HomeMy WebLinkAboutresolution.council.097-03 RESOLUTION NO. ~
Series of 2003
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO,
APPROVING A CONTRACT FOR CONSTRUCTION OF CEMETERY LANE
PHASE 2-2, BETWEEN THE CITY OF ASPEN AND BTE CONCRETE
FORMWORK, LLC, AND AUTHORIZING THE MAYOR OR CITY MANAGER TO
EXECUTE SAID AGREEMENT ON BEHALF OF THE CITY OF ASPEN.
COLORADO.
WHEREAS, there has been submitted to the City Council a Contract for
Construction of Cemetery Lane Phase 2-2, between the City of Aspen and BTE Concrete
Formwork, LLC, a tree and accurate copy of which is attached hereto as Exhibit "A";
NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY
OF ASPEN, COLORADO:
That the City Council of the City of Aspen hereby approves that Contract for
Construction between the City of Aspen and BTE Concrete Formwork, LLC, a copy of
which is annexed hereto and incorporated herein, and does hereby authorize the Mayor or
City Manager to execute said agreement on behalf of the City of Aspen.
INTRODUCED, READ AND ADOPTED by the City Council of the City of
Aspen on the [ ~ day of ~.4~2h81~, 2003.
I, Kathryn S. Koch, duly appointed and acting City Clerk do certify that the
foregoing is a true and accurate copy of that resolution adopted by the City Council of the
City of Aspen, Colorado, at a meeting held on the d~_~ ~.,~ ~~2~'~J~ ~
Kathryh S. ~56ch, C~ty Clerk ~
Attachments:
Attachment A- Contract for Construction-Option 1
Attachment B- Contract for Construction-Option 2
Attachment C- Staff memorandum, re: Cemetery Lane Phase 2-2 pricing
options, dated 9/29/03
Attachment D- Work scope outline for Option 1 and Option 2 from BTE
Concrete Formwork LLC
Attachment E- Phase 2 Cemetery Lane project budget Option ! dated
10/6/03
Attachment F-Phase 2 Cemetery Lane project budget Option 2, dated
10/6/03
Attachment G- Photo-realistic sketch of trail section showing
mechanically stabilized earth (MSE) support wall and structurally
elevated trail section.
4
Attachment C
MEMORANDUM
To: Ed Sadler, Asset Manager
Jeff Woods, Parks and Recreation Director
From: Ben Ludlow, Project Manager
Date: September 29, 2003
Re: Cemetery Lane Phase 2-2 Pricing Options
Since receiving the only bid of 2.188 million dollars for the Phase 2-2 portion of Cemetery Lane,
many options for price reduction have occurred. Many of the price reduction are directly related
to changes in specifications and design. The following initially details these changes.
1. Allow for pier footings and pier caps. This will minimize the requirement for drilling each
pile and allow for a larger tolerance. Currently no pile driving company will drive piles
based on the tight tolerances and drilling only will occur.
· Approximate savings: $350,000 - $400,000
2. Allow for non-CDOT specification MSE wall. BTE proposes using Dotsero Block that has a
higher absorption rate than the standard CDOT approved block. This block is commonly
used all over Colorado for different municipalities and private ownership. Nick Senn from
Turner Coliie and Braden has stated that the block is most likely acceptable and could work
easily in this situation.
· Approximate savings: $20,000-$60,000
3. Allow for major concrete construction to take place in the spring of 2004, No temporary
construction heating will be necessary to properly Place a concrete decking.
· Approximate savings: $7,000
4. Remove the bridge crossing the Roaring Fork River. Currently there is a side~valk on the
existing bridge across the river. The trail could be re-routed to tie into the side~valk and them
in future years the bridge could be constructed.
· Approximate savings: $160,000
5..Remove Epoxy Pavement Marking from the contract. Each time we put down epoxy
pavement marking snowplows destroy it. Each spring the Streets Department comes back
and repaints the crosswalks. This should be done in house in the spring of 2004.
· Approximate Savings: $28,000
6. Precast all deck sections off site - ie. Rifle during the winter and ship up in Spring.
· Approximate Savings: $150,000
7. Remove 9.5 tons of pavement and include an allowance to determine damaged areas at
completion of job.- No savings anticipated
Attachment D
P.O. Box 1944 · Glenwood Springs, Colorado 81602 · 970-945-2431 · Colorado Wats 1-800-332-4920 · FAX 970-945-8245
September 29, 2003
City of Aspen
130 South Galena Street
Aspen, CO 81611'-1975
Arm: Benjamin Ludlow, EIT
Re: Cemetery Lane Trail Improvement Project Phase 2-2
Dear Mr. Ludlow.
BTE Concrete Formwork LLC is pleased to offer two pricing options for the referenced project.
Attached please find two schedules of value, one includes the smaller Bridge B the other does not.
As we discussed last Thursday, these proposals anticipate that we will make some changes to the
current design and specifications:
The substructure remains deep piling, but not continuous to the superstructure. We will cap the
pile with concrete and attach prefabricated steel bents to the concrete pile caps. I have discussed
this idea with the designer and understand it will work structurally. We do not include the cost of
this redesign in these proposals.
The typical superstructure spans are changed from steel beams to precast concrete. We have not
completed this design, but the geometry of the end product will be the same or very similar to the
sketch I provide to you az our meeting. That sketch showed a cast-in-place closure pour that will
be eliminated from the final design. We do include the cosz of this redesign. We will submit
stamped drawings for approval by The City and your design engineer. We will not become the
engineer of record.
The majority of the on-site work will be performed next construction season instead of this winter.
We have added or deleted the appropriate bid items to the attached schedules of value. If you have
questions or comments, please do call.
Respectfully,
Terry Ostrom
General Manager
Attachments
ITEM DESCRIPTION QTY. U.O,M. U.P. EXTENSION
202 Clearing and Grubbing 1 LS $5,000.00 $ 5,000.00
202 Removal of Fence 6 LF $10.00 $ 60.00
203 Unclassified Excavation (Complete in Place) 243 CY $31.00 $ 7,533.00
206 Mechanical Reinforcement of Soil 133 CY $60.00 $ 7,980.00
207 Topsoil (Complete in Place) 28 CY $85.00 $ 2~380.00
208 Silt Fence 290 LF $6.00 $ 1,740.00
208 Erosion Log 20 EA $40.00 $ 800.00
210 Reset Fence 33 LF $22.00 $ 726.00
210 Reset Mailbox Structure (Type 3) 1 EA $200.00 $ 200.00
304 Aggregate Base Course (Class 6) 102 CY $65.00 $ 6,630.00
502 Pile Tip 36 EA $120.00 $ 4,320.00
502 Steel Pile (HP 12x53) 1296 LF $100.00 $ 129,600.00
504 (MSE) Wall (Modular Block) 2610 SF $92.00 $ 240,120.00
504 Boulder Retaining Wall 380 SF $12.00 $ 4,560,00
506 Riprap (9 Inch) 2 CY $60.00 $ 120.00
514 Pedestrian Railing (Weathering Steel) (Brdg) 1082.65 LF $150.00 $ 162,397.50
514 Pedestrian Railing (Weathering Steel) (Wall) 333,33 LF $155.00 $ 51,666.15
601 Concrete Class B (Bridge) (Colored) 63.75 CY $700.00 $ 44,625.00
601 Concrete Class D (Bridge) (Colored) 206 CY $1,240.00 $ 255,440.00
601 Concrete Class D (Colored) 56 CY $560.00 $ 31,360.00
601 Concrete Class D (Pile Caps) 21 CY $2,400.00 $ 50,400.00
603 Reinforcing Steel (Epoxy Coated) 20940 LB $0.80 $ 16,752.00
606 End Anchorage (Non Flared) (Weath. Steel) 2 EA $2,400.00 $ 4,800.00
606 Grdrail Type 3 (6-3 Post Space) (Weath. Stl) 462.5 LF $24.00 $ 11,100.00
608 Concrete Bikeway (6 Inch) (Colored) 157 SY $62.00 $ 9,734.00
609 Curb and Gutter (Spill Type) (Colored) 333 LF $23.00 $ 7,659.00
609 Gutter Type 2 (2 Foot) (Colored) 335 LF $18.00 $ 6,030.00
614 Sign Panel (Class 1) 5.5 .SF $30.00 $ 165.00
614 Timber Sign Post 4x4 Inch 22 LF $27.00 $ 594.00
625 Construction Surveying 1 LS $24,000.00 $ 24,000.00
626 Mobilization 1 LS $155,000.00 $ 155,000.00
630 Construction Zone Traffic Control 1 LS $93,000.00 $ 93,000.00
TOTAL BID - WITHOUT BRIDGE B $1,336,491.65
ITEM DEscRIPTION QTY. U.O.M. U~P. EXTENSION
202 Clearing and Grubbing 1 LS $5,000.00 $ 5,000.00
202 ~Removal of Fence 6 LF $10.00 $ 60.00
203 Unclassified Excavation (Complete in Place) 243 CY $31.00 $ 7,533.00
206 Mechanical Reinforcement of Soil 133 CY $60.00 $ 7,980.00
207 Topsoil (Complete in Place) 28 CY $85.00 $ 2,380.00
208 Silt Fence 290 LF $6.00 $ 1,740.00
208 Erosion Log 20 EA $40.00 $ 800.00
210 Reset Fence 33 LF $22.00 $ 726.00
210 Reset Mailbox Structure (Type 3) 1 EA $200.00 $ 200.00
304 Aggregate Base Course (Class 6) 102 CY $65.00 $ 6,630.00
502 Pile Tip 36 EA $120.00 $ 4,320.00
502 Steel Pipe Pile (12-3/4 x 0.375) 416 LF $38.00 $ 15,808.00
502 Steel Pile (HP 12x53) 1296 LF $100.00 $ 129,600.00
504 (MSE) Wall (Modular Block) 2610 SF $92.00 $ 240,120.00
504 Boulder Retaining Wall 380 SF $12.00 $ 4,560.00
506 Riprap (9 inch) 31 CY $60.00 $ 1,860.00
514 Pedestrian Railing (Weathering Steel) (Brdg) 1082.65 LF $150.00 $ 162,397.50
514 Pedestrian Railing (Weathering Steel) (Wall) 333.33 LF $155.00 $ 51,666.15
601 Concrete Class B (Bridge) (Colored) 77.75 CY $700.00 $ 54,425.00
601 Concrete Class D (Bridge) (Colored) 206 CY $1,240.00 $ 255,440.00
601 Concrete Class D (Colored) 56 CY $560.00 $ 31,360.00
601 Concrete Class D (Pile Caps) 21 CY $2,400.00 $ 50,400.00
602 Reinforcing Steel 1144 LB $0.75 $ 858.00
603 Reinforcing Steel (Epoxy Coated) 20940 LB $0.80 $ 16,752.00
606 End Anchorage (Non Flared) (Weath. Steel) 2 EA $2,400.00 $ 4,800.00
606 Grdrail Type 3 (6-3 Post Space) (Weath. Stl) 462.5 LF $24.00 $ 11,100.00
608 Concrete Bikeway (6 Inch) (Colored) 157 SY $62.00 $ 9,734.00
609 Curb and Gutter (Spill Type) (Colored) 333 LF $23.00 $ 7,659.00
609 Gutter Type 2 (2 Foot) (Colored) 335 LF $18.00 $ 6,030.00
614 Sign Panel (Class 1) 5.5 SF $30.00 $ 165.00
614 Timber Sign Post 4x4 Inch 22 LF $27.00 $ 594.00
625 Construction Surveying 1 LS $24,000.00 $ 24,000.00
626 Mobilization 1 LS $155,000.00 $ 155,000.00
628 Bddge Girder and Deck unit (150 FT) I EA $132.000.00 $ 132.000.00
630 Construction Zone Traffic Control 1 LS $93.000.00 $ 93.000.00
TOTAL BID - WITH BRIDGE B $1 496.697.65
Attachment E
CEMETERY LANE PHASE 2 TRAIL PROJECT
Comprehensive Phase 2 Project Budget. OPTION 1 Aspen Parks & Asset Departments
6-Oct-03
EXPENDITURE TOTAL COST
PHASE 2 DESIGN
Geotechnical Engmeer/ng (Phase 2-River cross 1 Allow 488.00
Survey (2003 additional areas) 1 Allow 931.00
Engineering Fees:Phase 2 C.D.'s I Allow 75.000.00
Engineering Fees:Phase 2 C.O. (2003 est.) 1 Allow 8.000.00
Consultant Fees:PitCO 1041 Hazard Review 1 Allow 11.822.00
& CMAQ grant acquisition
Consultant Fees:PitCO 1041 Hazard Review 1 Allow 363.00
PitCO 1041 Hazard Review Fee 1 Allow 1,750.00
Total Phase 2 Design 98.354.00
PHASE 2 CONSTRUCTION COST (estimated)
Ph. 2 private property easement payments I Allow 4.000.00
Ph. 2-1 construction cost estimate. 7/21/03 I Allow 262.000.00
Ph. 2-2 construction bid. 9/29/03 1 Allow 1 ~336.491.00
Ph. 2-2 asphalt repair contingency 1 Allow 21.000.00
Ph. 2-2 River crossing bridge. 9/29/03 1 Allow 0.00
Ph. 2 sewer line relocation & protection invoice 1 Allow 125,958.00
Ph. 2 Design Project Manage (city staffl 1 Allow 6.000.00
Ph. 2 Const. Management (city staff) 1 Allow 35.000.00
Total Phase 2 Construction Costs 1,790,449.00
Phase 2 Design & Construction 1.888.803.00
Total Project Cost I 1'888'8°3'°°1
FUND SOURCE AMOUNT
PHASE 2 PROJECT FUND SOURCES
Balance of Phase 1 Funds 10.000.00
2001 1 '2 cent Bond 1,400,000.00
Pitkin County Open Space/Trails 150,000.00
CMAQ Grant 160,757.00
Total Phase 2 Funds 1,720.757.00
Total Required Funds ] 168,046.001
Attachent F
CEMETERY LANE PHASE 2 TRAIL PROJECT
Comprehensive Phase 2 Project Budget, OPTION 2 Aspen Parks & Asset Departments
6-Oct-03
EXPENDITURE TOTAL COST
PHASE 2 DESIGN
Geotechnical Engineering (Phase 2-River crossl 1 Allow 488.00
Survey (2003 additional areas) 1 Allow 931.00
Engine~ing Fees:Phase 2 C.D.'s 1 Allow 75,000.00
Engineering Fees:Phase 2 C.O. (2003 est.) 1 Allow 8,000.00
Consultant Fees:PitCO 1041 Hazard Review 1 Allow 11,822.00
& CMAQ grant acquisition
Consultant Fees:PitCO 1041 Hazard Review 1 Allow 363.00
PitCO 1041 Hazard Review Fee 1 Allow 1,750.00
Total Phase 2 Design 98,354.00
PHASE 2 CONSTRUCTION COST (estimated)
Pr. 2 private property easement payments 1 Allow 4,000.00
Ph. 2-1 construction cost estimate, 7/21/03 1 Allow 262,000.00
Ph. 2-2 construction b/d, 9/29/03 I Allow 1,336,491.00
Pr. 2-2 asphalt repair contingency 1 Allow 21,000.00
Ph. 2-2 River crossing bridge. 9/29/03 1 Allow 160,206.00
Pr. 2 sewer line relocation & protection invoice 1 Allow 125,958.00
Ph. 2 Design Project Manage (city start3 1 Allow 6.000.00
Ph. 2 Const. Management (city staff) 1 Allow 35,000.00
Total Phase 2 Construction Costs 1,950,655.00
Phase 2 Design & Construction 2.049.009.00
Total Project Cost I 2'049'009'001
FUND SOURCE AMOUNT
PHASE 2 PROJECT FUND SOURCES
Balance of Phase 1 Funds 10,000.00
2001 1 ~2 cent Bond 1,400,000.00
Pitkin County Open Space/Trails 150.000.00
CMAQ Grant 160,757.00
Total Phase 2 Funds 1,720,757.00
Total Required Funds I 328,252.00[
CONTRACT FOR CONSTRUCTION
THIS AGREEMENT, made and entered into on ~ by and between the CITY OF
ASPEN, Colorado, hereinafter called the "City", and BTE Concrete Formwork LLC ,
hereinafter called the "ContractoF'.
WHEREAS, the City has caused to be prepared, in accordance with the law,
specifications and other Contract Documents for the work heroin described, and has
approved and adopted said documents, and has caused to be published, in the manner
and for the time required by law, an advertisement, for the project: Cemetery Lane Trail
Improvement Project Phase 2-2, and,
WHEREAS, the Contractor, in response to such advertisement, or in response to
direct invitation, has submitted to the City, in the manner and at the time specified, a
sealed Bid in accordance with the terms of said Invitation for Bids; and,
WHEREAS, the City, in the manner prescribed by law, has publicly opened,
examined, and canvassed the Bids submitted in response to the published Invitation for
Bids therefore, and as a result of such canvass has determined and declared the
Contractor to be the lowest responsible and responsive bidder for the said WOrk and has
duly awarded to the Contractor a Contract For Construction therefore, for the sum or
sums set forth herein;
NOW, THEREFORE, in consideration of the payments and Contract for
Construction herein mentioned:
1. The Contractor shall commence and complete the construction of the Work as fully
described in the Contract Documents.
2. The Contractor shall furnish all of the materials, supplies, tools, equipment, labor and
other services necessary for the construction and completion of the Work described
herein.
3. The Contractor shall commence the work required by the Contract Documents within
seven (7) consecutive calendar days after the date of "Notice To Proceed" and will
complete the same by the date and time indicated in the Special Conditions unless the
time is extended in accordance with appropriate provisions in the Contract
Documents. See addendum #1.
4. The Contractor agrees to perform all of the Work described in the Contract
Documents and comply with the terms therein for a sum not to exceed
[One Million Four Hundred Ninety Six Thousand Six Hundred Ninety Seven
($ t,496,697) DOLLARS Or as shown on the BID prOposal.
5. The term "Contract Documents" means and includes the documents listed in the City
of Aspen General Conditions to Contracts for Construction (version GC97-2) and in
the Special Conditions. The Contract Documents are included herein by this
reference and made a part hereof as if fully set forth here.
6. The City shall pay to the Contractor in the manner and at such time as set forth in the
General Conditions, unless modified by the Special Conditions, such amounts as
required by the Documents.
7. This Contract For Construction shall be binding upon all parties hereto and their
respective heirs, executors, administrators, successors, and assigns. Notwithstanding
anything to the contrary contained herein or in the Contract Documents, this Contract
For Construction shall be subject to the City of Aspen Procurement Code, Title 4 of
the Municipal Code, including the approval requirements of Section 4-08-040. This
agreement shall not be binding upon the City unless duly executed by the City
Manager or the Mayor of the City of Aspen (or a duly authorized official in his/her
absence) following a resolution of the Council of the City of Aspen authorizing the
Mayor or City Manager (or a duly authorized official in his/her absence) to execute the
same.
8. This agreement and all of the covenants hereof shall inure to the benefit of and be
binding upon the City and the Contractor respectively and their agents,
representatives, employees. Successors, assigns, and legal representatives. Neither
the City nor the Contractor shall have the right to assign, transfer or sublet his or her
interest or obligations hereunder without the written consent of the other party.
9. This agreement does not and shall not be deemed or construed to confer upon or
grant to any third party or parties, except to parties to whom the Contractor or the City
may assign this Contract For Construction in accordance with the specific written
consent, any rights to claim damages or to bring suit, action or other proceeding
against either the City or the Contractor because of any breach hereof or because of
any of the terms, covenants, agreements or conditions herein contained.
10. No waiver of default by either party of any terms, covenants or conditions hereof to be
performed, kept and observed by the other party shall be construed, or operate as, a
waiver of any subsequent default of any of the terms, covenants or conditions herein
contained, to be performed, kept and observed by the other party.
11. The parties agree that this Contract For Construction was made in accOrdance with
the laws of the State of Colorado and shall be so construed. Venue is agreed to be
kept exclusively in the courts of Pitkin County, Colorado.
12. In the event that legal action is necessary to enforce any of the provisions of this
Contract for Construction, the prevailing party shall be entitled to its costs and
reasonable attomey's fees.
13. This Contract For Construction was reviewed and accepted through the mutual efforts
of the parties hereto, and the parties agree that no construction shall be made or
presumption shall arise for or against either party based on any alleged unequal
status of the parties in the negotiation, review or drafting of this Contract For
Construction.
14. The undersigned representative of the Contractor, as an inducement to the City to
execute this Contract For Construction, represents that he/she is an authorized
representative of the Contractor for the purposes of executing this Contract For
Construction and that he/she has full and complete authority to enter into this Contract
For Construction for the terms and conditions specified herein.
IN WITNESS WHEREOF, the parties agree hereto have executed this Contract For
Construction on the date first above written.
ATTESTED BY: CITY OF ASPEN, CO~ LORADO
RECOMMENDED fOl~ APPROVAL: APPROVED AS TO FORM:
City Engineering Department
A-I-i-ESTED BY: LORNA BECVARIK, NOTARY CONTRACTOR: BTE CONCRETE FORMWORK, LLC
Title:
Note: Certification of incorporation shall be executed if Contractor is a Corporation. If a
partnership, the Contract shall be signed by a Principal and indicate title.