HomeMy WebLinkAboutRESPONSE - BID - 5954 TIMBERLINE ROAD WIDENINGujwudOj
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Project. Timberline Road Widening Project
Dale- 01/11/2006
Spec/Item Description Estimated Unit Unit Cost Item Cost
Number Quantity
Spring Creek Farms North - City of Fort Collins Police Facility Interior Roadways
Speclltem Estimated
Number Description Quantity Unit Unit Cost Item Cost
202-09 Remove Irrigation Structures 9 EA 351.75 3,165.75
203-01 Unclassified Excavation (Includes Slopes + Detention Ponds
203-04 Topsoil (Stripping, Stockpiling, Placing) - Top 6'
203-10 Import Topsoil (Screened) - 3" Depth
208-01 Erosion Control
208-02 Straw Bale Inlet Filter
210-01 Adjust Manhole Frame
210-03 Adjust Valve Box
304-01 Aggregate Base Course - (CL 5 or 6) - 9" Depth - (CIP)
306-01 Sidewalk Preparation
307-01 Fly Ash Subgrage Stabilization
19.898 Cv 1.65 32,831.70
4479 Cv 3.20 14,332.80
440 Cv 19.95 8,778.00
1 LS 840.00 840.00
2 LS 42.00 84.00
9 EA 340.00 3,060.00
11 EA 180.00 1,980.00
3,184 TON 10.45 33,272.80
1,975 Sv 1.75 3,456.25
9,827 Sv 4.95 48,643.65
403-01
Hot Bituminous Pavement - Grading S - (3' Depth) - (PG 64-28)
1,083
TON
50.15
54,312.45
403-02
Hot Bituminous Pavement - Grading SG - (3' Depth) - (PG 64-22)
1,083
TON
39.50
42,778.50
506-02
6X6X18 Type L Rip Rap with 6' Topsoil Cover
2
EA
487.20
974.40
603-02
10' Class III RCP
15
LF
26.85
402.75
603-03
24' Class III RCP
38
LF
32.90
1,250.20
603-20
27" Class III RCP
156
LF
50.05
7,807.80
603-21
27' Class III RCP - FES
2
EA
722.40
1,444.80
603-22
8' PVC Sanitary Sewer (22-24 Feet Deep)
995
LF
45.90
45,670.50
603-23
10" PVC Sanitary Sewer (22-24 Feet Deep)
686
LF
56.05
38,450.30
603-24
6" PVC Sanitary Sewer Service (22-24 Feet Deep)
50
LF
52.50
2,625.00
603-25
Concrete Encasement
2
EA
393.75
787.50
603-26
21" PVC Irrigation Pipe
960
LF
46.30
44,448.00
603-27
Pipe Headwall with Trash Rack
1
EA
2194.50
2,194.50
Section 00300 Page 9
I'� 'iecl. T,nn,edine Road Widening Project
Dale. 01 1 V2006
SpeclItem Description
Number
Estimated
Quantity
Unit Unit Cost
Item Cost
604-01 5' Type R Inlet
4
EA 3209.85
12,839.40
604-05 4' Diameter Manhole
9
EA 2662.80
23, 965.20
604-06 5' Diameter Manhole
4
EA 2118.90
8,475.60
608-03 Concrete Access Ramps (8") with Truncated Dome Warning Panels
608-04 Concrete Drive Approach and Concrete Driveway (6")
608-09 4.5' Detached Sidewalk (6" Thick)
609-01 Vertical Curb and Gutter (30")
609-02 Driveway Curb Cuts (30' Wide)
619-01
8" DIP CL-52 Water Main
619-03
8" X 2" Blow -Off w/Thrust Block
619-04
8" Gate valve and box
619-10
Fire Hydrant Assembly (6")
619-11
6" DIP CL-52 Water Main
619-12
6" Gate valve and box
619-13
8"X8" Cross
619-14
2" Copper Service
619-15
2" Curb Stop
619-16
8" Water Line Lowering
619-17
8"X8"X6" Swivel Tee
630-01 Type III Barricades
938
SF
7.90
7,410.20
1,000
SF
3.35
3,350.00
17,775
SF
2.75
48,881.25
4,032
LF
9.15
36, 892.80
3
EA
261.60
784.80
2,322
LF
30.10
69,892.20
4
EA
421.05
1,684.20
6
EA
974.40
5,846.40
4
EA
2985.15
11,940.60
144
LF
30.65
4,413.60
1
EA
685.65
685.65
2
EA
418.95
837.90
1
EA
1803.90
1,803.90
1
EA
261.45
261.45
3
EA
2382.45
7,147.35
5
EA
327.60
1,638.00
15 SECTION 183.75 2,756.25
iap
t h3iY i Y(irt 4A, •. 645,098.40
U a f a t h r T� L^r' 3
TOTAL PROJECT= $ 5,359,148.90
Five Million Three Hundred Fifty-nine,
One Hundred Forty-eight Dollars
Cents
Section 00300 Page 10
9. PRICES
The foregoing prices shall include all labor, materials, transportation,
shoring, removal, dewatering, overhead, profit, insurance, etc., to cover
the complete Work in place of the several kinds called for.
Bidder acknowledges that the OWNER has the right to delete items in the
Bid or change quantities at his sole discretion without affecting the
Agreement or prices of any item so long as the deletion or change does
not exceed twenty-five percent (250) of the total Agreement Price.
RESPECTFULLY SUBMITTED:
Lafarge West, Inc.
CONTRACTOR
BY: Steven B. Peterson
2/14/06
Signature
Date
VP/G
Title
00239
License Number (If Applicable)
(Seal - if Bid is by corporation)
At
A d ess 1800 North Taft Hill Road
Fort Collins, CO 80521
Telephone 970-407-3600
Email kelly.steele@lafarge-na.com
7/96 Section 00300 Page 11
SECTION 00420
STATEMENT OF BIDDER'S QUALIFICATIONS
All questions must be answered and the data given must be clear and
comprehensive. This statement must be notarized. If necessary, questions may
be answered on separate attached sheets. The Bidder may submit any additional
information he desires.
1. Name of Bidder: Lafarge West, Inc.
2. Permanent main office address: 1800 North Taft Hill Road, Fort Collins, CO
3. When organized: 1989
4. If a corporation, where incorporated: Delaware
5. How many years have you been engaged in the contracting business
under your present firm or trade name? 8 years
6. Contracts on hand: (Schedule these, showing the amount of each
contract and the appropriate anticipated dates of
Trail Head Ph 1 $1,027,425.00
completion.)
4/26/06
Brightwater Landing
$1,069,329 29
6/30/06
Sidehill Filing 2
$1 254 145 61
9/30/06
Wellington Downs
$ 576,967.42
10/31/06
7.
General character of Work performed by your company:
Asphalt Paving Aggregate and RediMix Supply
8.
Have you ever failed to
If so, where and why?
complete any Work awarded
to you? NO
9.
Have your ever defaulted on a contract? NO
If so, where and why?
10.
Are you debarred by any
If yes list agency name.
government agency? NO
7/96 Section 00420 Page 1
11. List the more important projects recently completed by your company,
stating the approximate cost of each, and the month and year completed,
location and type of construction.
City of Ft Collins Overlay $2,216,393.34 12/31/05
Larimer County Overlay $20107,804.13 12/31/05
The Meadows -Wellington $ 997,000.00 11/30/05
12. List your major equipment available for this contract.
What ever is necessary to complete the project
13. Experience in construction Work similar in importance to this
project:
City of Fort Collins Overlay
2iekler Road Reconstruction
Harmony/Timberline Road Reconstruction
14. Background and experience of the principal members of your organization,
including officers:
Steven B. Peterson VP/GM 20+ years
Kenneth R. Ball General Manager 20+ years
Bob Tewc Operations Manager 20+ years
15. Credit available: $ Unlimited
16. Bank reference: Wells Fargo
17. Will you, upon request, fill out a detailed financial statement and
furnish any other information that may be required by the OWNER?
Yes
18. Are you licensed as a General CONTRACTOR? Yes
If yes, in what city, county and state? City of Fort Collins What
class, license and numbers? General Contractor #00239
19. Do you anticipate subcontracting Work under this
Contract? Yes
If yes, what percent of total contract? 41%
and to whom? Please see attached sheet
20
Are any lawsuits pending against you or your firm at this time? NO
IF yes, DETAIL
7/96 Section 00420 Page 2
21. What are the limits of your public liability? DETAIL
$10 00M00 00
What company? Safeco Insurance Company of America
22. What are your company's bonding limitations? $80,532,000.00
23. The undersigned hereby authorizes and requests any person, firm or
corporation to furnish any information requested by the OWNER in
verification of the recital comprising this Statement of Bidder's
Qualifications.
Dated at 8:00 a.m. this 14 day of February 20_Df�.
Lafarge West, Inc.
Name of n-
By:
�. V`�YGYiLu�
Title: Steven B. Peterson, VP/GM
State of Colorado
County of Larimer
Steven B. Peterson being duly sworn deposes and says that he
is VP/GM of Lafarge West, Inc. and that
(name of organization)
the answers to the foregoing questions and all statements therein contained
are true and correct.
Subscri ed and sworn to fore me this 14 day of February . 20_U.
Notary Publ'
�e N OTARy ?�9
My commission expires 5/23/09J',PUBLIC O
Q
�OF C01O�
7/96 Section 00420 Page 3
SECTION 00430
SCHEDULE OF SUBCONTRACTORS
List of contractors for asphalt rotomilling, earthwork, waterline, sanitary sewer, storm sewer
pipe, concrete, bridge construction, asphalt paving, traffic control, landscaping and fencing
and all subcontractors performing over 15% of the contract.
ITEM
Traffic Control
Rotomilling
Concrete
Landscaping
Fencing
Erosion Control
Surveying
Guard Rail
Tree Removal
Bridge, Pipe, Dirt
SUBCONTRACTOR
Quality Traffic Control
Don Kehn Construction
Express Concrete
Bath, Inc.
Town & Country Fenco CO
All Terrain Erosin
King Surveyor, INc.
Adarand Constructors, Inc.
Jordan's Tree Moving
Gerrard Excavating
7/96 Section 00430 Page 1
r'
SECTION 00410
BID BOND
Lafarge North America, Inc.
KNOW ALL MEN BY THESE PRESENTS: that we, the undersigned DBA Lafarae West. Inc.
as Principal, and*"as Surety, are hereby held and firmly bound unto the City of
Fort Collins, Colorado, as OWNER, in the sum of $ 5% of Amount Bid for the
payment of which, well and truly to be made, we hereby jointly and severally
bind ourselves, successors, and assigns.
*Safeco Insurance Company of America
THE CONDITION of this obligation is such that whereas the Principal has
submitted to the City of Fort Collins, Colorado the accompanying Bid and
hereby made a part hereof to enter into a Construction Agreement for the
construction of Fort Collins Project, 5954 Timberline Road Widening Project.
NOW THEREFORE,
(a) If said Bid shall be rejected, or
(b) If said Bid shall be accepted and the Principal shall execute and deliver
a Contract in the form of Contract attached hereto (properly completed in
accordance with said Bid) and shall furnish a BOND for his faithful
performance of said Contract, and for payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all
other respects perform the Agreement created by the acceptance of said
Bid, then this obligation shall be void; otherwise the same shall remain
in force and effect, it being expressly understood and agreed that the
liability of the Surety for any and all claims hereunder shall, in no
event, exceed the penal amount of this obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the
obligations of said Surety and its BOND shall be in no way impaired or
affected by any extension of the time within which the OWNER may accept such
Bid; and said Surety does hereby waive notice of any such extension.
Surety Companies executing bonds must be authorized to transact business in
the State of Colorado and be accepted by the OWNER.
7/96 Section 00410 Page 2
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands
and seals this 14th day of February , 2006 , and such of them as are
corporations have caused their corporate seals to be hereto affixed and these
presents to be signed by their proper officers, the day and year first set
forth above.
PRINCIPAL
Lafarge North America, Inc.
Name: DBA Lafaroe West Inc.
Address: 1800 N.. Taft Hi I I Road
a°
n
J .
SEAL)
j
•`f
ME
SURETY
Safeco Insurance Company of America
Safeco Plaza
Seattle, WA 98185 (800)332-3226
By:?�/mot
Title: Melissa D. Evans, Attorney -in -Fact
Section 00410 Page 3
® POWER Safeco Insurance Companies
OF ATTORNEY PO Box 34526
Seattle, WA 96124-1526
NO. 6957
KNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each
hereby appoint
kkkk*R«*KEVIN B. ALEXANDER, LAURA E. COON; MELISSA D. EVANS; MARY T. FLANIGAN; MICHAEL C. FROST; DAVID M. LOCKTON; RONALD J.
LOCKTON; KATHY M. LOFTUS; CLAUDIA MANDATO; CHRISTY M. MCCART; PATRICK T. MOUGHAN; JAMES C. PATEIDL; PATRICK T. PRIBYL;
DEBRA L SCARBOROUGH; CAROLYN VAN HAAREN; CLIFFORD B. YOUNG, Kansas City, M1S$OLRkskRtktktikRti RRkkkiikkkRktktktkikkkR kkk Rki Rtkkk
its true and lawful attomey(s)-in-fad, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar
character issued in the course of its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this
STEPHANIE DALEY-WATSON, SECRETARY
CERTIFICATE
day of
MIKE PETERS, PRESIDENT, SURETY
Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:-
2DO5
'Article V, Section 13. - FIDELITY AND SURETY BONDS... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys -in -fact or under other appropriate titles with
authority to execute on behalf of the company fideftty and surety bonds and other documents of similar character issued by the company in the course of its
business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any Instrument conferring such authority
or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be Impressed or affixed or In any other manner reproduced; provided,
however, that the seal shall not be necessary to the validity of any such instrument or undertaldng.'
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(1) The provisions of Article V, Section 13 of the By -Laws, and
(if) A copy of the powerof-attomey appointment, executed pursuant thereto, and
fill) Certifying that said power-c&attomey appointment is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, Stephanie Daley -Watson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do
hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued
pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
4 2
! �'
S-0974/D$ 4/05
ra$iis
this FEB 1 4 2" day of
A04a,rW -/t/Ctf.�vk,/
STEPHANIE DALEY-WATSON, SECRETARY
Salem and the Safeco logo are registered trademarks of Safsoo Corporation.
WEB PDF
SECTION 00300
BID FORM
PROJECT: 5954 Timberline Road Widening Project
Place 215 West Mason Street, 2nd Floor
Date 2/14/06
1. In compliance with your Invitation to Bid dated January 11, 2006 and
subject to all conditions thereof, the undersigned
a (Corporation, Limited Liability Company, Partnership, Joint Venture, or
Sole Proprietor) authorized to do business in the State of Colorado
hereby proposes to furnish and do everything required by the Contract
Documents to which this refers for the construction of all items listed
)n the following Bid Schedule or Bid Schedules.
2. The undersigned Bidder does hereby declare and stipulate that this
proposal is made in good faith, without collusion or connection with any
other person or persons Bidding for the same Work, and that it is made in
pursuance of and subject to all the terms and conditions of the
Invitation to Bid and Instructions to Bidders, the Agreement, the
detailed Specifications, and the Drawings pertaining to the Work to be
done, all of which have been examined by the undersigned.
3. Accompanying this Bid is a certified or cashier's check or standard Bid
bond in the sum of 5% GAB
($ ) in accordance with the Invitation To Bid and Instructions
to Bidders.
4. The undersigned Bidder agrees to execute the Agreement and a Performance
Bond and a Payment Bond for the amount of the total of this Bid within
fifteen (15) calendar days from the date when the written notice of the
award of the contract is delivered to him at the address given on this
Bid. The name and address of the corporate surety with which the Bidder
proposes to furnish the specified performance and payment bonds is as
follows: Safeco Insurance Company of America, Safeco Plaza, Seattle, WA 98185
5. All the various phases of Work enumerated in the Contract Documents with
their individual jobs and overhead, whether specifically mentioned,
included by implication or appurtenant thereto, are to be performed by
the CONTRACTOR under one of the items listed in the Bid Schedule,
irrespective of whether it is named in said list.
6. Payment for Work performed will be in accordance with the Bid Schedule or
Bid Schedules subject to changes as provided in the Contract Documents.
7. The undersigned Bidder hereby acknowledges receipt of Addenda No.
1 through Z
7/96 Section 00300 Page 1
a- dID o(.HEDULE (Base Bid)
Project: Timberline Road Widening Project
Date: 01/112006
Spec/Item Description Estimated Unit Unit Cost Item Cost
Number Quantity
202-01
Remove Pipe (RCP, CMP, PVC)
1,361
202-02
Remove Curb and Gutter
2,456
202-03
Remove Sidewalk, Crosspan, Driveway
14,757
202-04
Rotomill Asphalt Pavement (Profile 0" - 3" Avg. Depth
13,206
202-05
Rotomilf Asphalt Pavement 14 112" - 5 1/2" Depth)
36,190
202-06
Remove Asphalt Bike Path Pavement
1,068
202-07
Remove Concrete Median and 18" Oulfall Curb
3,929
202-08
Remove Parapet Wall and Railing
120
202-09
Remove Irrigation Structure
6
202-10
Remove Fence - (Various Types)
1,215
202-11
Remove Existing Area Inlet
3
202-12
Remove Bollards (Various Locations)
18
202-13
Remove Sprinklers @ Gas Metering Station
1
202-14
Remove Existing Sidewalk Chase
2
202-15
Remove Light Pole Base (Top T and Haul Off -Site)
4
202-16
Remove Temporary Roadway for Traffic Switch
2.000
202-17
Remove Landscape Timbers
1
202-18
Remove Water Service/Abandon at Main
1
202-19
Remove Rip Rap Areas
10
202-20
Remove FES
2
202-21
Remove Gravel Driveways
694
202-22
Remove Landscaping in the North Median at Drake and Timberline Intersections
1
202-23
Remove Existing Concrete Curb -Cut and Channel
1
202-24
Abandon Existing Area Inlet, Cap Existing 4' Pipe at Each End
1
202-25
Remove Existing COFC Fire Hydrant
1
202-26
Abandon Existing Curb -Stop and Water Meter at Main
1
202-27
Remove Existing 15' Type R Inlet
1
202-28
Remove Existing 5' Type R Inlet
3
202-29
Remove Existing 5' Type R Inlet Top
1
202-30
Remove Tree Stumps (Avg. Width = 48")
5
LF
10.40
14,154.40
LF
1.75
4,298.00
4F
0.35
5,164.95
Sv
1.95
25,751.70
Sv
2.50
90,475.00
Sv
2.30
2,456.40
SF
0.70
2,750.30
LF
66.95
8,034.00
EA
407.40
2,444.40
LF
0.55
668.25
EA
407.40
_1,222.20
EA
71.40
1,285.20
LS
582.75
582.75
LS
110.25
110.25
EA
543.90
2,175.60
Sv
4.45
8,900.00
LS
189.00
189.00
EA
568.05
568.05
Sv
15.55
155.50
EA
181.65
363.30
Sv
0.40
277.60
LS
6363.00
6,363-00
EA
357.00
357.00
EA
452.55
452.55
EA
1016.40
1016.40
EA
407.40
407.40
LS
588.00
588.00
EA
456.75
1,370.25
EA
1559.25
1,559.25
EA
226.80
1,134.00
Section 00300 Page 2
P, n -ct
I;,nberline Road Widening Project
rj lw
II11,2006
SpeciItem
Description
Estimated
Unit
Unit Cost
Item Cost
Number
quantity
203-01
Unclassified Excavation(Includes Slope+ Detention Ponds)
19,498
CY
4.05
78,966.90
203-02
Embankment - (CIP)
21,695
CY
3.20
69,424.00
203-03
Borrow Suitable Fill Material
2,197
CY
6.20
13, 621.40
203-04
Topsoil (Stripping, Stockpiling, Placing) - Top 6"
12,216
CY
4.50
54,972.00
203-05
Muck Excavation - (CIP)
200
CY
24.40
4,840.00
203-06
Borrow ABC (Class 5 or 6)
300
TON
12.50
3,750.00
20307
Median Splashblock Shaping (CIP)
9,954
SF
0.95
9,456.30
203-08
Flow Fill Shallow Utilities
400
LF
1.24 . 70
9,880.00
203-09
Median Fill
1,106
CY
4-9
5,308.80
203-10
Import Topsoil (Screened) -3" Depth
941
CY
23.25
21,878..25
203-11
Swale GradinglShaping/Blue Tops
3,500
LF
1.75
6,125.00
203-12
Regrade Irrigation Ditch
50
LF
3.45
172.50
203-13
Potholing
1
Ls
6300.00
6,300.00
203-14
Temporary Roadway for Traffic Switch
1
LS
3522.65
3,522.65
203-15
Flow Fill Under Exposed Aggregate for Glue Down Median
274
CY
92.15
25,249.10
203-16
Flow Fill Under Exposed Aggregate on the Prospect Median
138
CY
94.35
13,020.30
206-01
Structure Excavation
1,167
CY
5.80
6,768.60
206-02
Structure Backfll (On -Site Fill)
282
CY
15.00
4,230.00
206-03
Structure Backfill Flow Fill
500
CY
66.35
33,175.00
206-04
Dewatenng
1
Ls
27172.95
27,172.95
206-05
Haul and Dispose
885
CY
3.70
3,274.50
206-06
Structure Muck Excavation
444
CY
6.60
2,930.40
208-01 Erosion Control
208-02 Straw Bales (Sets of 4)
208-03 Soil Retention Blanket (Photo Dissolve)
210-01 Adjust Manhole Frame
210-02 Modify Manhole
210-03 Adjust Valve Box
1 Ls 7350.00 7,350.00
25 EA 42.00 1,050.00
1,200 BY 1.60 1,920.00
30 EA 340.00 10,200.00
2 EA 1159.20 2,318.40
32 EA 180.00 5,760.00
Section 00300 Page 3
Project: Timberline Road Widening Project
Date. r!1112006
Spec!Item
Number
Description
Estimated
Quantity
Unit
Unit Cost
Item Cost
210-04
Relocate Mailboxes
2
EA
210.00
420.00
210-05
Relocate COFC Water Meter, Manhole and Sprinkler Valve It 12 LF)
1
EA
3540.60
3, 540. 60
210-06
Relocate COFC Fire Hydrant
6
EA
2580.90
_ 15,485.40
210-07
Relocate COFC CP Test Station
9
EA
105.00
945.00
210-08
Relocate 3-Rail Dowel Fence
570
LF
6.25
3,562.50
210-09
Irrigation Service 1"
4
EA
1123.50
4,494.00
210-10
Raise Existing Fire Hydrant (Approximately 12")
1
EA
502. 95
502.95
210-11
Relocate COFC Vent Pipe
5
EA
1137.15
5,685.75
210-12
Adjust Existing Gas Valve with Nut Extension
1
EA
315.00
315.00
210-13
Relocate Existing Water Manhole (34 LF of DIP)
1
EA
2102.10
2,102.10
304-01 Aggregate Base Course (CI 5 or 6) - 9" Depth - (CIP)
304-02 ABC - (CI 5 or 6) - 9" Depth - (CIP) - Patch Placement
304-02 Shouldering (CI 5 or 6)-4"Depth
306-01 Sidewalk Preparation
307-01 Fly Ash Sub -Grade Stabilization
403-01 Hot Bituminous Pavement - Grading S - 3" Depth (PG 64-28)
403-02 Hot Bituminous Pavement - Grading SG - 3" Depth (PG 64-22)
Er ! J-72
403-03 Hot Bituminous Pavement - Grading S - (3" Depth) Temporary (OG 64-28)
403-04 HBP Paver Patch - Grading S - (3" Depth) - (PG 64-28)
403-05 HBP Paver Patch - Grading SG - (3" Depth) - (PG 64-22)
403-06 HBP Hand Patch - Grading S - (3" Depth) - (PG 64-28)
403-07 HBP Hand Patch - Grading SG - (4" Depth) - (PG 64-22)
403-08 HBP Hand Patch - Grading SG - (6" Depth) - (PG 64-22) - Temporary Patch
412-01 Concrete Paving (10" Thick)
502-01 Pile Driving (HP 12X53)
502-02 End Plates and Tips
32,085
TON
10.90
349,
726.50
976
TON
18.80
18,348.80
100
TON
15.45
1,545.00
6,973
Sv
1.95
13,597.35
66,019
Sr
4.85
320,192.15
11,729
TON
49.20
577,066.80
9,607
TON
39.10
375,633.70
1,000
TON
41.60
41,
600.00
314
TON
54.30
17,050.20
314
TON
46.60
14,632.40
14
TON
145.85
2,041.90
14
TON
115.20
1,612.80
173
TON
83.80
14,497.40
323
SY
59-90
19,347.70
1
Ls
36873.90
36,873.90
36
EA
124.95
4,498.20
Section 00300 Page 4
rroject. Timberline Road Widening Project
Dalr,. 011111200.
Spedltem
Number
Description
Estimated
Quantity
Unit
Unit Cost
Item Cost
506-01
Rip Rap 150X5OX3
1
Ls
45847.20
45,847.20
506-02
6X6X18 Type L Rip Rap with 6' Topsoil Cover
10
EA
222.60
2,226.00
506-03
8X8X24 Type M Rip Rap
2
EA
357.00
714.00
506-04
24" Hand Placed Type M Rip Rap per Spring Creek Trail Detail
100
LF
45.40
4,540.00
515-01
Waterproofing Membrane
597
SY
13.40
7,999.80
601-01
Bridge Exl�nsion For Spring Creek
1
Ls
451320.20
451, 320.20
603-01
15" Class III RCP
90
LF
33.65
3,028.50
603-02
18" Class III RCP
1,843
LF
32.70
60,266.10
603-03
24" Class III RCP
1,017
LF
36.75
37,374.75
603-04
30" Class III RCP
688
LF
61.15
42,071.20
603-05
36' Class It RCP
188
LF
94.30
17,728.40
603-06
14" X 23" Class If HERCP
159
LF
53.50
8,506.50
603-07
19" X 30" Class III HERCP
135
LF
53.80
7,263.00
603-08
15" Class III RCP- FES
2
EA
405.30
810.60
603-09
18" Class III RCP- FES
10
EA
452.55
4,525.50
603-10
18" Class III RCP - FES with 14" orifice plate
1
EA
673.05
673.05
603-11
24" Class III RCP -FES
i
EA
572.25
572.25
603-12
14" X 23" Class III HERCP - FES
1
EA
438.90
438.90
603-13
4" PVC Schedule 40 Irrigation Sleeving
300
LF
7.90
-.2 , 3 70 . 00
603-14
4" Median Under Drain Pipe System (Perorated Pipe wrapped in weed barrier)
1,583
LF
12.65
20,024.95
603-15
4" Median Under Drain Pipe System (Solid Pipe)
293
LF
9.50
2,783.50
603-16
Tie 30" RCP to Existing Area Inlet
1
EA
745.50
745.50
603-17
Bore(@27 Deep)12' PVC Sanitary Sewer across Timberline Road
194
LF
396.70
76,959.80
603-18
4" Under Drain Connection
2
EA
126.00
252.00
603-19
3" Perorated Pipe Wrapped in weed barrier
1,551
LF
2.05
3,179.55
604-01
5'TypeRInlet
3
EA
3306.45
9,919.35
604-02
10' Type R Inlet
2
EA
6890.10
13,780.20
604-03
15' Type R Inlet
3
EA
7044.45
21, 133.35
604-04
Modified 15' Type R Inlet
i
EA
6851.25
6,851.25
604-05
4'DlameterManhole
20
EA
1811.25
36,225.00
Section 00300 Page 5
Prejeet. 1,mberhne Road Widening Project
D,lr_ ut, I V2006
Spec/item
Number
Description
Estimated
Quantity
Unit
Unit Cost
Item Cost
604-06
5' Diameter Manhole
7
EA
2409.75
16,868.25
604-07
Irrigation Ditch Box Connection
1
EA
1160.25
1,160.25
604-08
Area Inlet Lids (Grated Top)
2
EA
498.75
997.50
604-09
Concrete Sidewalk Culvert (10') - on existing curb
1
EA
2412.40
2,412.40
604-10
Concrete Sidewalk Culvert (9)
2
EA
1090.70
2,181.40
604-11
Concrete Cap (Per Detail)
120
SF
6.05
726.00
r04-12
Gruen-!^ Headwall (Per Detail
1
LS
1626.35
1,626.35
606-01
Guardrail
141
LF
54.80
7,726.80
606-02
End Anchor
4
EA
1244.25
4,977.00
607-01
3 Rail Dowel Fence with no climb fabric
304
LF
11.00
3,344.00
607-02
Orange Safety Fence
1,035
LF
2.10
2,173.50
608-01
7' Detached Concrete Sidewalk (6")
60,035
SF
2.75
1372596.25
608-02
Attached Concrete Sidewalk (6") - Widths Vary
12,725
SF
2.75
34,993.75
608-03
Concrete Access Ramps (8") with Truncated Dome Warring Panels
9,268
SF
7.90
73,217.20
608-04
Concrete Drive Approach and Concrete Driveway (6")
600
SF
3.40
2,040.00
608-05
Pedestrian Refuge Islands (6")
700
SF
5.65
3,955.00
608-06
Hi -Early Concrete (24 hr.)
200
CY
104 . 50
20,900.00
608-07
Flow Fill Concrete
2,636
CY
52.80
139,180.80
608-08
Colored Concrete Bike Path (5" Fibermesh)
8,400
SF
4 . 50
, 37 , 800 , 00
609-01
Vertical Curb and Gutter (30")
10,967
LF
9.05
99,251.35
609-02
Outfall Curb and Gutter (18")
7,570
LF
9.25
70,022.50
609-03
Rollover Curb and Gutter (18")
120
LF
10.70
1,284.00
609-04
Driveway Curb Cuts (30' Wide)
2
EA
409.05
818.10
609-05
Concrete Median Curb (Epoxied)
2,217
LF
8.95
19,842.15
Section 00300 Page 6
Project: Timberline Road Widening Project
Date: 01/11/2006
SpectItem
Number
Description
Estimated
Quantity
Unit
Unit Cost
Item Cast
609-06
Exposed Aggregate Concrete Median Splashblock for Glue Down Median
7,373
SF
4.45
32,809.85
609-07
Exposed Aggregate Concrete Median Splashblock (4")
13,631
SF
4.00
54,524.00
609-08
R&R vertical Curb and Gutter
150
LF
24.85
3,727.50
609-09
R&R Concrete Sidewalk
300
SF
5.25
1,575.00
609-10
R&R Splashblock
800
SF
7.05
5,640.00
619-01
8" DIP CL-52 Water Main
249
LF
47.25
11, 765.25
F19-02
24"X 8" Tapping Saddle
4
EA
3659.25
14,637.00
619-03
8" X 2" Blow -Off w/Thrust Block
4
EA
420.00
1,680.00
619-04
8" Gate valve and box
4
EA
974.40
3,897.60
619-05
1" Copper Irrigation Service
32
LF
16.45
526.40
619-06
1" Curb Stop
4
EA
139.65
558.60
619-07
1" Meter Pit w/V Yoke
4
EA
355.95
1,423.80
619-08
1' Corp Stop
4
EA
365.40
1,461.60
619-09
6"DIP (CL-52 Water Main)
10
LF
55.75
557.50
619-10
Fire Hydrant Assembly (Per Detail)
1
EA
3333.75
3,333.75
Subtotal Timberline Road Widening Quantities: $ 4,176,572.65
Landscaping
Quantities:
2810-01
Irrigation
1
Ls
43552.95
43,552.95
2900-01
PatmoreAsh
11
EA
357.00
3,927.00
2900-02
Marshall Ash
11
EA
357.00
3,927.00
2900-03
Western Catalpa
11
EA
325.50
3,580.50
2900-04
Cudleaf Mountain Mahogany
15
EA
27.30
409.50
290405
Pawnee Buttes Western Sand Cherry
105
EA
28.60
3,003.00
2900-06
Bright Red Shrub Rose
154
EA
30.75
4,735.50
2900-07
Morden Sun Rise Rose
122
EA
30.75
3,751.50
2900-08
Hughes Juniper
46
EA
27 . 85
1,281.10
Section 00300 Page 7
Project: Timberline Road Widening Project
Date. 01/11/2006
SpeciItem
Number
Description
Estimated
Quantity
Unit
Unit Cost
Item Cost
2900-09
Buffalo Juniper
144
EA
27.85
4,010.40
2900-10
Broadmoor Juniper
150
EA
26.50
3,975.00
2900-11
Landscape Cobbles (CIP 6"-9" Size)
74
TON
81.60
6,038.40
2900-12
MSE 8"-18" Block Wall
85
LF
36.90
3,136.50
2900-13
Topsoil - 60/40 Compost Mix for Medians
3780
CY
22.85
86,373.00
2900-14
Wood Mulch
34.098
SF
0.55
18, 753. 90
Subtotal Timberline Road Widening Landscaping Quantities: $ 190,455.25
Miscellaneous Quantities:
- Contract Bond 1 Ls 56054.80 56,054.80
625-01 Construction Surveying 1 Ls 60875.95 60,875.95
626-01 Mobilization 1 Ls 24358.95 24,358.95
630-01 Type III Barricades
630-02 Message Boards
630-03 Jersey Barriers (25 Barriers for approximately 4 months
630-04 Flaggers
630-05 Traffic Control
Subtotal Timberline Road Widening Misc. Quantities:
20 SECTION 183.75 3,675.00
70 DAY 131.25 9,187.50
200 LF 34.15 6,830.00
Soo
HOURS 19.15 5,745.00
1 LS 180295.40 180,295.40
Four Million Seven Hundred -Fourteen Fifty Dollars
Fif tv Cents
347
4,714,050.50
Section 00300 Page 8