What this opportunity is
The Department of the Interior is seeking total small business set-aside bids for renovations of parking lot and monument signs at Mammoth Cave National Park in Kentucky, classified under NAICS 237310. This solicitation includes comprehensive construction documents and is suitable for small construction firms with capabilities in signage and site improvements. Interested contractors should note that this is a solicitation notice, indicating they should prepare to submit bids rather than simply track the opportunity.
Analysis by Mindy, grounded in the SAM.gov notice.
Description
MAMMOTH CAVE NATIONAL PARK
MAMMOTH CAVE, KY
PARKING LOT AND MONUMENT SIGN RENOVATIONS
MACA
PMIS Number 323725, 325833
PROJECT SPECIFICATIONS
NATIONAL PARK SERVICE (NPS)
DENVER SERVICE CENTER (DSC)
323722, 325832
323654, 325829
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WA22065-16 Mammoth Cave
Monument Sign Renovations
100% Construction Documents
May 24, 2024 Walker Architects
WA22065-16
Seals Page
00 0107 - 1
SECTION 00 0107
SEALS PAGE
ARCHITECT:
JOE WALKER, AIA
KY ARCHITECTURAL LICENSE NO: 8781
RESPONSIBLE FOR DIVISIONS 01-14 SECTIONS EXCEPT WHERE INDICATED AS PREPARED
BY OTHER DESIGN PROFESSIONALS OF RECORD.
CIVIL ENGINEER:
DAVID K. BROWN, PE
KY CIVIL ENGINEERING LICENSE NO: 34543
RESPONSIBLE FOR SECTIONS 01000 - 02999.
END OF SECTION
6/28/2024
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WA22065-16 Mammoth Cave
Monument Sign Renovations
100% Construction Documents
May 24, 2024 Walker Architects
WA22065-16
Table of Contents
00 0110 - 1
SECTION 00 0110
TABLE OF CONTENTS
PROCUREMENT AND CONTRACTING REQUIREMENTS
1.01 DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS
A. 00 0107 - Seals Page
B. 00 0110 - Table of Contents
SPECIFICATIONS
2.01 DIVISION 01 -- GENERAL REQUIREMENTS
A. 01 1000 - Summary
B. 01 2000 - Price and Payment Procedures
C. 01 2500 - Substitution Procedures
D. 01 3000 - Administrative Requirements
E. 01 3216 - Construction Progress Schedule
F. 01 4000 - Quality Requirements
G. 01 4216 - Definitions
H. 01 5000 - Temporary Facilities and Controls
I. 01 6000 - Product Requirements
J. 01 6116 - Volatile Organic Compound (VOC) Content Restrictions
K. 01 7000 - Execution and Closeout Requirements
L. 01 7419 - Construction Waste Management and Disposal
M. 01 7800 - Closeout Submittals
N. 01 7900 - Demonstration and Training
2.02 DIVISION 02 -- EXISTING CONDITIONS
A. 02 4100 - Demolition
2.03 DIVISION 03 -- CONCRETE
A. 03 3000 - Cast-in-Place Concrete
B. 03 4500 - Precast Architectural Concrete
2.04 DIVISION 04 -- MASONRY
A. 04 2000 - Unit Masonry
B. 04 4313 - Stone Masonry Veneer
2.05 DIVISION 05 -- METALS
A. 05 5000 - Metal Fabrications
2.06 DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES (NOT USED)
2.07 DIVISION 07 -- THERMAL AND MOISTURE PROTECTION
A. 07 7000 - Fastener Schedule
B. 07 9200 - Joint Sealants
2.08 DIVISION 08 -- OPENINGS (NOT USED)
2.09 DIVISION 09 -- FINISHES
A. 09 9113 - Exterior Painting
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WA22065-16 Mammoth Cave
Monument Sign Renovations
100% Construction Documents
May 24, 2024 Walker Architects
WA22065-16
Table of Contents
00 0110 - 2
2.10 DIVISION 10 -- SPECIALTIES (NOT USED)
2.11 DIVISION 11 -- EQUIPMENT (NOT USED)
2.12 DIVISION 12 -- FURNISHINGS (NOT USED)
2.13 DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED)
2.14 DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED)
2.15 DIVISION 21 -- FIRE SUPPRESSION (NOT USED)
2.16 DIVISION 22 -- PLUMBING (NOT USED)
2.17 DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) (NOT USED)
2.18 DIVISION 25 -- INTEGRATED AUTOMATION (NOT USED)
2.19 DIVISION 26 – ELECTRICAL (NOT USED)
3.01 CIVIL SPECIFICATIONS
A. 01055 – Construction Staking
B. 01340 – Shop Drawings
C. 01562 – Dust Control
D. 01610 – Transportation & Handling
E. 01630 – Substitution and Options
F. 01710 – Cleaning
G. 01720 – Record Documents
H. 02010 – Subsurface Conditions
I. 02140 – Dewatering
J. 02200 – Earthwork
K. 02255 – Crushed Stone and Dense Graded Aggregate
L. 02510 – Asphalt Concrete Pavement
M. 02523 – Concrete Sidewalk and Driveway
N. 02720 – Storm Sewer
O. 02933 – Seeding
P. 02957 – Erosion Control & Stabilization
END OF SECTION
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SECTION 01055
CONSTRUCTION STAKING
PART 1 GENERAL
1.1 SCOPE
A. Construction staking shall include all the surveying work required to layout the
Work and control the location of the finished construction. The full responsibility
for holding to grade shall rest upon the CONTRACTOR. All work under this
Contract shall be constructed in accordance with the lines and grades on the
Drawings or as given by the ENGINEER or OWNER.
B. The OWNER will not provide benchmark or baseline adjacent to the work site.
The CONTRACTOR shall be responsible for setting BM and baseline and offsets
from these points and all other layout, staking and all other surveying required for
the Work.
C. The CONTRACTOR shall safeguard all points, stakes, grade marks, bench marks
and monuments established on the Work, shall bear the cost of re-establishing
same if disturbed and shall assume the entire expense of rectifying work
improperly constructed due to failure to maintain and protect such established
points, stakes and marks.
D. Measurement of quantities for payment purposes which are different from
Drawing dimensions is included in the Work.
1.2 QUALITY ASSURANCE
A. The CONTRACTOR shall furnish documentation prepared by a surveyor
currently registered in the State of Kentucky confirming that staking is being done
to the lines and grades shown in the Contract Documents. This requires that the
CONTRACTOR hire, at the CONTRACTOR's own expense, a currently
registered surveyor, acceptable to the OWNER, to provide ongoing confirmation
of construction staking.
B. Any deviations from the Drawings shall be confirmed by the ENGINEER prior to
construction.
C. Written certification of sub-base grades by a licensed surveyor, is required.
E. Quantities for payments measured under this Contract shall be certified by the
approved currently registered surveyor.
PART 2 PRODUCTS
2.1 EQUIPMENT
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01055-2 CONSTRUCTION STAKING
A. The CONTRACTOR shall furnish and use surveying equipment and supplies
maintained in good working order.
PART 3 EXECUTION
3.1 FINAL GRADES
A. Any variance with plan grades shall be identified by the surveyor and confirmed
by the ENGINEER.
3.2 STORM DRAINAGE
A. Storm drain lines and drainage structure bases shall be correctly located to yield
the drainage structure top locations and orientations shown on the Drawings.
END OF SECTION
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SECTION 01340
SHOP DRAWINGS AND PRODUCT DATA
PART 1 GENERAL
1.1 SCOPE
A. The work under this Section includes …
Source: SAM.gov, as posted. Verify the current solicitation before responding.