34.13
0.00
11.35
114
Uttily Support/Encasement/Protection
2
Is
0.00
0.00
284.20
568.40
0.00
0,00
284.20
568
758
379.15
1510
CTV-(crossing below
1
as
Hand DO Utilities
5
('y
Z64
38.20
0.00
0.00
0.00
000
7.64
38
Hand Backfill- Utilities
5
7494
39.71
0.00
0.00
3,41
17.05
000
1135
57
UtilitySu orVEneasement/Proteclion
1
Is
0,00
0.00
284,191i284.19
0.00
0.00
284.19
284
379
379.15
8,]13
11 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
d
CAPSTON1
(ennr,od ¢D ",cim Sw m
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
16
BlowOffAssombly
2
ea
1601
Blow OffAssembly
1
ea
Dewaterin
Dewatering Allowance
1
Is
0.00
0.00
0.00
0.00
0.00
0.00
0
0
Earthwork
Trench Excavation to Stockpile. 8' Depth Ave, Sand
]
cy
1.33
9.31
0.00
0.00
1.28
8.96
0,00
2.61
18
Trench Backfill, Import
5
ey
3,18
15,90
2836
143.80
000
1.18
5,90
0.00
33,12
166
Trench Backfill, Native Material Stockpile
5
3.18
15,91
0.00
0,00
1.20
6,01
0.00
4.36
22
Trench Compaction of import
5
3.01
16.051
0.00
0.00
0131
3.651
0.00
3,74
19
Trench Compaction of Native Material
5
a
3.01
15.05
0.00
0.00
0.74
3.701
0.00
3.75
19
Load and Haul Excess to Off -Site Disposal
2
eY
5.59
11.18
0,00
0.00
8.55
17,101
0.00
14.14
28
Shoring
2]
Trench Shoring, 10' Dee
1
Is
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
Pipe & Fittings
Gate Valve and Box, 6"
1
ea
96.96
96.96
87597
875.97
0.00
45.47
45.47
0.00
1018.40
1.018
Corporation Valve 3"
0
ea
0.00
327.71
0,00
0.00
0.00
0.00
327.71
0
Bolt, Nut & Gasket Set, 6"
1
ea
28.72
28.72
44S9
44.89
0.00
om
0,00
73.61
74
Bolt, Nut&Gasket Set. 12"
3
ea
57,44
172.32
122,87
36862
0.00
0,00
0,00
180.31
541
DI Fig x Fig Pie 6"x 10' CL-53
0
as
0.00
249.06
0.00
0,00
0.00
0.00
249.06
0
DI Fig x FIJ. Pipe 12" x 10' CL-53
1
lea
93.20
93.20
792,42
792.42
0.00
66.84
56.84
0.00
942.46
942
DI Fig x PE Pipe 6" x 6' CL-53
1
lea
55.91
55.91
234.58
234.58
0.00
0.00
0.00
290,49
290
DI Flanged Reducer Tee 12x6"
1
Is.
111.83
111.83
803.75
803.75
0.00
0.00
0.00
916.58
916
DI Flat Blind Flange 12"
2
as
37.28
74.56
171.06
342.12
0,00
0.00
0.00
208.34
417
DI Mech,lomt Pipe, 6"
9
If
5.12
46.08
12.97
116.73
0.00
1 0,00
0.00
18.09
163
Dl Mech-Joint 45 ell 6"
1
se
46.60
46.60
77.99
77.99
0.00
0.00
0,00
124.59
125
DI Mech-Joint Reducer Tee 20x6"
1
ea
186.39
186,39
1313.16
1313.16
0.00
28.42
28.42
0.00
1527.97
1,528
Restraint Coupling PVC/DI-6"
3
se
43.08
129.24
35.22
105.66
0.00
0.00
0.00
78.30
235
Restraint Coupling PVCIDI, 20"
2
ea
145,44
290,88
340,24
680.48
0.00
000
0.00
485.68
971
Precast Manhole
,220
Precast Manhole
1
Is
1007.17
1007.17
966.26
966.26
0.00
507.23
5O7,23
0.00
2480,66
2,481
2,481
9,972
1602
Blow OffAssembly
1
ea
Dewaterin
De.atenni, Allowance
1
Is
1 0.00
0.00
0.00
0.00
0,00
0.00
0
0
Earthwork
Trench Excavation to Stockpile, 8' Depth Ave, Sand
7
cy
1.59
11,13
0,00
0.00
1.60
11.20
0,00
3.19
22
Trench Backfill, Import
5
CY
3.18
15.91
28.76
143.80
0.00
1.18
5.90
0.00
33.12
166
Trench Backfill, Native Material Stockpile
5
CY
3.18
15.91
0.00
0.00
1.20
6.00
0.00
4.38
22
Trench Com action of Import
5
CY
3.01
15.05
0.00
0A0
0,73
3.65
0.00
3.74
19
Trench Compaction of Native Material
5
CY
3.01
15.05
0.00
0.00
0,73
3.67
000
3.74
19
Load and Haul Excess to Off -Site Disposal
2
c
5.59
11.16
0.00
0.00
8.55
17.10
0.00
14.14
28
Shorin
2]6
Trench Shorin 10' Dee
1
Is
0.00
0.00
0.00
0.00
0 00
0.00
0
0
Pi e Fittin s
Gate Valve and Box, 6"
1
ea
96.96
96.96
875,97
875.97
0.00
45.47
45.47
0.00
1018.40
1,018
Corporation Valve 3"
0
ea
23.25
0,00
327.71
0.00
0.00
0.00
0.00
350.96
0
4
Bolt, Nut & Gasket Set, 6"
t
ea
28.72
28.72
44S9
44,89
0.00
0.00
0,00
73,61
74
Bolt, Nut & Gasket Set, 12"
3
ea
5].44
1]232
122.87
368.62
0.00
0.00
0.00
180.31
541
12 of 18
Client: Existing Client
Project: Waterline Project S T
Date: July 23, 2007 /ARt{
ONI
(can:Ivd a 1a1.n Smug
Independent Cost Estimate
- Estimate Detail -
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
DI Fig x Fig Pie 6" x 3' CL-53
0
ea
55.91
0.00
249.06
0.00
0.00
0.00
0.00
304.97
0
DI F12 x F12 Pipe 12" x 10' CL-53
1
ea
93.20
93,20
792.42
792.42
0,00
28.42
28.42
0.00
914.04
914
DI Fig x PE Pie 6" x 6' CL-53
1
ea
55,92
55.92
234.58
234,58
0.00
0.00
0.00
290.50
291
DI Flan ed Reducer Tee 12x6"
1
ea
111.84
111 84
803.75
803.75
000
0.00
0.00
915.59
916
DI Flat Blind Flange 12"
2
ea
37,28
74.56
171.06
342.12
0.00
0.00
0.00
208.34
417
DI Mech-Joint Pipe, 6"
9
If
5.12
46.08
12.97
116.73
0.00
0,00
0,00
18.09
163
DI Mech-Joint 45 ell 6"
1
ea
46,60
46.60
77.99
77.99
0.00
0.00
0,00
124.69
125
DI Mech-Joint Reducer Tee 20x6"
1
ea
186.39
186.39
1313.16
1313.16
0.00
28.42
28.42
0.00
1527.97
1,528
Restraint Coupling PVCIDI-6"
3
1..
43.08
129.24
36.22
105.66
0.00
0.00
0.00
78.301
235"
Restraint Coupling PVC/DI, 20"
2
ea
145.44
290s8
340.24
680.48
000
0.00
0.00
485.68
971
Thrust Block
7,191
Thrust Block
1
Is
151.59
151.59
101.33
101.33
000
9.17
9.17
0.00
262.09
262
262 262
Precast Manhole
Precast Manhole
1
Is
1007.18
1007.18
966.25
966.25
0.00
507.23
607.23
0,00
2480.66
2,481
2.481
10,210
20,182
10090.829
17
Combination Air Release Valve Assembly
3
ea
1701
Combination Air Release Valve Assembly
1
ea
Earthwork
Trench Backfll, Delivered Washed Gravel
1
Is
18.69
18.69
100,66
100.66
1 uol
5.67
5.671
1 000
125.02
125
125
Pipe 8 Fittings
Corporation Valve 2"
2
as
24.24
48.48
150.94
301.88
0.00
0.00
0.00
175A8
350
Tapping Saddle 20 x 2"
2
ea
48,48
96.96
654,06
1308,12
0.00
0.00
0.00
702.54
1,405
Manhole Boot, 8"
1
ea
57.44
57,44
62.89
62.89
0.00
0.00
0.00
120.33
120
2" Combination Air ReleaseNacuum
2
as
229.75
469.60
352.19
704.38
0.00
0.00
0,00
581,94
1.164
PVC Pipe Sch 40 6
28
If
5.34
149.58
4,57.
127.96
0.00
0.00
0,00
9.91
278
PVC 40 90 Ell SxS 6
1
as
57.43
57.43
45.28
45.28
0.00
0.00
0.00
102.71
103
PVC 40 Adapter SxF 6
1
as
28.72
28.72
37.74
37.74
0.00
0,00
0.00
66A6
66
CS Sch 40 A53 BW Pipe 6"
2
If
28.72
57.44
42.77
85,54
0.00
0.00
0.00
71.49
143
CS Sch 40 BW 90 Ell
2
as
143,60
287.20
163.52
327.04
0.00
15.92
31.84
0.00
323,04
646
Bird Screen
1
ea
28,73
28,731
440.23
440.23
0,00
0.00
0,00
468,96
469
Precast Manhole
4,44
Precast Manhole
1
lap
115415
1154.75
2524.57
252457
000
36&611
368.61
0.00
4047.93
4,048
4,048
8,917
8917.326
1702
Combination Air Release Valve Assembly
1
as
Earthwork
Trench Backfill, Delivered, Washed Gravel
1
Is
18.68
18.68
100.66
100,66
000
5,67
567
0.00
125.01
125
125
Pi e 8 Fittings
Corporation Valve 2"
2
ea
24.24
48.48
150.94
301,88
0.00
0.00
0.00
175.18
350
Taepiaq Saddle 20x 2"
2
ea
48.49
96.98
65406
1308,12
0.00
0.00
000
70255
1405
Manhole Boot, 8"
1
as
5743
57.43
62.89
62.89
0.00
000
0.00
120.32
120
2" Combination Air ReleaseNacuum
2
an
229.75
459.50
352,19
704.38
0.00
0.00
0.00
581.94
1,164
PVC Pipe Sch 40 6
28
If
5.34
14965
4.57
UTM
000
0.00
0.00
9.91
278
PVC 40 90 Ell SxS 6
1
ea
57,44
57.44
45.29
45.29
0.00
0.00
0.00
102.73
103
PVC 40 Adapter SxF 6
1
ea
28.73
28]3
37.741
37.741
0.00
1 0.001
66A71
66
CS Sch 40 A53 BW Pie 6"
2
If
28.721
57.44
42771
85.541
1 0.00
0.00
1 0,001
71A91
143
CS Sch 40 BW 90 Ell 6
2
ea
143.60
287.20
163,521
327.041
0.00
15.921i31.84
1 0.001
323,041
646
Bind Screen
1
ea
2892
28J2
440.231
440.231
1 0.00
1 0,00
1 O.001
468.95
469
13 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Detail -
L
CAPSTONE
m P;oPn S':ma
Description
Quantity
Unit
Labor
Unit
Cost
Labor
Amount
Material
Unit
Cost
Material
Amount
Unit
Cost
Unit
Amount
Equip
Unit
Cost
Equip
Amount
Other
Unit
Cost
Other
Amount
Total
Unit
Cost
Total
Cost
Precast Manhole
4,744
Precast Manhole
1
ea
1154]5
115475
2167.84
2167.84
0.00
368.61
368.61
0.00
3691.20
3,691
3,69191
8,561
8560.586
1703
Combination Air Release Valve Assembly
1
ea
Earthwork
Trench Backfill, Delivered, Washed Gravel
1
Is
18.68
18.68
100.67
0067
0.00
5.66
5,66
0.00
125.01
125
125
Pipe 6 FiHin s
Corporation Valve 2"
2
ea
24.24
48.48
150.94
301.88
0.00
0.00
0.00
0.00
175.18
350
Tapping Saddle 20 x 2"
2
ea
48.48
96.96
654.07
1308.14
0.00
0,00
0.00
0.00
702,55
1,405
Manhole Boot, 8"
1
ea
57.43
57.43
62.89
62.89
0.00
0.00
0.00
0,00
120.32
120
2" Combination Air Release/Vacuum
2
ea
229.75
459.50
352.19
704.38
0,00
0,00
0.00
0.00
581.94
1,164
PVC Pipe Sch 40 6
28
If
5.34
149.58
4,57
12T96
0,00
0.00
0,00
0.00
9.91
278
PVC 40 90 Ell SxS 6
1
ea
57.44
57.44
45.28
45.28
0.00
0 00
0.00
0.00
102.72
103
PVC 40 Adapter SxF 6
1
ea
287.18
287.18
37,74
3T74
0.00
0.00
0.00
0,00
324.92
325
CS Sch 40 A53 BW Pipe 6"
2
If
28.72
57.44
42.77
85.54
0,00
0.00
0.00
0,00
71.49
143
CS Sch 40 SW 90 Ell
2
ea
143.60
28T20
163,52
32T04
0.00
0.00
15.92
31,84
0,00
323.04
646
Bird Screen
1
ea
28.72
28.72
440.23
440.23
0,00
000
0.00
0,00
468,95
469
Precast Manhole
I
1
1
5.003
Precast Manhole
1
ea
1 1165.291
1165.29
2396.80
239&801
000
36&601
368.60
0.00
3922.69
3,923
3.923
9,051
9060.546
26,528
8842.61933
18
Connect to Existing Mains
3
ea
1801
Tie to 20" Waterline at Existing Tee, Sm 0 00
1
ea
Tie In to Existing 20" x 20" Tee
1
ea
459.50
459,50
1688.08
1688,08
0.00
114.00
114.00
0.00
226158
2,262
2,262
2261.58
1802
Tie to 12" Waterline South of New 20" Tee, Ste 1+29
1
ea
Tie In to Existing 12" Waterline
1
ea
469.50
459.50
1111.91
1111.91
0.00
114,00
114.00
0.00
1685.41
1,685
1,685
1686.41
1803
Tie to 20" Waterline, Sta 28+76
1
ea
Tie In to Existing 20" Waterline
1
ea
459.51
459.51
2955.87
2955.87
0,00
114,00
114.00
0,00
3529.38
3,529
3,529
3529.38
7,476
77,063
214.302
147,357
44,518
TOTAL
455,915
235.910
218,333
218.327
$
3.9]3924
2747
It
14 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
-Vendor Quotes -
lid Item
Remove and Relocate Structures and Obstructions
a. HD Supply Waterworks 1 Is
b. Colorado Precast 1 Is
b. Precast Concepts, 36" RCP by 8' 1 Is
Pipeline
a. HD Supply Waterworks
1 Is
b. HD Supply Waterworks
1 Is
c. HD Supply Waterworks
1 Is
4 Valves and Fittings
a. HD Supply Waterworks
1 Is
b. HD Supply Waterworks
1 Is
c. HD Supply Waterworks
1 Is
d. HD Supply Waterworks
1 Is
Manhole, Colorado Precast
1 Is
Blow Off Assembly
Valve, HD Supply Waterworks 2 as
Manhole, Colorado Precast 2 as
Combination Air Release Valve Assembly
CAPSTONE
(nnv6v8 to ho"a smm
67.30 67.30 2.49 13.96 83.75
3,535,90 3,535.90 130.83 733.35 4,400.07
730.00 730.00 27.01 151.40 908.41
6,201.20 6,201.20 229.44 1,286.13 7,716.77
73,856.39 73,856.39 2,732.69 15,317.82 91,906.89
9,774.12 9,774.12 361.64 2,027.15 12,162.91
71
9,088.76
9,088.76
336.28
1,885.01
11,310.05
8,249.10
8,249.10
305.22
1,710.86
10,265.18
1,182.35
1,182.35
43.75
245.22
1,471.32
8.600.76
8,600.75
318.23
1,783.80
10,702.77
3,923.23
3,923.23
145.16
813.68
4.882.07
38,631
4,436.03 8,872.06 328.27 1,840.07 11,040.39
840.40 1,680.80 62.19 348.60 2,091.59
1
Valve
3 ea
2,663.51
7.990.52
295.65
1,657,23
9,943.40
Manhole, Colorado Precast
1 Is
5,427.21
5,427.21
200.81
1,125.60
6,753.62
1
Connect to Existing Mains
a. HD Supply Waterworks
1 Is
1,341.92
1,341.92
49.65
278.31
1,669.89
b. HD Supply Waterworks
1 is
883.97
883.97
32.71
183.34
1,100.01
c. HD Supply Waterworks
1Is
2,349.71
2,349.71
86.94
487.33
2,923.98
153,755.29
F_
Subcontractor Quotes
Bid Item
6 Construction Survey, RJL Surveys
1 Is
6,200.00
5,200.00
624.00
5,824.00
12 Asphalt Replacement
LaFarge
5500 sf
5,65
31,075.00
3,729.00
34,804.00
LaFarge
4500 sf
5.64
25,380.00
3,045.60
28,425.60
LaFarge
768 sf
8.59
6,597.12
791.65
7,388.77
LaFarge
1Is
1,500.00
1,500.00
180.00
1,680.00
69,752.12
15 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Assumptions -
'cnPsI[
(Orimned to Noylt Sumo
Item
Description
Unit
Estimated
Quantity
Unit
Price
Item
Total
1
Mobilization and Demobilization
LS
1
9,118
9,120
Included 5%of Total
2
Erosion and Sediment Control
LS
1
3,611
3,611
Silt fence along one side full length of pipeline
$200 for straw wattles
3
Traffic Control (by the City)
LS
0
0
0
4
Remove and Replace Structures and Obstructions
a
Remove 6" Waterline and Install D.E. Overland Trail & Skimmerhorn
LS
1
1,985
1,985
Includes pipe demo ikons
Excavation, shoring, and backfill
Import Structural Fill
Disposal of Excavated Material
Utility support
b
Relocate Storm Sewer Box, Install New S Se ment 36" RCP, Sta 6+95
LS
1
8,353
8,353
Excavation, shoring, and backfill
New pipe and tie ins
Utility support
5
1Cfeanup and Restoration
LS
1
4,125
4,125
Removal of erosion control and cleanup
H droseedin
6
Construction Surveying
LS
1
5,200
5,200
RJL Surveys subcontractor quote
Overhead, Subcontractor Markup
312
Profit, Subcontractor Markup
312
7
Pipeline
a
20-inch DR 25, Class 165 AW WA C 905, Remove and Replace in Same
Trench, Ste 0+00 to 1+29
LF
129
140,001
17,577
Includes demolition, dewatering, earthwork, shoring, pipe, & fittings
Disposal of excavated material & debris
b
20-inch DR 25, Class 165 AW WA C 905
LF
2,568
140.00
197,915
Includes demolition, dewatering, earthwork, shoring, pipe, & fittings
Disposal of excess material & debris
c
20-inch DR 25, Class 165 AW WA C 905, Restrained Joint
LF
179
220.00
20,420
Includes demolition, dewatering, earthwork, shoring, pipe, & fittings
Included overexcavation of rock
9
Concrete Thrust Blocks for 20" Water Line
EA
1 6
851
5,106
Excavation and backfill with pipeline work
Concrete at $93Icy
Protect fitting, form, and place
10
Imported Pipe Badding
CY
11
Imported Trench Backfill
TON
200
15.00
3,000
Purchase and delivery of imported backfill
Placement in trench
Compaction
Assumed Quantity
12
Asphalt Replacement
a
Asphalt Pavement Replacement, Crossing Roadway
SF
5,500
6.54
35,956
Per LaFar a Quote
b
Asphalt Pavement Replacement, Parallel to Roadway
SF
4,500
6.52
29,362
Per LaFarge Quote
Place Speed Hump, 32'x24'x3"
SF
768
0.00
0
Mobilization -ts-1
1
0.00
0
16 of 18
City of Fort Collins Utilities ti
Independent Cost Estimating Services CAPS E
RFP No.: P1153 (ommitted to Project Success
Table of Contents
1 GENERAL INFORMATION
• Capstone's Qualifications................................................ Page 2
2 WORK PLAN AND IMPLEMENTATION
• Understanding of the Project ........................................... Page 2
• Proposed Work Plan ......................................................... Page 3
• Design and Construction Cost Estimating Practices......... Page 6
• Construction Cost Estimating System Expertise ............... Page 6
3 PERSONNEL AND EXPERIENCE
. Key Personnel................................................................. Page 7
. Demonstrated Experience ............................................... Page 8
• References...................................................................... Page 10
• Ability to Respond........................................................... Page 12
4 APPENDIX
. Example of Previously Completed Cost Estimate
. Letters of Commendation for Past Performance
. Rate Schedule for Professional Services
. Resumes
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Assumptions -
nPSIE
(omm u d to 7mjen s mss
Item
Description
Unit
Estimated
Quantity
Unit
Price
Item
Total
Overhead Subcontractor Markup
LS
1
0
Profit Subcontractor Markup
LS
1
0
13
Patterned Concrete Pavement Replacement
SF
775
9.85
7,632
Per LaFar a Quote
14
Valves and Fittings
a
Valves
1
20" Butterfly Valve, MJ, CL 250 wNault, Sta 0+00
EA
1
9,743
9,743
Includes precast manhole, valve, and fittings
Earthwork & backfill with pipeline earthwork
2
20" Butterfly Valve, MJ, CL 250 wNault, Sta 28+73
EA
1
10,250
10,250
Includes precast manhole, valve, and fittings
Earthwork & backfill with pipeline earthwork
b
Bends
1
20" x 90 Elbow, MJ, DI
Includes fitting and restraint couplings
Earthwork & backfill with pipeline earthwork
EA
2
2,520
5,041
2
20" x 22.5 Elbow, MJ, DI
EA
2
2,293
4,586
Includes fitting and restraint couplings
Earthwork & backfill with pipeline earthwork
3
20" x 11.25 Elbow, MJ, DI
EA
1
2,327
2,327
Includes fitting and restraint couplings
Earthwork & backfill with pipeline earthwork
c
Reducers
1
20" x 12" Reducer MH x PE, DI
EA
1
1,796
1.796
Includes fitting and restraint couplings
Earthwork & backfill with pipeline earthwork
d
Tees
1
20"x20"x2O" MJ, DI
EA
1
3,724
3,724
Includes fitting and restraint couplings
Earthwork & backfill with pipeline earthwork
2
20"x2o"x20" FL, DI
EA
1
5,573
5,573
Includes fitting and restraint couplings
Earthwork & backfill with pipeline earthwork
15
Utilitv Crossin s
a
18" Fort Collins -Loveland Water District Waterline -(crossing below
EA
1
811
811
Includes hand excavation and backfill around utility
Concrete encasement at crossing
b
60" City
of Fort Collins Waterline -(crossing above
EA
1
379
379
Includes hand excavation and backfill around utility
Concrete support at crossing
c
60" City of Fort Collins Waterline -(crossing above - Flow Fill Re
EA
1
1,185
1,185
Includes hand excavation and backfill around utility
Flow fill over top of 60" Waterline, Assumed $75/c
d
Buried Vent Pie for 60" W.L. -(crossing below
EA
2
404
808
Includes hand excavation and backfill around utility
New 6" steel pipe at crossing
Found one only on drawings
e
48" Storm Sewer -(crossing below
EA
1
2,875
2,875
Includes hand excavation and backfill around utility
Concrete encasement at crossing
f
Power -(crossing below
EA
2
379
758
17 of 18
Client: Existing Client
Project: Waterline Project
Date: July 23, 2007
Independent Cost Estimate
- Estimate Assumptions -
CAPSIO E
biro ed to Pmjw smm
Item
Description
Unit
Estimated
Quantity
Unit
Price
Item
Total
Includes hand excavation and backfill around utility
Concrete encasement at crossing
Found 5 additional electrical crossings
Power- Conduit Only) -(crossing below
EA
1
379
379
Includes hand excavation and backfill around utility
Concrete encasement at crossing
h
Phone -(crossing below
EA
1
379
379
Includes hand excavation and backfill around utility
Concrete encasement at crossing
e
Gas -(crossing below
EA
2
379
758
Includes hand excavation and backfill around utility
Concrete encasement at crossing
CTV -(crossing below
EA
1
379
379
Includes hand excavation and backfill around utility
Concrete encasement at crossing
16
Blow Off Assembly
EA
2
10,091
20,182
Includes excavation & backfill to valve and curb box
Valve, pipe, fittings, thrust block, & curb box
17
Combination Air Release Valve Assembly
EA
31
8,843
26,528
Excavation and backfill with pipeline work
Includes valves, fittings, pipe, & precast manhole
18
Connect to Existing Mains
a
Tie to 20" Waterline at Existing Tee, Sta 0+00
LS
1
2,262
2,262
Excavation and backfill with pipeline work
Includes fittings & existing pipe preparation
b
Tie to 20" Waterline South of New 20" Tee, Sta 1+29
LS
1
1,685
1,685
Excavation and backfill with pipeline work
Includes fittings & existing pipe preparation
c
Tie to 20" Waterline, Sta 28+76
LS
1
3,529
3,529
Excavation and backfill with pipeline work
Includes fittin s & existing pipe preparation
Total 455,900
18 of 18
'... ct
1C aI. { 3_
I LITTLETON
ADVENTIST HOSPITAL
August 14, 2000
7700 Suwh Brood"¢'
Littleton, Colorado 80132 ?fi_>8
Tel 303.730.8900
To Whom It May Concern: .
I am pleased to recommend Capstone Planning & Control, LLC.
Although we have not used their services in the project and construction
management arena, we have relied on them for estimating services. Theirjob
performance, qualifications and experience in the construction field are above
reproach. Capstone Planning and Control has provided estimating services for
Littleton and Porter Adventist Hospital projects from $250,000 to over
$38, 000, 000.
1 heartily recommend Capstone Planning & Control.
I Sincerely,
I
Jesse Mock
Director
Facilities Management
pmk
Page I of I
Helen Roe
From: Mawdsley, Christopher J [MawdsleyCJ@state.gov]
Sent: Thursday, November 01, 2007 6:17 AM
To: Helen Roe
Cc: mawdsleyl@cox.net
Subject: RE: Dean Miller
Helen,
I appreciate your comments. Working with Capstone has been a very constructive and valuable business
relationship, I appreciated the excellent support provided during my incumbency as Director of Cost
Management. I wish Capstone success with your current and new business ventures.
If I should venture west, I will of course contact Capstone.
Sincerely, Chris
From: Helen Roe [mailto:hroe@capstone.com]
Sent: Wednesday, October 31, 2007 5:11 PM
To: Mawdsley, Christopher J
Subject: Dean Miller
Chris,
I just wished Dean Miller all the best as his last day with Capstone was today. He continues at OBO tomorrow
under US Cost. Full circle...
More importantly, I wanted to thank you for using us as a contractor these past couple of years. We appreciated
working with Rogers Cofield and Dean Miller. Both were a pleasure to have onboard. I will especially miss Dean
If you ever choose to venture west, please do not hesitate to contact us
It was a pleasure supporting you.
Sincerely,
Helen
Helen Roe
Executive Vice President
Capstone, Inc.
720-887-9191 x107 (office)
720-810-0412 (cell)
720-887-9292 (fax)
hroe@capstone.com
www.capstone.com
10/28/2008
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Jennifer Berumen
Manager
Facilities, Environmentol Health
&Safety
64G/Sl l
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technology solutions
GE
Access Distribution
T 303 415 2823
T 8004884223.x2.823
F 303 415 3823
jenniferberumen@ge.com
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11300 Weslmoor Circle
Westminster,C080021
United States
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No Text
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
cnsIe
(ommittod to piojm h(ass
The following rates are all inclusive rates for the labor categories proposed in the
proposal. Capstone has assumed the following in preparation of our rates:
1. A labor rate for the base year has been provided and an escalated rate for
each option year thereafter.
2. The proposed escalation rate is 2.7% for the option year labor rates.
3. The proposed hourly labor rates are valid for one year upon award date (base
year).
4. Travel time will be billed at 80% of labor rate.
5. Timesheets will be provided on request.
6. Reimbursable expenses will be billed at cost. Overnight FedEx, any
additional copies of an estimate will be billed at cost (Kinko's), and any
overnight travel is billed per GSA.
7. Mileage is billed per the Internal Revenue Service Standard Mileage Rate,
8. Capstone accepts General Services Administration Joint Travel Regulation
Rates.
Hourly Billing Rates for Professional Services
Labor Category Rate
Senior Project Manager $105.00
Frank Humbert
Specialties Estimator $105.00
Jim Bolin
Senior Estimator (10+ years) $100.00
Phil Sikorski and Don Polla
Estimator (5 to 10 years) $90.00
Junior Estimator (less than 5 years) $70.00
FRANK W. HUMBUR'r. CON'r.
BAJ Construction Corp./Dun-Rite Home Improvements, Denver, Colorado 1996 to 1998
Managed multiple diverse projects with responsibility for project planning, coordination and
implementation.
Estimator /Project Manger
• Accountable for meeting the overall scope, schedule, budget, quality, performance and
profitability of the projects
• Responsible for the preparation of material and labor quantity takeoffs
• Negotiated, issued and administered subcontracts and major purchase orders; as well as,
monitoring their progress, schedule and conducted subcontractor buyouts
• Worked diligently to maintain excellent relationships with owners, architects, engineers,
subcontractors, suppliers and the public to ensure the project schedule was not impacted
• Acts as liaison between the General Contractor and building department authorities for permit
acquisition
• Responsible for business development activities including preparation and negotiation of project
proposals
EG&G, Inc. / Rocky Mountain Remediation Services, LLC, Golden, Colorado 1990 to 1996
Rocky Flats Closure Project
Responsible for managing the development and implementation of treatment systems to treat low-level
radioactive/hazardous waste. Managed and coordinated the development of strategic planning documents
for the Environmental Restoration & Waste Management organization. Coordinated, researched, and
compiled all required information to prepare cost estimates for capital and expense projects.
Treatment System Manager (Environmental and Waste Management)
• Responsible for defining project requirements and establishing project objectives
• Developed project plans, capital and expense budgets, secured project funding, and developed project
schedules
• Maintained project cost controls and performance reporting
• Responsible for overall coordination of treatment technology development, system design, quality
assurance, waste shipping requirements, waste disposal acceptance criteria, waste sampling and
characterization, and vendor subcontracts
Technical administrator (Environmental and Waste Management)
• Responsible for directing subcontractor support and coordinating personnel in collecting, compiling,
and reviewing strategic planning data
• Managed the development of a Federal and State environmental regulations reference book to support
environmental and waste management strategic planning activities
Cost Engineer (Facilities Engineering)
• Provided design input and value engineering on various types of projects including, office,
manufacturing, and production support facilities
• Developed comprehensive cost estimates through all stages of design
• Responsible for the preparation of material and labor quantity takeoffs and material and labor pricing
• Interfaced and coordinated with end user, project manager, engineering/design team, technology
development, operations, procurement quality engineering, and procurement
The Corcoran Company, Fort Collins, Colorado 1987 to 1989
Managed diverse client needs for multiple projects with responsibility for project planning, coordination
and implementation.
Estimator / Project Manager
• Prepared material and labor quantity takeoffs
PAGE 2 of 3
FRANK W. HUMBERT, CONT.
• Obtained and developed material and labor pricing
• Prepared negotiated and hard bid proposals
• Responsible for performing project buy-out and preparing project administration package for field
Personnel
• Prepared and monitored labor and material budgets
• Performed contract and change order administration, prepared project invoices and processed
monthly billings
• Coordinated and supervised field personnel
• huplemented and maintained project management control systems, including project status and cost
reporting
Osprey Development Corporation, Fort Collins Colorado 1983 to 1987
Managed multiple diverse projects for a commercial and residential developer with responsibility for
project planning, coordination and implementation.
Assnt Superintendent, Land Development Superintendent, Project Coordinator, Project Mngr
• Researched and compiled all required information for project star[ -up
• Coordinated with project architects, engineers, owners, and various departments within the cities of
Fort Collins, Loveland, and Thornton, Colorado
• Prepared quantity takeoffs, cost estimates, and project schedules
• Performed project buy-out, developed and managed labor/material subcontracts
• Prepared and processed monthly subcontractor invoices and construction draws
• Performed contract and change order administration
• Supervised subcontractors and field personnel
• Developed, implemented, and maintained project management control systems, including project
status and cost reporting
EDUCATION
Bachelor of Science, Construction Management, Colorado State University, Fort Collins, Colorado
ADDITIONAL TRAINING & SKILLS
• Ethics and Standards of Business Conduct
• Resource Conservation and Recovery Act (RCRA)
• Department of Transportation (DOT) Regulations
• National Environmental Protection Act (NEPA)
• Uniform Building Code (UBC)
• Environmental Laws/Regulations
SOFTWARE & APPLICATIONS
• MS Office — Word, Excel, PowerPoint, Access, Outlook
• MS Project
• Expedition
• Primavera P3
• Oracle
• PeopleSoft
SECURITY CLEARANCE
DOE Q clearance
PAGe 3 or 3
(APSIONE
(ommitted to Project Soaess
JAME,S M. BOLIN
TECHNICAL EXPERIENCE
Independent Consultant
(2006 to Present)
Currently provide assistance and diversified services to a number of client
companies. These services include claims analysis, arbitration and litigation
support, claims preparation, cost estimating, schedule development, and project
controls.
MWH Constructors, Inc.
Broomfield, Colorado (2005 to 2006)
As the Contracts Administrator, was responsible for subcontract procurement
for a construction program with a $1.2 billion awarded project backlog.
Assisted the project teams with identifying the breakdown and content of the
subcontract work packages. Developed and issued to bidders, the subcontract
scopes of work and the Requests for Proposal (RFP) document packages for
design -build and CM at risk types of water and waste water treatment plant
projects, ranging in value from $65 million to $140 million, Assisted in the
review and evaluation of bidders proposals. Prepared and finalized the
Subcontract Agreements to selected bidders.
Capstone Planning and Control, Inc.
(formerly Project Controls Associates, Inc.)
Broomfield, Colorado (2000 to 2005)
As Principal of the Construction Management Division, supervised and
coordinated a staff comprised of eight professionals involved in providing
construction management, cost estimating, scheduling, and project controls
consultant services. Responsible for staffing, project planning, employee
development, identification of standards and practices, client relations, market
and business development, budgeting, establishing and attaining measurable
goals, and profitability. Provided guidance, assistance, and oversight on
projects to ensure that client and internal corporate expectations were met.
As Senior Project Manager, provided construction and project management
services for commercial and institutional projects. Assisted companies with
developing pre -construction estimates, budget plans and schedules, and with
problem mitigation. Developed and maintained program schedules, based upon
individual client requirements. Generated, analyzed and reported performance
measurement to management in order to facilitate decision -making functions.
Provided guidance to the Project Control Specialists through a comprehensive
QA/QC program to ensure product quality. Represented clients' interests in
evaluating and negotiating contractor change orders. Responsible for the
management and coordination of work required under a specific task or
contract, including the monitoring of project budgets and deliverables, meeting
contractual requirements, and ensuring client satisfaction.
CH2M HILL Constructors, Inc.
Englewood, Colorado (1999 to 2000)
As Senior Construction Engineer, responsible for providing and managing a
variety of planning and control functions on design -build projects. Pre -
construction and startup activities included conducting design constructability
reviews, preparation of cost estimates and schedules, contract and subcontract
administration and management, material procurement, and the setup of project
Page 1 of 3
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
GENERAL INFORMATION
d
cnSIE
(ommitted to hojea Success
Capstone's Qualifications
Capstone, Inc. (Capstone) is a woman minority -owned small business providing
solutions in project management and construction management. Founded in 1994,
Capstone is organized into two service sectors: Project Management/Systems
Integration and Construction Management. Our expertise includes providing both
project specific solutions and staff augmentation services in the following areas:
• Full Turnkey Project and Construction Management Services
• Owner's Representation Services
• Project Controls - Implementation, Methods, Procedures and Training
• Scheduling - Development, Analysis and Reporting
• Cost Estimating/Cost Management
• Project Management Systems Implementation and Integration
Capstone's cross -industry experience provides a superior foundation that allows us
to offer a "best -in -class" application of industry project and construction
management knowledge and principles. Capstone's services incorporate
contemporary methodologies and applications tailored to the particular need of
each client and project. Our consultants bring an average of 18 years of experience
per consultant to a project. This extensive expertise gives us an unparalleled
capability as a company, which results in tremendous value and benefit to our
clients.
Our high quality of service is demonstrated by our successful longevity and reflects
our commitment to the integrity, accuracy, and value we provide to every project.
Prominent owners, contractors, architects, engineers, major government agencies,
and others continue to benefit from Capstone's professional expertise by achieving
positive outcomes on their projects. Capstone clients and markets include:
Department of Energy; Department of State; K-12 and University Education;
Federal Lands - Highways Division; biotechnology; health care; transportation;
municipalities; home builders; developers and many others.
Please see the Appendix for commendation letters.
WORK PLAN AND IMPLEMENTATION
Understanding of the Proiect
The City of Fort Collins Utilities (City) has issued a request for proposal (RFP) for
independent cost estimating services. Capstone is an independent cost estimating
consulting firm with no ties to contractors or designers thus insuring that the client
receives an unbiased opinion of cost for their project. Our multi -disciplined staff
has many years of diverse experience developing cost estimates for municipal,
2
JAWS M. BOLIN, CONT.
administration and management, material procurement, and the setup of project and task charge numbers. During the
construction phase, became involved in the overall management of the project, including the execution and coordination
of the work activities, resolving and mitigating problems and conflicts, profit/loss and change order management.
Project Controls Associates, Inc.
Boulder, Colorado (1996 to 1998)
As Senior Project Control Specialist, tasked to Safe Sites of Colorado, LLC's (SSOC's) Schedule Management and
Integration Division as the Schedule Integrator. Assisted with managing and coordinating approximately 20 schedulers
whose efforts supported a $200 million/year decommissioning and dismantlement program for the U.S, Department of
Energy's Rocky Plats Environmental Technology Site. Primary responsibilities included the development of the
architecture for the SSOC integrated master project schedule, maintaining the integrity of this schedule, preparation of
standardized scheduling procedures and guidelines that enhanced the levels of accuracy, consistency and overall
efficiency of the schedule system, and the formation of summary reporting to corporate management.
Provided project controls services to the Kaiser -Hill Company in support of the site capital projects, including the
Criticality Alarms & Safeguards Systems, Site Infrastructure, and the Master Safeguards and Security Agreement
Projects. Responsible for schedule development, fiscal budget planning, performance and cost statusing. Evaluated
internal and Construction Contractor's change orders. Prepared conceptual level estimates for 17 different alternatives
that address the draining, dismantling and disposing of the process systems located in Building 771.
Independent Consultant
(1994 to 1996)
As an Independent Consultant, provided claims analysis, project management and controls services to a number of
clients, including;
Pacific Northwest Sugar Company (Inperial-Holly and Columbia River Sugar Co..I.V.), Moses Lake, Washington -
Responsible for developing a 1,200-activity master schedule for the construction of a $98 million sugar beet refinery.
Met with client and consulting firms to accurately define the scopes of work for the project. Established the work
breakdown structure for the project. Developed the cost code of accounts. Prepared graphics and summary schedules
for presentations at public and Board of Directors' meetings.
Fischbach & Moore, Inc., Denver, Colorado - Assisted in the development of construction claims for the work
completed on the Alaska Native Medical Center Replacement Hospital and the Detroit Veterans Hospital Projects.
Ilanjin Engineering & Construction Co., Ltd., Seoul, South Korea - Through Hill International, developed the craft labor
manhours by construction trade and by task, required to complete the A. B. Won International Airport Terminal
expansion located in Guam. Assisted Hill's consultants in preparing a resource loaded master schedule.
Peterson Consulting L.P., Denver, Colorado - Evaluated tine outstanding change orders in support of the general
contractor's $25 million claim on the Hoover Dam Visitors Center. Developed narratives, tables, graphs and schedules
that summarized and demonstrated the levels of issue caused impacts on construction. Assisted with evaluating the
variances between the project adjusted as -planned schedule and the as -built schedule. Conducted damages analysis and
prepared the concrete supplier's claim.
Montgomery Watson Constructors, Inc., Boulder, Colorado - Developed cost estimates and construction schedules for
various private industrial and DOD environmental remediation projects, including those for the George and Mather
AFCEE base closure contracts. Served as Project Manager for the construction of groundwater treatment systems for
Iowa DOT and Williams Pipeline Company,
Kellogg Corporation
Littleton, Colorado (1993 to 1994)
As Senior Claims Analyst, Prepared litigation documentation and analysis support for construction claims. Evaluated
claims issues and entitlements. Provided cost estimate analysis and change order evaluation services. Assisted
management in developing proposals as part of the corporate marketing effort.
PAGE 2 OF 3
JAMES M. BOLIN, CONT.
Metropolitan Water District of Southern California
Los Angeles, California (1992 to 1993)
As Senior Estimator (Consultant) Responsible for the development and implementation of estimating procedures for the
$1.8 billion Eastside Reservoir project located in Hemet, California. Prepared conceptual and preliminary estimates for
design engineering and construction, analyzed subcontractor bid proposals, and interfaced with project personnel in
developing a PC -based performance measurement system.
James M. Montgomery Consulting Engineers, Inc.
Pasadena, California (1988 to 1992)
As Supervising Estimator, provided estimating services to various company divisions and outside clientele. Prepared
conceptual, preliminary and detailed final budget estimates for the construction of domestic and overseas public works
and municipal projects. Supported projects under construction, providing an independent analysis of claims and change
orders. Responsible for training staff, scheduling and assigning work activities, and the review of estimates.
As Senior Construction Manager, provided construction supervision and inspection services on a number of public
works projects having values from between $250 thousand and $36.0 million. Responsible for establishing project and
quality controls, including all aspects of progress updating and reporting. Reviewed monthly progress payment and
schedule submittals. Evaluated and resolved the costs and time impact associated with contactors' change orders and
claims.
Schmueser & Associates, Inc.
Rifle, Colorado (1987 to 1988)
As Chief Estimator, responsible for the preparation of estimates for a small general contractor specializing in heavy
industrial, petrochemical and mine development projects. Developed project schedules and established cost controls.
Managed the purchasing and expediting efforts. Prepared monthly progress billings. Supervised craft personnel and
directed construction activities.
Harrison Western Corporation
Golden, Colorado (1986 to 1987)
As the Manager of Project Support for a joint venture with Fluor Constructors, supervised the coordination of overseas
and home office project support activities for a USAID waste water project in Egypt. Engaged in purchasing,
expediting, and the processing and approval of vendor invoices. Managed project files and records. Scheduled and
monitored overseas shipments. Assisted legal staff in supporting project claims that lead to an agreement for the
termination ofthe project.
As an Estimator for the Mechanical Division, prepared fixed -cost estimates for the civil and structural portions of hydro-
electric and EPA Superfund projects. Developed preliminary construction schedules.
Stearns Catalytic World Corporation
Denver, Colorado (1983 to 1986)
As a Project Estimator for the Petrochemical Division, involved in the preparation of preliminary and definitive budget
estimates for Lower 48 module fabrication and North Slope module tie-ins and interconnects on ARCO's Kuparuk
project. Evaluated change orders in support of the 1985 and 1986 Seali$'s Lower 48 and North Slope construction
efforts. Assigned to the project team involved in preparing the lump sum bid for constructing the 1986 Sealift's process
modules.
Jasper Construction Company
Wheat Ridge, Colorado (1982 to 1983)
As an Office Engineer, estimated material quantities and direct costs for lump sum bids. The types of projects included
earthen dams, hydro -electric plants, water and wastewater plants, pump stations and pipelines.
Stearns Roger Engineering Corporation
Denver, Colorado (1982)
As a Project Systems Analyst for the company's Mining Division, prepared conceptual cost estimates and estimating
standards while assigned to Exxon's Colony Oil Shale Project.
PAGE 3OF3
A
CAPSTONE
(ommitted to Project Success
PHH.IP J SIKORSKI, PE
CONSTRUCTION MANAGEMENT, ESTIMATING, SCHEDULING, CLAIMS, CONSTRUCTABILITY
REVIEws
• Capstone Planning and Control, Regional Director of Construction Management
• O'Connor Construction Management, Inc., Senior Construction Manager
• Sikorski Construction Services, Principal
CIVIL AND STRUCTURAL ENGINEERING
• The Austin Company, Civil Engineei
GENERAL CONTRACTING
• Sikorski Constructions Services, Principal
• Breton Construction Inc., Vice President, Operations
• The Koll Company, Project Manager
• Fluor E & C, Senior Field Engineer
RELEVANT PROJECT EXPERIENCE
• Denver Housing Authority/Aurora Housing Corporation, Cost Estimating
• Pasadena City Hall, Constructability Review and Construction Management
• San Bernardino County Courthouse Seismic Retrofit, Cost Estimating, Value Engineering
• County of Riverside Various Projects, Cost Estimating
• Coronado Civic Center, Cost Estimating, Value Engineering
• City of Santa Barbara Various Projects, Cost Estimating
EDUCATION
Bachelor of Science in Civil Engineering, 1974; University of California, Davis, California
LICENSES
Registered Civil Engineer, State of California #C032189
General Building Contractor License #580416
DON S. POLLA, PE
SUMMARY OF QUALIFICATIONS
Over 15 years of experience in 1) design, cost estimating, engineering, project management,
construction, startup, and operation & maintenance of mining/metals process facilities, industrial
facilities, and water treatment plants; and 2) environmental engineering including environmental
sampling, compliance monitoring, acid rock drainage treatment, and soil remediation. Experience
includes mechanical design, process design, equipment sizing, equipment selection, cost estimating, and
startup for gold/copper recovery facilities, water treatment plants, and cement plants. Areas of work
include:
• Preparation and review of conceptual studies, feasibility studies, reports, and proposals
• Cost estimating, scheduling, and engineering on projects involving 1) environmental remediation and
2) copper, gold, silver, water, coal, diamonds, cement, and water & soil remediation systems
• Startup, construction oversight, field engineering, and field scheduling at process facilities for copper,
gold, silver, & cement, at water treatment facilities, and at environmental remediation projects
• Development of PFDs and P&IDs
• Design parameter specification, sizing, and selection of equipment including material handling
systems, crushers/mills, dust collectors, pumps, compressors, IIVAC, overhead cranes, small boilers,
clarifiers/thickeners, small furnaces, fans/blowers, SX/EW equipment, pressure leaf filters, plate &
frame filters, reagent mix systems, and piping/valve systems
• Operation & maintenance management roles at zinc/lead/silver mines, water treatment plants, and
open pit copper mine
• Environmental investigations, Monitoring plans — soil, water, & air, Corrective action plans,
Environmental site assessment, SPCC plans, and Technical writing
• Hazardous materials management
• Computer skills —Timberline, Microsoft Office, Microsoft Project, Primavera P3, and limited
AutoCAD & MicroStation
RELEVANT PROJECT EXPERIENCE
Estimator, Durham Facility Phase 4, Clean Water Services, Tigard, Oregon Yard Piping, Process
Mechanical Piping and Equipment Estimator for the Durham Facility Phase 4 Expansion project for
Clean Water Services. Major elements of work included Sitework, Yard Piping, Dewatering, Structural
Concrete, Process Mechanical Piping, Pump, and Equipment Installation, Building Construction, and
Electrical Systems. The total estimated project value was $22.1 M.
Estimator, Point of the Mountain Water Treatment Plant, Cities of Salt Lake and Sandy, Salt Lake
City, Utah Yard Piping Estimator for the Point of the Mountain Water Treatment Plant project for the
Cities of Salt Lake and Sandy. Major elements of work included construction of Yard Piping,
Operations Building, Chemical Feed Facilities, Flocculation and Sedimentation Basins, Ozonation
Facilities, UV Disinfection, Maintenance Building, Solids Handling Facilities, and Electrical Systems.
The total project value was $81M.
Estimator, Possum Kingdorn Fish Hatchery, Texas Parks and Wildlife Department, Possum
Kingdom, Texas Yard Piping and Equipment Estimator for the Possum Kingdom Fish Hatchery project
for the Texas Parks and Wildlife Department. Major elements of work included Sitework, Yard Piping,
DON S. POLLA, PE CONT.
Re -use Pond Contruction, Air Compressor Station Construction, and Electrical System Construction.
The total estimated project value was $2.6M.
Estimator, San Vicente Pipeline and Sorge Control, San Diego County Water Authority, San
Diego, California Yard Piping and Sitework Estimator for the San Vicente Pipeline and Surge Control
project for the San Diego County Water Authority. Major elements of work included Sitework, Access
Road Construction, Tank Site Preparation, and Tank Construction. The total estimated project value was
$4.7M.
Estimator, Nitrification and Denitrification Upgrades, City of Simi Valley, Simi Valley, California
Yard Piping Estimator for the Nitrification and Denitrification Upgrades project for the City of Simi
Valley. Major elements of work included Sitework, Yard Piping, Selective Demolition, Booster Pump
Station, and Electrical System Modifications. The total estimated project value was $2.1 M.
Estimator, River Mountains Water Treatment Plant, Southern Nevada Water Authority, Las
Vegas, Nevada Yard Piping Estimator for the River Mountains Water Treatment Plant for the Southern
Nevada Water Authority. Major elements of work included Sitework, Yard Piping, and Construction of
the Raw Water Metering Station, Oxygen/Ozone Protection Building, Ozone Contactors, Chemical Feed
Facilities, Blower/MCC Building, Ozone Destruct System, Flocculation and Sedimentation, Gravity
Filters, Residuals Management, Equalization Basin, Thickeners, and Electrical Systems. The total
estimated project value was $54.7M.
Estimator, Fish Screen and Pumping Plant Project, Reclamation District 2035, Sacramento,
California Yard Piping and Sitework Estimator for the Fish Screen and Pumping Plant Project for
Reclamation District 2035. Major Elements of work included Sitework, Yard Piping, and the
Construction of an Intake Structure, Screening Structure, Pump Station, and Shore Protection. The total
estimated project cost was $11.2M.
WORK EXPERIENCE
Capstone Planning and Control, Inc.
Senior Cost Estimator, 2007 — Current
MWH Constructors
Senior Estimator, 2002 — Current
Stoller Corporation
Contract Environmental Work, May 2002 — September 2002
Bechtel Corporation
Engineering Group Supervisor/Senior Mechanical Engineer, 1998 — 2002
Lyntek, Incorporated,
Senior Mechanical/Environmental Engineer, 1993 —1998
ASARCO, Incoporated
Water Treatment Plant Manager, Senior Environmental Engineer,
Maintenance Foreman, 1987-1993
Colorado Mountain College
Vocational Instructor, Spring 1991
PAGE 2 0> 3
DON S. POLLA, PE CONT.
EDUCATION
BS/BSc, Mechanical Engineering, University of Idaho
MS/MSc, Environmental Engineering and Science, Colorado School of Mines
PROFESSIONAL ENGINEERING REGISTRATIONS
General - Colorado #29879
Mechanical - Alaska 49525, California #M30139, Idaho 48353, Nevada 4012867
Environmental - Idaho, 48353
OTHER CERTIFICATIONS
Class "A" Industrial Waste Water Operator, State of Colorado, #1068
Class "A" Water Works Operator, State of Colorado, #1926
ACTIvE REGISTRATION
Professional Engineer — CO
Professional Engineer (Mechanical) — ID, AIC, NV, CA
Professional Engineer (Environmental) — ID
Certified Cost Engineer — AACE International
Industrial Waste Water Operator— CO
Water Plant Operator — CO
PAGE 3 of 3
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
cnSI[
(ommiued to pmjeu Success
public utilities, heavy industrial, civil, commercial, institutional and environmental
projects. Our cost management services include: cost plans; project/program
estimating; conceptual, schematic, design development and construction document
design estimating; change order evaluation and negotiation; value engineering; and
life cycle costing. Many of our staff have cost estimating certifications, have
published cost estimating publications in the AACE Journal and have been actively
involved in special projects sponsored by AACE. Our strong construction
background coupled with our in depth cost estimating system knowledge (both off
the shelf systems such as Success, Timberline, MCACES, WinEst, etc. as well as
custom client systems) differentiate us from our competition.
Capstone understands that independent cost estimates are a necessary
requirement for capital projects that utilize the City's "Alternative Product Delivery"
process and which are forecasted to exceed $300,000 in construction costs. Our
process for projects that require an independent cost estimate is as follows: the
City's Project Manager will notify Capstone of the need for independent cost
estimating services. Upon receipt of a notice to proceed, the City will provide all
pertinent documentation to Capstone to develop a cost estimate for the project.
Upon receipt of design documents, which generally include the construction
schedule, bid item schedule, and an overview of the project, Capstone will prepare
and submit a "not -to -exceed" budget for services. In addition, this budget will
address the expected duration of time required to develop and complete the
independent cost estimate for the project. Capstone's budget will also include the
estimated labor hours for staff to attend a project overview meeting(s) in order to
better understand the scope of the project, labor hours to develop the independent
cost estimate, and labor hours to research and reconcile line item discrepancies
identified between the independent cost estimate and the Contractor's estimate.
Any anticipated travel expenses which are incurred by Capstone's staff and directly
associated with the project will also be included.
Following the completion of an estimate, Capstone will have the necessary staff
members who prepared the estimate available to explain details of the submittal.
Capstone will work with the City to compare and reconcile the independent cost
estimates and Contractor prepared estimates.
Capstone will effectively communicate with the City Management Team throughout
the independent cost estimate development process. At the request of the City's
Project Manager, our staff will travel to the project site or the City's offices as
necessary. The City will be copied on all email correspondence that occurs between
Capstone and the Contractor to ensure an auditable trail of documentation exists.
Typical correspondence includes the request and receipt of material and equipment
vendors, and subcontractor price quotations, clarification or discussion of existing
conditions, and/or proposed means and methods for performing the work.
3
City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
n IONI
(ommitted to hojen Sums
Proposed Work Plan
Relative to this proposal, Capstone's objective is to provide the City with superior
service and value in the delivery of the independent estimates. The scope of
services that we anticipate as being required to support this effort is explained as
follows:
Capstone provides cost estimating services from the initial programming through
the final construction document stages of design. We understand the importance of
accurate, traceable and auditable cost estimates. Therefore we provide a
structured and timely approach for developing, reviewing and implementing
approved budgets and/or estimates into the construction management life cycle
process. In order to accurately address the dynamics that are particular to each
project, including geographic location and market economics, we routinely solicit
real time quotations from trades and manufacturers for comparison with our
existing library of historical cost data. In addition, we periodically review current
industry recognized cost databases and publications to ensure the accuracy of our
estimates.
Capstone's staff has collectively provided construction cost management services
on thousands of projects totaling several billion dollars in value at locations around
the world.
To ensure that our estimates consistently maintain a high standard of accuracy and
quality, Capstone personnel strictly adhere to the following seven steps for the
development of cost estimates:
Definition of Project Scope
➢ Quantity Measurement
Research Local Market Conditions
➢ Final Development of the Estimate
➢ Review/Check Estimate
➢ Publish Estimate
➢ Comparison and Evaluation of Estimates Prepared by Others
These steps are identified as follows:
➢ Definition of Project Scope
In order to provide a complete and accurate project estimate, the estimating
team must first identify and fully understand the scope, parameters and
constraints that are directly associated and unique to each project.
Capstone's team utilizes the design plans, specifications, and other
documents to fully understand the scope of the work on which to base the
estimates. From this review, Capstone shares with the Owner, any project
constraints and non-standard issues that may have an impact on the
project's construction and costs.
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City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
➢ Quantity Measurement
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An accurate and complete quantity take -off (QTO, also known as a quantity
survey) is a key element to a successful cost estimate. Capstone adheres to
strict principles of precise measurement. For each project, Capstone
estimators prepare detailed quantity take -offs in all trades for the scope
items identified. All QTOs are prepared on quantity takeoff sheets and
identify the document locations from which measurements are taken. All
calculations are clearly shown and crosschecked. Capstone's experience in
preparing cost estimates allows us to ask key questions to identify items that
are undefined in the project documents but are potentially required in the
successful construction. Reasonable allowances are included in the estimate
for these items.
➢ Research Local Market Conditions
Identifying the key current local market conditions in the project is an
important factor in developing an accurate estimate. Capstone recognizes
that every project is unique and requires special consideration. Capstone
obtains pricing information from vendors, local subcontractors, in-house
historical and current project databases, and recognized publications and
databases. However, when preparing a project estimate, we do not rely on
database information alone. Local site conditions, market factors (competing
work, volume, timing, etc.), location factors, and escalation factors are
considered in the determination of project costs.
➢ Final Development of the Estimate
Upon completion of the quantity take -off, reviews and checks, and the
collection of local pricing data, Capstone estimators input data into the
estimating system. Capstone sets up the estimate work breakdown structure
(WBS) to best accommodate the needs and requirements of the project and
the Owner. General condition's costs are clearly broken out and all markups
are distinctly identified within the estimate.
➢ Review/Check Estimate
Once the estimate has been input into the estimating system, the project
manager and an independent reviewer evaluate the estimate. Checks are
conducted for consistency, integrity, calculation accuracy and spelling. In
addition, parametric tests such as comparisons of areas, comparisons with
similar projects or similar scopes of work, and against previous estimates,
are made to ensure the overall reasonableness of the estimated costs.
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City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
Publish Estimate
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Upon completion of the final estimate review/check and modifications as
required, the estimate is published and reviewed with the Owner.
Other Party Estimate Comparison
Capstone will review and provide a detailed comparison between our
estimate and estimates prepared by others (design team, contractors or
other independent estimators). We identify areas of difference and evaluate
the causes for variance. Following the completion of the reconciliation, we
will revise our estimate accordingly (if necessary) and report the changes.
Design and Construction Cost Estimating Practices
Capstone provides cost estimating services from programming through final
construction documents. We provide a structured and timely approach to develop,
review and implement approved estimates into the construction management
process. We routinely solicit real-time quotations from trades and manufacturers
for comparison with our existing library of historical cost data, current project
information, and industry recognized cost databases and publications, thereby
ensuring that our estimates are current and reflect the dynamic nature of the
industry. For example, design issued by architects and engineers may be issued at
varying stages of completion. Capstone uses established processes to provide
ranges of cost based on the completion of design. The accuracy of those estimates
will allow Capstone to provide a range of probable costs. As designs evolve and the
exact dimensions, quantities and specifications are issued, Capstone will analyze
the updated design to refine probable cost estimates for construction. As
contractors are requested to bid on construction projects, we compare their
estimates with ours to determine the accuracy and identify bid differences,
omissions and scope deviations, and provide recommendations to the City relative
to contractor selection.
In the event that addendums or amendments are issued during the design and bid
phase or change orders are issued during the construction phase, Capstone will
provide cost estimates in order to identify the reasonable and probable cost for
these changes. If the costs are excessively high or low, Capstone will work with the
City project management team to arrive at a fair cost estimate.
Construction Cost Estimating System Expertise
Capstone is versed in the leading cost estimating software packages including
Success; Timberline; MCACES; Win Est; and internally developed spreadsheet -
estimating systems utilizing Microsoft Excel and Access. Prior to proceeding with
our scope of services Capstone's Project Manager will work with the City's
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City of Fort Collins Utilities
Independent Cost Estimating Services
RFP No.: P1153
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management team to determine the preferred software or format that will
seamlessly interface with the MS Excel and MS Word systems utilized by the City.
Capstone recognizes that cost estimating services must offer experienced staff,
measurable benefit, provide effective solutions, meet commitments, and at the
same time be cost effective. Given these parameters, the approach that we have
taken for this proposal is to establish an organization that complements the City
management team with experienced professionals that will be utilized as their
expertise is required. The intent of the staffing plan is to have the resources
immediately available when the project volume and workloads dictate the need.
PERSONNEL AND EXPERIENCE
Key Personnel
Capstone's construction professionals are generally multi -disciplined, having
experience in project and construction management, project engineering, project
controls, contract administration, estimating and scheduling. For Capstone and our
Clients, this provides a more effective approach in successfully undertaking and
completing project engagements. With the overlap of individual experience, our
professionals complement one another.
Following is a listing of Capstone's proposed staff (See Org Chart below):
Frank Humbert
Senior Project Manager
Jim Bolin
Project Manager/ Specialties Estimator
Phil Sikorski
Senior Estimator
Don Polla
Senior Estimator
Our Senior Project Manager will serve as the single point of accountability for all
aspects of Capstone contractual and administered services. Specifically, the Project
Manager will provide:
• Development and presentation of work plans and budget.
• Task status reporting to the City Project Management Team.
• Identification of problem items.
• Assessment of task priorities as needed.
• Work with design consultants and construction contractors to communicate
City's estimating requirements.
• Coordination and supervision of Capstone's cost estimating staff.
Resumes for the individuals proposed for this RFP are included in the Appendix. In
order to provide the City with the best service and flexibility at a competitive fee,
the majority of the individuals listed above will be staffed by the Senior Project
Manager on an as needed basis.
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