Attachment_1_SOW_RPR-Resurface_Houston_Cutoff_Rd_05_June_18.pdf
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- Attached to
- Resurface Houston Cutoff Road Federal contract opportunity
- Solicitation number
- FA301618B0004
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Attachment 1 SOW RPR-Resurface Houston Cutoff Rd 05 June 18
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 20180711_Questions_and_Answers.pdf | ||
| Attachment_9__Schedule_of_Material_Submittals.xls | XLS spreadsheet | |
| Attachment_8_General_Decision_Number_TX180016_01052018.pdf | ||
| Attachment_5_Pothole_Repair.pdf | ||
| Attachment_3_UFGS_31_and_32.pdf | ||
| Attachment_6_Request_to_Use_Radioactive_Material.pdf | ||
| Attachment_2-General_Requirement_Specs.pdf | ||
| FA301618B0004_-_IFB.pdf | ||
| Attachment_7_(digging_clearance_AF103).pdf | ||
| Attachment_4_-_Aerial_View.pdf | ||
| Presolicitation_Notice.pdf |
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Text version
STATEMENT OF WORK
For
CONSTRUCTION
Of
RPR –Resurface Houston Cutoff Rd
CYRB140009-64359
JOINT BASE SAN ANTONIO
SAN ANTONIO, TEXAS
Date Prepared:
REVISED
05 June 2018
CYRB140009 – SOW 05 June 2018
FA301618B0004
Attachment 1 05 June 2018
1. GENERAL DESCRIPTION OF WORK:
The objective of this Statement of Work (SOW) is to outline the removal, replacement, and applicable repairs of the pavement on Houston Cutoff Road beginning at the intersection of Houston Cutoff Rd and Lewis Valley Rd and ending at the intersection of Houston Cutoff Rd and Sewell Rd, a distance of approximately 9,874 feet/1.87 miles, on Joint Base San Antonio
– Camp Bullis in San Antonio, Texas See Attachment 4.
2. BACKGROUND:
The pavement on Houston Cutoff Rd is at the end of its lifecycle. The road requires removal, replacement, and applicable repairs.
3. DETAILED SCOPE OF WORK:
A. General:
1) The Contractor shall provide all supervision, labor, materials, equipment, supplies and transportation necessary to perform removal, replacement, and applicable repairs of the pavement on Houston Cutoff Rd for a total distance of 9,874 linear feet.
a) The contractor will mill and overlay new asphalt of 9,174 linear feet of existing asphalt pavement.
b) The contractor will also remove and replace 700 linear feet of base and lay new asphalt on top of the new base.
2) All construction accomplished pursuant to this Contract shall comply with the latest edition of the following documents (including but not limited to) unless the Contractor is directed otherwise by the Contracting Officer. Any exceptions must be approved in writing by the Contracting Officer prior to construction start-up:
a) AFI 91-203 Air Force Consolidated Occupational Safety Instruction
b) Fire Prevention Plan IAW NFPA 24
c) JBSA-Lackland Environmental Protection Specification found in SOW
Attachment 1 (01 35 35).
3a) Safety. The requirements of the Contract shall be followed during its execution.
Contractors and their employees shall provide a safe and healthful workplace for employees while performing Contract work. Contractor accidents involving injury to Government personnel, Contractor personnel, and Subcontractor personnel or damage to Government property shall be reported to the Contracting Officer, the 502 ABW Ground Safety Office at (210) 652-1842, and Accident Prevention.
Contractor and their employees are subject to no-notice inspections by the Occupational Safety and Health Act (OSHA) Programs and Department of Labor inspectors. Contractor and their employees shall comply with applicable guidance set forth by law.
3b) Contractor shall follow OSHA’s Safety Standards 29 CFR Part 1926 and 29 CFR Part 1910 for all safety requirements and regulations, included in the required Fire
CYRB140009 – SOW 05 June 2018
Prevention Plan IAW NFPA 241. Contractor shall use personal protection equipment during the duration of this project.
4) The Contractor shall appoint a Project Manager to serve as a single point of contact and liaison with the JBSA-CES PM for all services required under this Contract. The Contractor’s Project Manager will be responsible for the complete coordination of all work developed under this Contract. The Contractor shall provide and maintain an effective quality control program that will assure that all requirements of this Contract are performed and provided in a manner that meets professional quality standards.
5) The Contractor shall be properly bonded and insured in accordance with FAR requirements. Contractor shall obtain all necessary permits and conduct field verification surveys prior to construction. The Contractor personnel performing work on the Installation, shall have been properly vetted through the JBSA Security Forces Squadron (SFS). The Contractor shall provide all employees full name, date of birth, and driver’s license number information necessary for entry to the Base for employees performing work at least ten (10) workdays prior to their reporting to the work site.
6) Pre-Proposal site will be held but attendance is not required.
7) Hard Copy or Electronic Submittal Register: The Contractor shall provide submittals for the items listed in paragraph 5 (SUBMITTALS).
8) Warranty Documentation. Upon final acceptance, Contractor shall provide a list of quantities of materials installed under this contract. This list shall include material name and quantity, warranty start date, Contractor’s warranty expiration date, and manufacturer’s warranty expiration date, if any. Contractor shall procure and install materials as approved by the 502d CONS and 502d CES.
9) Contractor to provide testing results of base, asphalt, subgrade prior to final payment.
10) DIGGING PERMIT
(1) To initiate a clearance/outage, the requestor must complete sections 1, 2, 6, 7 & 8 of the AF Form 103. The requestor must attend the digging clearance/outage request meeting held every Monday at 0900 Hours in the Civil Engineer (CE) conference room in Bldg. 4197 JBSA Ft Sam Houston, AF Form FSH 103 and drawing or Map printed from the internet.
(2) During the Clearance/Outage request meeting all digging clearance and outage request, will be scheduled and or signed off by each CE shop for their respective area of responsibility. If the area needs to have utilities located the CE shops will schedule and perform the utility locates during that week.
(3) The requestor is also required to contact Dig Tess for all commercial utility locates. The phone number for Dig Tess is located on the digging clearance form.
(4) The requestor will be required to attend the digging clearance meeting the following Monday to have the clearance signed off by any shop that required the area to be marked. Safety, Security Forces, Fire Dept. and the Natural Resources Management Section will not attend this meeting. The requestor will be required to make contact as necessary. The requestor is required to maintain Dig Permit Markings.
(5) Utility Outage Requests are require to be approved at least 2 weeks prior to the scheduled outage. The Requestor must notify the 502 CES Operations Flight of the outage request once approved.
(6) Upon completion of digging clearances or outage request the requester is required to return the completed signed clearance along with all related documents and e-mails received by the Dig Tess & commercial utilities to the 502 CES approving authority for Approval and Signature.
(7) The 502 CES Approving Authority: Mr. John Patrick. Building 4197 FSH.
(9) John Patrick 502 CES Structures Superintendent JBSA-Ft Sam Houston: Office: 210-221-5374 Cell: 210-872-6819 John.c.patrick8.civ@mail.mil
(10) Hot Work Permits-The Contractor shall be responsible for obtaining hot work permits, if required, from the 502nd Civil Engineering Squadron Fire Department for any hot work required for this project.
(11) Existing Conditions Photographs: Contractor shall document existing conditions prior to beginning work.
(12) The Contractor shall coordinate the construction work with the 502d CES Project Manager and Camp Bullis personnel as required.
(13) The Government will conduct quality assurance (QA) inspections on all phases and types of work performed. The Government reserves the right to perform QA inspections at any time. The Contractor shall implement and maintain cost and schedule monitoring procedures adequate to provide performance reporting and timely identification and resolution of all problems that affect proper completion of this effort.
B. Civil
1) Pavement construction to include:
a) Asphalt Pavement-The government requires approximately 9,174 linear feet of existing asphalt pavement be milled and overlaid with new asphalt. New asphalt pavement shall match existing pavement, which is approximately 18-feet wide and include 2 foot wide shoulders made from A2 base on each side of the road a minimum 3-inch compacted base thickness to match the height of the new pavement. The pavement shall be 3-inches thickness of Hot Mix Asphaltic Concrete, as described in UFGS 32 12 16 Hot-Mix Asphalt (HMA) for Roads.
When the base course is approved, the first 1-1/2 inch lift of HMA will be laid and compacted directly onto the base course without prime coat. When the construction of the first lift of HMA is approved, the Contractor will apply tack coat as described in UFGS 32 12 13, Bituminous Prime and Tack Coats and then construct the final lift of 1-1/2 HMA.
b) Base Repair-700 linear feet of pavement has base failure. Remove and dispose of existing asphalt pavement and base. If exposed subgrade is rock do not lime stabilize to 6-inches deep; if clay, lime stabilize and compact to 6-inches deep, Place 6-inches compacted thickness of base over the lime stabilized subgrade and pave with 3-inches of Hot Mix Asphalt. Also remove a 16’ x 7’ cattle guard and replace with new base and new Hot Mix Asphalt.
c) Pothole Repair-Repair potholes in pavement near start of project with base as required and Hot Mix Asphalt. See Attachment 5.
d) Construction Surveying-Contractor shall provide surveying or survey related activity necessary to provide pavement horizontal and vertical location, control grade, thickness, and smoothness of the base and the pavement.
e) Traffic Control Plan-The Contractor shall prepare and submit a Traffic Control Plan drawn in AutoCAD. The Traffic Control Plan shall provide alternate access to all areas on Camp Bullis impacted by road closure and detour established for construction. The Traffic Control Plan shall clearly show all detour routes, detour signs, and barricade locations. The Traffic Control plan shall be prepared in accordance with the Texas Manual of Uniform traffic Control Devices (MUTCD).
The Contractor shall prepare the Traffic Control Plan as soon as possible after contract award to provide the Government Project Manager time to prepare and process the electronic Staff Summary Sheet (eSSS) required to get road closures and detours approved by the Air Base Wing Commander.
The Contractor will be responsible for setting up and maintaining all traffic control devices during the entire period of construction and removal when no longer needed. The Contractor is required to execute plan for the life of the contract until work is complete
f) Storm Water Pollution Prevention Plan. Shall include NPDES Permit and construction of: Silt Fence, Inlet Protection, Concrete Washout Pit, and any other Best Management Practices required by laws and regulations.
g) Striping Plan- Contractor shall restripe the new pavement with 120 mils thickness reflective thermoplastic paint for the centerlines, stop bars, painted islands and arrows.
h) Testing of asphalt, base, and subgrade shall be per UFGS 32 12 16 Hot-Mix Asphalt (HMA) for Roads.
i) Potholing - Contractor is responsible for patching pavement from potholing if done prior to road closure.
j) Restoration of Turf is required for all areas disturbed by the Contractor outside of the road and shoulder areas by sodding or hydromulch including construction of a temporary irrigation system to water turf until it is restored.
k) Pavement Removal- pavement removal by milling is preferred method per UFGS 32 01 16.71 Cold Milling Asphalt Pavement.
l) Reworking Base-The Contractor shall rework the base by bringing in new base material as required to meet proposed grade and 2% grade cross slope and rolling it and moisturizing it until it achieves compaction requirements per UFGS 32 11 23 Aggregate and or Grades Crushed Base Course.
m) Contractor Laydown Yard: Contractor laydown yard shall be a restricted area and it will be the Contractor’s responsibility to secure, protect, and maintain this area during construction and restore the laydown area after construction.
4. SUMMARY OF REQUIREMENTS:
A. Meetings. Kick-off Meeting. Contractor shall attend onsite kick-off meetings with the 502d Contracting Squadron, 502d Civil Engineer Squadron and user representative to insure all requirements are met, all aspects of the work to be done are understood, and work can proceed without issue.
5. SUBMITTALS:
All submittals must be made to the Government for approval, with an AF IMT 3000, Material Approval Submittal. Submittals include, but may not be limited to:
MSDS GA
Project Schedule GA Activity Hazard Analysis GA Site Safety Plan GA Quality Control Plan GA Material Listing FIO
Construction Site Maintenance FIO Noise Control FIO Permits GA Accident Prevention Plan (APP) GA Activity Hazard Analysis (AHA) GA Hot Work Permit GA Shop Drawings GA Product Data GA Test Reports FIO Existing Conditions Documentation GA Construction Schedule/Timeline GA Warranty GA Fire Safety Plan GA
GA (Government Approval) FIO (Information Only)
6. ATTACHMENTS:
Attachment 2:
DIVISION 01
01 30 00 Submittal Procedures 01 31 00.00 44 Project Meetings 01 32 01.00 10 Project Schedule 01 32 33 00 Schedule of Values 01 35 29 Occupational Safety and Health 01 35 30 Safety, Health, and Emergency Response 01 35 35 Environmental Protection 01 45 00.10 20 Contractor Quality Control 01 45 16.13 Quality Control Plan 01 52 13 00 Temporary Facilities and Controls 01 56 00.00 44 Dust Control 01 57 20.00 10 Environmental Protection 01 74 19.00 Construction Waste Management 01 77 00.00 20 Contract Close Out 01 78 00 Closeout Submittals 01 78 36.00 Warranty of Construction
Attachment 3:
Specifications: The Contractor shall comply with the following applicable United Facility Guide Specification (UFGS):
UFGS 31 00 00 Earthwork UFGS 31 32 11 Soil Surface Erosion Control UFGS 32 01 16.17 Cold Milling Asphalt Pavement UFGS 32 11 23 Aggregate and or Grades Crushed Base Course
UFGS 32 11 29
UFGS 32 12 10
UFGS 32 12 16
UFGS 32 17 23.00 20
UFGS 32 92 19
UFGS 32 92 23
Lime Stabilized Subgrade Bituminous Tack and Prime Coats Hot-Mix Asphalt (HMA) For Roads Pavement Markings Seeding Sodding
7. LIST OF ATTACHMENTS:
Attachment 2 General Requirements Specifications.
Attachment 3 Unified Facility Guide Specifications Attachment 4 Map showing Aerial View Houston / Cutoff Road.
Attachment 5 Map showing pothole repair location.
Attachment 6 Request to Use Radioactive Material Attachment 7 Work Clearance Request (Digging Permit)
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