HomeMy WebLinkAbout2003-018 AAAmendmentNoLdoe .
AMENDMENT NO. 1
FACILITIES MAINTENANCE COMPLEX
PROJECT NO. 9820
ARTICLE 1-GENERAL
This is an Amendment to the Construction Manager at Risk Agreement(AGREEMENT)dated August 6,2002.
ARTICLE 2—CONSTRUCTION MANAGER'S BASIC SERVICES
The CONSTRUCTION MANAGER agrees to perform the construction phase services as stipulated in the AGREEMENT to
construct a new Facilities Maintenance Complex(sites 1 and 2)as detailed in the construction documents,and in accordance with
Proctor Construction's clarifications to the construction documents,dated 12/3/02,which is herein made a part of this Amendment
and is attached as Exhibit"A".
ARTICLE 5—SCHEDULE
The time for completion of the construction phase services shall be 630 calendar days.
ARTICLE 7—PAYMENTS TO CONSTRUCTION MANAGER
The COUNTY agrees to pay and the CONSTRUCTION MANAGER agrees to accept for services rendered pursuant to this
Amendment,a Guaranteed Maximum Price of$7,343,632.24,as detailed in Proctor Construction's price proposal,dated 12/3/02,
which is herein made a part of this Amendment and is attached as"Exhibit B".
ARTICLE 12-MISCELLANEOUS PROVISIONS
A. Receipt of an executed copy of this Amendment shall constitute the COUNTY'S notice to the CONSTRUCTION
MANAGER to proceed with the work.
B. All provisions of the AGREEMENT not specifically modified shall remain in full force and effect.
C. This Amendment,regardless of where executed,shall be governed by and construed according to the laws of the State of
Florida. Venue for any lawsuit brought by either party against the other party or otherwise arising out of this agreement
shall be in Indian River County,Florida,or,in the event of federal jurisdiction,in the United States District Court for the
Southern District of Florida.
IN WITNESS WHEREOF the parties hereto have executed these presents this 21-ay of January 200/
PUX_TOR CONSTRUCTION NY INDIAKRIVER C UNTY,FLORIDA
Donald Tolliver r Kenneth R.Macht,Chairman
(Corporate Seal)
ApprovedbyBCC January 21 , 2003
LL LAG Attest:Jeffrey K.Barton
William G.Collins,II,Deputy County Attorney Cie uit Court
Approved as to Form and Legal Sufficiency
Patricia Ridgely,Deputy Clerk
J es E.Chandler,County Administrator Indian River County Approved Date
Administration10-
Legal
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Le al iC
Risk 0! 9 03
Budget
Public Works z 3I
Capital Projects
Project Engineer
EXIHIBIT A
Facilities Maintenance Complex
Indian River County, Florida
Clarifications to:
Construction Management at Risk (CMAR) Agreement
Dated August 6, 2002
Project 9820
Article
2.1.9.1 Delete liquidated damages
2.2.14.3 Designated project safety director is Isaac Hilterbrand
2.2.17 No hazardous materials are identified in plans, specifications,
etc. Therefore, any hazardous material removal would be
outside guaranteed maximum price (GMP).
Clarifications to:
Contract Documents and General Requirements
Dated July 31, 2002
Project 9820
Section 00520 Agreement
Article
4.02 Change 600 to 630
4.03 Change $500.00 to $00.00.
Section 01732 Selective Demolition
Paragraph 3.5.0 Delete
12/3/02 Page 1 of 7
EXIHIBIT A
Facilities Maintenance Complex
Indian River County, Florida
Clarifications to:
Plans and Specifications
Project 9820
Division 1 —General Conditions
1. The General Conditions for the Facilities Maintenance Complex (FMC) are based on
both sites running concurrently, with site 1 starting approximately 6 to 8 months after
site 2.
2. Testing for soil compaction,paving, sub-grade, concrete, and pump mix
to be performed by Owner.
3. Site 1 —All equipment and vehicles located at the north property line of site 1 to be
removed by Owner.
4. Site 1 —Proctor Construction Company (PCC) will not be responsible for moving or
storing of any furniture for Owner.
5. A $10,000.00 savings could be realized should Owner base Performance Bond on
100% of Contract value versus 125% of Contract value.
Division 2—Sitework
1. Silt barrier for erosion control will remain in contract and only be used if
necessary to prevent erosion.
2. Asphalt paving has been deducted from contract. Owner to provide and place asphalt.
The deduct amount for both sites is $214,000.00.
3. The vertical curb has been reduced as per revised plan provided by Owner. The
deduct amount for both sites is $53,000.00.
4. Striping and pavement marking to remain in contract.
5. Site 2—The sanitary sewer line and two (2) manholes to the south end of site by fuel
depot has been deleted.
12/3/02 Page 2 of 7
EXIHIBIT A
Division 2—Sitework Cont.
6. Site 2—Owner to supply and install permanent elliptical culvert piping at north
boundary line of site along 41"street in a timely fashion as not to affect schedule of
project. If needed Owner to provide temporary culverts and entrance drives for
construction use. Head walls and piping excluded from PCC contract for a deduct of
$13,000.00.
7. Site 1 —PCC is not responsible for the removal or disposal of any 55 gallon barrels.
8. Site 1 —PCC excludes the abatement of any asbestos, lead, or refrigerants if found,
during the demolition or construction of project.
9. Site 1 —PCC is not responsible for the removal of hazardous materials or
contaminated soil.
10. Site 2—The demolition of abandoned house located at the northwest corner of site is
not shown in contract documents. There is a $5000.00 allowance for this item.
11. Site 2 Fuel Depot—Change fueling pump station from suction pumps to dispensers.
12. Add two (2)pump systems to off load tanker trucks into fuel storage tanks.
13. Change fuel storage tanks from concrete encased (fire guard) to double walled fire
rated(flame shield).
14. Eliminate two (2) -12,000 gallon fuel storage tanks.
15. Change one (1)—20,000 gallon tank to a 30,000 gallon tank for unleaded gas.
16. One (1) 20,000 gallon tank to remain as specified for diesel.
17. Tank storage slab size has increased to accommodate size of 30,000 gallon tank.
18. Kiosk and oil shed have been deleted from scope of work. The lube cube and air
station will be moved to the northeast island. This island will also be roughed in for
future dispensers.
19. The canopy size has been reduced from 122' to 114'. The fascia has been reduced from
48"to 24". The deck gauge of canopy has changed from 20 to 24 gauge.
20. The number of lights used under canopy has been reduced from 16 lights to 8 lights.
21. All sod has been changed from floratam to bahia.
22. All fencing has been changed from vinyl to galvanized.
12/3/02 Page 3 of 7
EXIHIBIT A
Division 2—Sitework Cont.
23. Site 1 —Existing perimeter fencing will remain and be re-used. PCC to add new cross
fence and gates. The deduct amount is approximately $50,000.00 per revised
plan by Owner.
24. Site 2—The permanent fence will be installed at the completion of site work. This
results in a $9000.00 savings. PCC will still carry $6000 for temporary gates and minor
temporary fencing in General Conditions.
25. Site 2—Change west entrance gates to manual rolling gates and east gates to remain
cantilever.
26. Irrigation for both sites will be modified from drawings. Irrigation will still conform to
all requirements and will be jointly revised by PCC and Owner. Guaranteed Maximum
Price (GMP) reflects base drawings.
Division 3 Concrete
No changes to Plans and Specifications.
Division 4—Masonry
No changes to Plans and Specifications.
Division 5—Metals
No changes to Plans and Specifications.
Division 6—Woods and Plastics
No changes to Plans and Specifications.
Division 7—Thermal and Moisture Protection
1. Site 1 - Bituminous damp proofing can not be found on plans.
2. Site 2 - Bituminous damp proofing was to be used on back side of lift pit wall. The lifts
have been changed to a self-contained unit, therefore there is no concrete pit and no
bituminous damp proofing needed.
3. Bentonite geotextile waterproofing with pre-fabricated drainage composite is listed in
Specifications, but cannot be found on drawings, therefore is not included in Contract.
12/3/02 Page 4 of 7
EXIHIBIT A
Division 8—Doors and Windows
1. Site 2—The finish on overhead coiling doors has been changed from a powder coat finish
to a standard prime finish.
2. Site 2—The finish on overhead coiling door guides has been changed from galvanized
finish to standard prime.
3. Aluminum storefronts to be dark bronze anodized per request for information(RFI) 4/1.
Division 9—Finishes
1. No access panels are seen in plans for drywall or plywood ceilings.
2. The rigid insulation on exterior walls has been changes to batt insulation.
3. The ceramic tile for both sites has been changed from a porcelain tile to a standard
ceramic tile. The wall tile will also be reduced to 4' from finish floor. GMP reflects base
drawings.
4. The ceramic floor tiles has been changed from a 6"x 6"porcelain to a 12"x 12" standard
ceramic tile.
Division 10—Specialties
1. Visual display boards are listed in specifications, but cannot be found in plans. Display
Boards are not included in Contract.
2. PCC has not been able to locate any fire extinguishers on plans. There is a $6000.00
allowance for this item.
3. Window treatments are not included in this Contract.
Division 11 —Equipment
1. PCC has not been able to locate any projection screens on plans. There is a$1000.00
allowance for this item.
Division 12—Furnishings
Non-Applicable
Division 13—Special Construction
12/3/02 Page 5 of 7
EXIHIBIT A
1. Pre-engineered metal building design has changed. The facade and hidden gutter has
been deleted. A color band will be used with exposed gutter.
Division 14—Conveying Systems
1. Lift quantities vary between plans and specifications. Lift pricing is based on quantities
given by Owner. Five (5) (MOD 30) 50,000 lb. built in lifts, one (1) 15,000 lb surface
mounted post lift and one (1) 18,000 lb. surface mounted post lift.
2. The 50,000 pound built in lifts has been changed from specifications as directed by
Owner. The surface mounted lifts are as specified.
3. Owner is responsible for disconnecting, moving, and re-installing all existing lifts to be
relocated from Public Works.
Division 15—Mechanical
1. The sanitary piping above slab has been changed from cast iron to PVC.
2. Plumbing fixtures to change to commercial grade fixtures upon approval of shop
drawings.
3. Protection of P-traps water seal from evaporation by way of safe waste or deep seal traps
to be used as per 2001 State Code.
4. PVC piping for slab on grade rough-ins will not be sleeved at concrete floors.
5. All tests to be performed as per local jurisdiction with 24 hour notice.
6. Painting of exposed PVC vent pipes not included.
7. Per specification Section 15410 1.8, excess materials to be furnished by subcontractor for
first year during warranty period.
Division 16—Electrical
1. Delete coordination drawings.
2. Delete coordination study/short circuit.
3. Delete submittals on: dimmer system, voice data, paging, tv system, under floor raceway
system, security system, VFD's, lightning protection system, and energy management
system.
4. Delete load calculations on panel schedules.
5. Delete testing as requested in specification 16410, 16420 and 16442.
12/3/02 Page 6 of 7
EXIHIBIT A
6. Delete concrete encasement of conduit and duct banks for site electric.
Division 16—Electrical Cont.
7. As-built drawings to be completed on common as-built plan.
8. Install fire alarm per fire alarm contractor(Simplex) specifications.
9. Site 1 and 2—$10,000.00 allowance for motor starters.
12/3/02 Page 7 of 7
EXHIBIT B
PROCTOR CONSTRUCTION COMPANY
Guaranteed Maximum Price
Project: Facilities Maintenance Complex-Site 1
10 Months
Ph Cost Typ Description Budget
010 002 L Daily Cleanup 7,000
010 003 O Final Cleaning 2,000
010 006 O Testing B.O.
010 009 O Common Labor 7,000
010 010 O Permit B.O.
010 011 O Impact Fees B.O.
010 015 O Insurance 15,300
010 016 O Bond 21,000
010 018 O Job Photographs 1,300
010 019 O Barriers/Fences(Temp) 4,000
010 022 O Surveys 15,000
010 024 O Rentals 14,000
010 026 O Storage Trailers 1,000
010 027 O OSHA&First Aid 1,000
010 030 O Temporary Electric 6,000
010 031 O Postage/Shop Drawings 2,000
010 034 O Telephone Bill 5,500
010 039 O Dumpster Expense 5,500
010 046 O Blueprints 3,000
010 051 O Field Office Equipment 10,000
010 058 O Portable Toilet 4,500
Soil Poisoning 4,000
Subtotal-General Conditions 129,100
020 050 S Sitework 482,382
Demolition-Site 39,500
Demolition-Fuel Depot 12,000
020 080 S Landscaping/Sod 111,462
020 082 S Irrigation 43,000
020 088 S Chain Link Fence 32,500
030 228 S Concrete 119,570
040 200 S Masonry 96,408
050 556 S Structural Steel 0
060 394 S Rough Carpentry 64,200
060 395 M Trusses 26,664
060 397M Rough Lumber 37,429
12/3/02 060 398 M Finish Carpentry 25 000 Page 1
EXHIBIT B
PROCTOR CONSTRUCTION COMPANY
Guaranteed Maximum Price
Project: Facilities Maintenance Complex-Site 1
10 Months
Ph Cost Typ Description Budget
060 408 S Cabinets(Laminate) 1,635
070 425 S Fireproofing 1,000
070 429 S Insulation 18,000
070 433 S Roofing 30,204
070 477 S Caulking& Sealants 4,500
080 500 S Storefront/Windows 14,595
080 503 S Doors/Frames/Hardware 51,715
080 508 S Sectional Doors 8,995
080 537 M Access Doors 2,000
090 553 S Drywall/Metal Studs/Stucco 147,552
090 556 S Ceramic Tile 25,864
090 562 S Special Flooring 0
090 564 S Acoustical Ceilings 9,641
090 566 S Painting/Caulking 43,445
090 680 S Carpet&VCT 16,567
100 100 S Tackboards 0
100 601 S Toilet/Bath Accessories 15,336
100 606 M Fire Extinguishes 3,000
100 607 S Flag Pole p
100 613 S Letters and Signs 3,064
130 703 S Pre-Eng Metal Bldg 0
110 130 S Louver 979
110 131 S Projection Screens 1,000
110 632 M Appliances 0
120 500 S Window Treatments 0
150 761 S Plumbing 69,500
150 767 S HVAC 158,000
150 769 S Fire Sprinklers 0
160 001 S Electrical 184,250
160 001 S Electrical Allowance-Motor Starters 51000
Subtotal-Subcontracts 1,905,957
Labor 224,100
Fee 7% $158,140.99
Contingency 2% $48,345.96
12/3/02 TOTAL $2,465,643.95 Page 2
EXHIBIT B
PROCTOR CONSTRUCTION COMPANY
Guaranteed Maximum Price
Project: Facilities Maintenance Complex-Site 2
11 Months
Ph Cost Typ Description Budget
010 002 L Daily Cleanup 6,000
010 003 O Final Cleaning 1,500
010 006 O Testing B.O.
010 009 L Common Labor 6,000
010 010 O Permit B.O.
010 011 O Impact Fees B.O.
010 015 O Insurance 31,000
010 016 O Bond 41,000
010 018 O Job Photographs 1,200
010 019 O Barriers/Fences(Temp) 6,000
010 022 O Surveys 15,000
010 024 O Rentals 14,400
010 026 O Storage Trailers 1,200
010 027 O OSHA&First Aid 1,000
010 030 O Temporary Electric 9,000
010 031 O Postage 3,000
010 034 O Telephone Bill 6,000
010 039 O Dumpster Expense 5,000
010 046 O Blueprints&Asbuilts 3,000-
010 058 O Portable Toilet 5,000
010 056 O Water Bills 4,000
010 057 O Electric Bills 8,000
010 060 S Soil Poisoning 6,000
Subtotal-General Conditions 173,300
Tree Moving 12,500
020 050 S Sitework 779,460
Demolition 5,000 .
020 080 S Landscaping/Sod 72,335
Irrigation 33,000
030 228 S Concrete 318,600
040 200 S Masonry 106,706
050 350 S Fences/Gates 64,849
050 556 S Structural Steel 0
060 394 S Rough Carpentry 3,000
060 395 M Trusses 0
12/3/02 1060 397 M Rough Lumber . 3,000 1 Page 3
EXHIBIT B
PROCTOR CONSTRUCTION COMPANY
Guaranteed Maximum Price
Project: Facilities Maintenance Complex-Site 2
11 Months
Ph Cost Typ Description Budget
060 398 S Finish Carpentry 25,000
060 408 S Cabinets(Laminate) 7,155
070 429 S Foam Insulation 0
070 433 S Roofing 0
070 477 O Caulking and Sealants 8,000
080 500 S Storefront/Windows 33,975
080 503 S Doors/Frames/Hardware 47,900
080 508 S Rollup Doors 65,178
090 552 S Drywall/Metal Studs/Stucco 111,756
090 556 S Ceramic Tile 47,615
090 564 S Acoustical Ceilings 11,777-
090 566 S Painting/Caulking 42,242
090 680 S Carpet&VCT 31,427
100 100 S Tackboards/Marker boards 0-
100 601 S Toilet/Partitions 17,268
100 606 M Fire Extinguishes 3,000
100 613 S Letters and Signs 3,462
130 703 S Pre-Eng Metal Bldg 446,360-
Fueling
46360Fueling Package 438,894
Lube Systems 100,958
Lifts 377,315
150 761 S Plumbing 99,500
150 767 S HVAC 303,725
150 769 S Fire Sprinklers 43,580
160 001 S Electrical 389,751
160 001 S Electrical Allowance-Motor Starters 5,000
Subtotal-Subcontracts 4,059,288
Labor 236,890
Fee 7% $312,863.46
Contingency 2% $95,646.83
TOTAL $4,877,988.29
12/3/02 Page 4