Murrell Park Front Entrance (Consturction) Road Repair and Repaving
Closed Solicitation Posted
- Solicitation number
- W9126G21B0027
- Agency
-
ENDIST Fort Worth
US Army Corps of Engineers, Department of Defense
- Responses due
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 237310 Highway, Street, and Bridge Construction
- Place of performance
- Flower Mound, Texas 75022, United States
Notice details come from SAM.gov. Updated .
About this opportunity
This solicitation seeks a contractor to perform road repair and repaving work at Murrell Park Front Entrance in Flower Mound, Texas. The Department of the Army Corps of Engineers Engineering District Fort Worth requires removing up to four inches of existing asphalt on approximately 1,180 linear feet of park roads averaging 15 to 25 feet wide. The selected offeror will install eight inches of new flexible base, four inches of hot mix asphalt, and pour approximately 90 linear feet of reinforced concrete pavement. Bids are due by September 22, 2021 and will be evaluated based on technical qualifications and price.
The opportunity is set aside for total small businesses. Relevant NAICS codes include 237110 and 237310. Work must be completed in accordance with the statement of work and appendix. Key requirements include removing and replacing 1,180 linear feet of asphalt and base course, constructing 1,500 linear feet of concrete curbs, and performing all work at Murrell Park Front Entrance in Flower Mound, Texas by the completion date.
Notice text
5 versions
Update #5 · Latest ·
Murrell Park Front Entrance , Road Repairs and Repaving (All work shall be completed IAW the Statement Of Work,) and Appendix) Please see the attached Invitation For Bid W9126G21B0027
Contractor shall remove approximately two (2)- four (4) inches of existing asphalt on approximately
431 LF of Park road. Average width of the road is approximately 25 LF. Remove existing base course
add 8" of new flex base compact and graded. After proper road and curb preparation contractor will
install 4” of hot mix asphalt. (See Appendix 1.4.1.1)
The turnaround at the entrance to the park the contractor shall remove
approximately two (2) – four (4) inches of existing asphalt on approximately 750 LF of park road.
The average width of the road is approximately 15ft. remove the existing base course approximately
6” deep, add 8” of new flex base compacted and graded. Contractor shall come back with 4” of hot
mix asphalt on 661 LF of compacted flex base at a road width of 14 LF. Contractor shall replace the
back side of the turn around with 8” of reinforced concrete pavement at approximately 90 LF by 18
LF. the finished road shall transition smoothly to adjacent roads.
Contractor shall Construct 1500 LF of concrete curbs 6" x 18" (See Appendix 1.4.1.2)
Posted 1 Sep 2021: See Attached Amendment (AMD01) for changes to Scheduled Site Visit information and Contract Specialist.
Posted 10 Sep 2021: Attached Request for Information (RFI's) and Site Visit Attendance
Posted 15 Sep 2021: Attached Request for Information (RFI's)
Update #4 ·
Murrell Park Front Entrance , Road Repairs and Repaving (All work shall be completed IAW the Statement Of Work,) and Appendix) Please see the attached Invitation For Bid W9126G21B0027
Contractor shall remove approximately two (2)- four (4) inches of existing asphalt on approximately
431 LF of Park road. Average width of the road is approximately 25 LF. Remove existing base course
add 8" of new flex base compact and graded. After proper road and curb preparation contractor will
install 4” of hot mix asphalt. (See Appendix 1.4.1.1)
The turnaround at the entrance to the park the contractor shall remove
approximately two (2) – four (4) inches of existing asphalt on approximately 750 LF of park road.
The average width of the road is approximately 15ft. remove the existing base course approximately
6” deep, add 8” of new flex base compacted and graded. Contractor shall come back with 4” of hot
mix asphalt on 661 LF of compacted flex base at a road width of 14 LF. Contractor shall replace the
back side of the turn around with 8” of reinforced concrete pavement at approximately 90 LF by 18
LF. the finished road shall transition smoothly to adjacent roads.
Contractor shall Construct 1500 LF of concrete curbs 6" x 18" (See Appendix 1.4.1.2)
Posted 1 Sep 2021: See Attached Amendment (AMD01) for changes to Scheduled Site Visit information and Contract Specialist.
Posted 10 Sep 2021: Attached Request for Information (RFI's) and Site Visit Attendance
Update #3 ·
Murrell Park Front Entrance , Road Repairs and Repaving (All work shall be completed IAW the Statement Of Work,) and Appendix) Please see the attached Invitation For Bid W9126G21B0027
Contractor shall remove approximately two (2)- four (4) inches of existing asphalt on approximately
431 LF of Park road. Average width of the road is approximately 25 LF. Remove existing base course
add 8" of new flex base compact and graded. After proper road and curb preparation contractor will
install 4” of hot mix asphalt. (See Appendix 1.4.1.1)
The turnaround at the entrance to the park the contractor shall remove
approximately two (2) – four (4) inches of existing asphalt on approximately 750 LF of park road.
The average width of the road is approximately 15ft. remove the existing base course approximately
6” deep, add 8” of new flex base compacted and graded. Contractor shall come back with 4” of hot
mix asphalt on 661 LF of compacted flex base at a road width of 14 LF. Contractor shall replace the
back side of the turn around with 8” of reinforced concrete pavement at approximately 90 LF by 18
LF. the finished road shall transition smoothly to adjacent roads.
Contractor shall Construct 1500 LF of concrete curbs 6" x 18" (See Appendix 1.4.1.2)
Posted 1 Sep 2021: See Attached Amendment (AMD01) for changes to Scheduled Site Visit information and Contract Specialist.
Posted 10 Sep 2021: Attached Request for Information (RFI's)
Update #2 ·
Murrell Park Front Entrance , Road Repairs and Repaving (All work shall be completed IAW the Statement Of Work,) and Appendix) Please see the attached Invitation For Bid W9126G21B0027
Contractor shall remove approximately two (2)- four (4) inches of existing asphalt on approximately
431 LF of Park road. Average width of the road is approximately 25 LF. Remove existing base course
add 8" of new flex base compact and graded. After proper road and curb preparation contractor will
install 4” of hot mix asphalt. (See Appendix 1.4.1.1)
The turnaround at the entrance to the park the contractor shall remove
approximately two (2) – four (4) inches of existing asphalt on approximately 750 LF of park road.
The average width of the road is approximately 15ft. remove the existing base course approximately
6” deep, add 8” of new flex base compacted and graded. Contractor shall come back with 4” of hot
mix asphalt on 661 LF of compacted flex base at a road width of 14 LF. Contractor shall replace the
back side of the turn around with 8” of reinforced concrete pavement at approximately 90 LF by 18
LF. the finished road shall transition smoothly to adjacent roads.
Contractor shall Construct 1500 LF of concrete curbs 6" x 18" (See Appendix 1.4.1.2)
Posted 1 Sep 2021: See Attached Amendment (AMD01) for changes to Scheduled Site Visit information and Contract Specialist.
Update #1 ·
Murrell Park Front Entrance , Road Repairs and Repaving (All work shall be completed IAW the Statement Of Work,) and Appendix) Please see the attached Invitation For Bid W9126G21B0027
Contractor shall remove approximately two (2)- four (4) inches of existing asphalt on approximately
431 LF of Park road. Average width of the road is approximately 25 LF. Remove existing base course
add 8" of new flex base compact and graded. After proper road and curb preparation contractor will
install 4” of hot mix asphalt. (See Appendix 1.4.1.1)
The turnaround at the entrance to the park the contractor shall remove
approximately two (2) – four (4) inches of existing asphalt on approximately 750 LF of park road.
The average width of the road is approximately 15ft. remove the existing base course approximately
6” deep, add 8” of new flex base compacted and graded. Contractor shall come back with 4” of hot
mix asphalt on 661 LF of compacted flex base at a road width of 14 LF. Contractor shall replace the
back side of the turn around with 8” of reinforced concrete pavement at approximately 90 LF by 18
LF. the finished road shall transition smoothly to adjacent roads.
Contractor shall Construct 1500 LF of concrete curbs 6" x 18" (See Appendix 1.4.1.2)
Files
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