PROJECT DESCRIPTION_CO NP MULTI PMS(2).pdf
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- Attached to
- CO NP MULTI PMS(2), Pavement Preservation Colorado Phase 2 Federal contract opportunity
- Solicitation number
- 69056723R000012
About this file
This document provides a project description and specifications for a pavement preservation project across multiple National Park sites in Colorado and Wyoming. The work consists of patching, crack sealing, and resurfacing approximately 74.4 miles of asphalt surfaces and includes tasks such as roadway excavation, embankment construction, placed riprap, full depth reclamation, asphalt concrete paving, fog sealing, chip sealing, microsurfacing, tack coating, cleaning and sealing cracks, asphalt patching, installing culverts and drainage structures, constructing sidewalks, seeding, rumble strips, pavement markings, signs, and temporary traffic control. The estimated price range for the project is $7 million to $10 million. The related federal contract opportunity is a pre-solicitation for project CO NP MULTI PMS(2) issued by the Department of Transportation Federal Highway Administration.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| CO NP MULTI PMS(2) Pre-Ad Plans.pdf | ||
| Prelim Letter_CO NP MULTI PMS(2).pdf |
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Text version
CO NP MULTI PMS(2), Pavement Preservation Colorado Phase 2
Mesa, Montrose, and Teller Counties, Colorado
Goshen County, Wyoming
The work consists of patching, crack sealing and resurfacing of asphalt surfaces throughout 4 National Park sites.
Project length: 74.4 Miles
Tentative Fixed Completion Date: Summer 2025
(Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)
Estimated Price Range: $7 million to $10 million
Location: This project is located approximately 30 Miles E of Montrose, CO, 5
Miles S of Grand Junction, CO, 5 Miles S of Florissant, CO and 5 miles W of Fort
Laramie, WY, respectively.
DESCRIPTION OF WORK in US CUSTOMARY UNITS
FP-14
O n e S ch ed u le
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B as e
DIVISION 150 – Project Requirements
151 Mobilization (yes/no) Yes
152 Construction Survey & Staking (yes/no) No
153 Contractor Quality Control and Assurance (yes/no) Yes
154 Contractor Sampling & Testing (yes/no) Yes
155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes
DIVISION 200 – Earthwork
203 Removal of Curb and Gutter, Concrete 250 LNFT
203 Removal of Sidewalk, Concrete 190 SQYD
204 Roadway Excavation 170 CUYD
204 Embankment Construction 400 CUYD
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Placed Riprap, Method A, Class 2 35 CUYD
DIVISION 300 – Aggregate and Base Courses
302 Roadway Aggregate, Method 2 90 TON
304 Full Depth Reclamation, Method 2, 6-inch Depth 2,800 SQYD
DIVISION 400 – Asphalt Pavements and Surface Treatments
403 Asphalt Concrete Pavement, Type 1 460 TON
406 Fog Seal 95 TON
O n e S ch ed u le
S ch
N am e
B as e
407 Chip Seal, Type 1C 140,000 SQYD
407 Emulsified Asphalt 257 TON
407 Blotter 40 TON
409 Micro Surfacing, Type 2 51,000 TON
409 Micro Surfacing, Type 3 330,000 TON
412 Tack Coat 1.3 TON
414 Cracks, Cleaning and Filling 600 LNFT
414 Cracks, Cleaning and Sealing 31 MILE
418 Asphalt Concrete Pavement Patch, Type 1 1,200 SQYD
418 Asphalt Concrete Pavement Patch, Type 2 8,000 SQYD
DIVISION 600 – Incidental Construction
602 24-inch Pipe Culvert 120 LNFT
602 18-inch Equivalent Diameter Arch or Elliptical Pipe Culvert 40 LNFT
602 End Section for 24-inch Pipe Culvert 1 EACH
602 End Section for 18-inch Equivalent Diameter Arch or Elliptical Pipe Culvert 2 EACH
602 Elbow, 24-inch 2 EACH
604 Inlet (Denver No. 16) 1 EACH
606 Pipe Anchor Assembly, 24-inch 8 EACH
615 Sidewalk, Concrete 230 SQYD
622 Dump Truck, 10 Cubic Yard Minimum Capacity 80 HOUR
622 Backhoe Loader, 4 Cubic Foot Minimum Rated Capacity Bucket, 18-inch Width 80 HOUR
622 Vacuum Sweeper 80 HOUR
623 General Labor 80 HOUR
625 Seeding, Dry Method 100 SQYD
633 Rumble Strip (Centerline) 1300 LNFT
633 Rumble Strip 60 SQYD
634 Pavement Markings (Type B) 1,375,000 LNFT
634 Pavement Markings, Symbols (Type B) 70 EACH
DIVISION 600 – Incidental Construction (cont’d.)
634 Recessed Pavement Marker, Bi-Directional Reflective 120 EACH
635 Temporary Traffic Control, Cone 440 EACH
635 Temporary Traffic Control, Portable Changeable Message Sign 4 EACH
635 Temporary Traffic Control, Pavement Markings 165,000 LNFT
635 Temporary Traffic Control, Construction Sign 400 SQFT
635 Temporary Traffic Control, Flagger 4,800 HOUR
635 Temporary Traffic Control, Pilot Car 200 HOUR
635 Temporary Traffic Control, Traffic Control Supervisor 114 DAY
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