PROJECT DESCRIPTION_OK NP MULTI PMS(1) and TX NP MULTI PMS(2).pdf

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OK NP MULTI PMS(1), Pavement Preservation Oklahoma and TX NP MULTI PMS(2), Pavement Preservation North Texas
Solicitation number
69056725R000017
Issued by

About this file

This document is a Solicitation/Request for Proposal (RFP) for a pavement preservation project in Oklahoma and Texas, covering 24.58 miles across Moore, Potter, Murray, and Roger Mills Counties. The project involves full depth reclamation overlay and pavement preservation at multiple National Park Service sites, including Alibates Flint Quarries National Monument, Chickasaw National Recreation Area, Lake Meredith National Recreation Area, and Washita Battlefield National Historic Site. The estimated price range is $10 million to $20 million, with a tentative fixed completion date of Summer 2026.

The solicitation includes a detailed breakdown of work across six divisions: Project Requirements, Earthwork, Slope Reinforcement, Aggregate and Base Courses, Asphalt Pavements & Surface Treatments, Rigid Pavement, and Incidental Construction. The base contract and three options (X, Y, Z) specify quantities for various tasks such as full depth reclamation, chip sealing, micro surfacing, pavement patching, culvert work, traffic control, and permanent pavement markings. Key quantities include 41,500 square yards of full depth reclamation, 265,000 square yards of chip sealing, and 1,175,000 linear feet of permanent pavement markings in the base contract.

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OK NP MULTI PMS(1), Pavement Preservation Oklahoma and TX

NP MULTI PMS(2), Pavement Preservation North Texas

69056725R000017

This work consists of full depth reclamation overlay, and pavement preservation.

Project length: 24.58 Miles

Tentative Fixed Completion Date: Summer 2026

Estimated Price Range: $10 million to $20 million

Location: Moore and Potter Counties, Texas. Murray and Roger Mills Counties, Oklahoma.

Alibates Flint Quarries National Monument (ALFL), Chicasaw National Recreation Area

(CHIC), Lake Meredith National Recreation Area (LAMR), and Washita Battlefield National

Historic Site (WABA).

This project is located approximately 8 miles SW of Sulphur, OK (Beginning project location of

CHIC); 2 miles W of Cheyenne, OK (Beginning project location of WABA); 12 miles SW of

Fritch, TX (Beginning project location of ALFL); and in Fritch Texas (Beginning project location of LAMR).

DESCRIPTION OF WORK in US CUSTOMARY UNITS

FP-24

B as e

O p ti o n X

O p ti o

Y ti o

Z

DIVISION 150 – Project Requirements

152 Construction Survey & Staking (yes/no) No No No No

153 Contractor Quality Control and Assurance (yes/no) Yes Yes Yes Yes

154 Contractor Sampling & Testing (yes/no) Yes Yes Yes Yes

155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes No No No

157 Soil Erosion & Sediment Control (erosion control devices) ALL ALL ALL e

O p ti o ti o ti o

DIVISION 200 – Earthwork

203 Removal of Headwall 20 EACH 6 EACH

DIVISION 250 – Slope Reinforcement and Retaining Walls

251 Placed Riprap, Class 2 4 CUYD 15 CUYD 4 CUYD

DIVISION 300 – Aggregate and Base Courses

302 Roadway Aggregate, Method 2 165 TON 270 TON

304 Full Depth Reclamation, Method 2, 6-Inch Depth 41,500 SQYD 22,000 SQYD

DIVISION 400 – Asphalt Pavements & Surface Treatments

403 Asphalt Concrete Pavement 7,500 SQYD 19 TON

406 Fog Seal 210 TON 9 TON 59 TON

Chip Seal, Type 1C Emulsified Asphalt Blotter

265,000 SQYD

490 TON

40 TON

13,350 SQYD

89,200 SQYD

165 TON

409 Micro Surfacing, Type 2 170,000 SQYD 11,200 SQYD

412 Asphalt Tack Coat (asphalt surface treatment) 40 TON

Cracks, Cleaning, and Filling Cracks, Cleaning, and Sealing

3,000 LNFT

30 MILE 2 MILE

Asphalt Concrete Pavement Patching, Type 1 Asphalt Concrete Pavement Patching, Type 2

3,300 SQYD

6,900 SQYD

1,800 SQYD

700 SQYD 100 SQYD

Scrub Seal Polymer Modified Rejuvenating Asphaltic Emulsion

53,200 SQYD

100 TON

DIVISION 500 – Rigid Pavement

502 Sealing Joints and Cracks 2,900 LNFT e

O p ti o ti o ti o

DIVISION 600 – Incidental Construction

12-Inch Pipe Culvert 18-Inch Pipe Culvert 18-Inch Equivalent Diameter Arch or Elliptical Pipe Culvert 24-Inch Equivalent Diameter Arch or Elliptical Pipe Culvert

200 LNFT

80 LNFT

60 LNFT

35 LNFT

30 LNFT

105 LNFT

607 Cleaning Culvert in Place 6 EACH 4 EACH 11 EACH

Wheelstop, Concrete Curb and Gutter, Concrete, 10-Inch Depth

130 EACH

420 LNFT

621 Monuments & Markers (construction survey & staking) (yes/no) No No No No

622 Rental Equipment (yes/no) Yes Yes Yes Yes

623 General Labor (yes/no) Yes Yes Yes Yes

633 Rumble Strip, Transverse 175 SQYD

Permanent Pavement Markings (Type B) Permanent Pavement Markings, Symbols (Type B)

1,175,000

LNFT

120 EACH

635 Temporary Traffic Control – Flagger 5,000 HOUR 540 HOUR 450 HOUR 165 HOUR

635 Temporary Traffic Control – Pilot Car 140 HOUR

635 Temporary Traffic Control – Traffic Control Supervisor 92 DAY 17 DAY 19 DAY 8 DAY

Temporary Traffic Control, Barricade Type 3 Temporary Traffic Control, Cone Temporary Traffic Control, Portable Changeable Message Sign Temporary Traffic Control, Pavement Markings Temporary Traffic Control, Construction Sign

2 EACH

220 EACH

4 EACH

106,200 LNFT

230 SQFT

450 LNFT

25,000 LNFT

29,800 LNFT

636 Conduit, 4-Inch, PVC 400 LNFT

File details come from the government source that posted it. Updated .