Attachment_1_SOW_Base_Asphalt_Repair.pdf
PDF 34 KB Posted
- Attached to
- Base Asphalt Repair Federal contract opportunity
- Solicitation number
- W912PQ-18-B-8001
About this file
Statement of Work
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| SF_30_AMD.pdf | ||
| Base_asphalt_repairs_Drawing-27_June.pdf | ||
| Bid_Questions_-_Micro__Crack_Seal_27_June.pdf | ||
| SOW_Base_Asphalt_Repair_Update_27_June.pdf | ||
| W912PQ-18-B-8001.pdf | ||
| Attachment_2_Pavement_Maint._Plan.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STATEMENT OF WORK
Cleaning, Sealing, Filling Cracks / Joints, Microsurfacing and Marking / Striping of Asphalt Roadways and Parking Lots
174th Attack Wing
Hancock Field ANG Base 6001 East Molloy Road
Syracuse, New York 13211
9 APR 2018
Table of contents
1. SCOPE OF WORK
2. AREA OF WORK
3. DESCRIPTION OF WORK
4. PERIOD OF PERFORMANCE
5. MATERIALS
6. MATERIAL SUBMITTALS
7. GENERAL CONDITIONS
8. DIFFERING SITE CONDITIONS
9. GOVERNMENT WORKING HOURS
10. UTILITIES
11. DISPOSAL OF MATERIALS AND CLEANUP
12. MATERIAL & EQUIPMENT ACCOUNTABILITY
13. SECURITY
14. ESCORTS
1. SCOPE OF WORK:
The contractor shall provide all personnel, equipment, tools, materials, supervision, transportation, and other items and services necessary to complete the work as described in this Statement of Work. Work location is the 174th Attack Wing (174 ATKW), 6001 East Molloy Road, Syracuse, New York 13211 on Hancock Field Air National Guard Base, Syracuse, New York 13211.
2. AREA OF WORK:
Contractor shall work only in the areas designated by Contracting Officer (CO) or the Contracting Officer Representative (COR). Contractor to coordinate areas of work, equipment and materials staging location(s) with COR to ensure 174th personnel have alternate parking locations and driving routes if and when required.
3. DESCRIPTION OF WORK:
3.1. The work specified by this section consists of furnishing all labor, equipment, tools, appliances, transportation, materials, and quality control reports required to perform Cleaning, Sealing, Filling of Cracks, Microsurfacing, and Marking / Striping of Asphalt Roadways and Parking Lots at 174ATKW Air National Guard Base as shown in the contract drawings and as otherwise specified herein. The Cleaning, Sealing, Filling Cracks, Microsurfacing, and Marking / Striping of Asphalt Roadways and Parking Lots must be completed without damage to pavement, grounds or other such surrounding government property.
3.2. All work performed under this SOW shall be conducted in accordance with all applicable state and federal laws and regulations, ANG policies and regulations, and this SOW as outlined below to include but not limited to the MUTCD and or NYS DOT Standard Specifications (US Customary Units), Construction and Materials, Section 633 CONDITIONING EXISTING PAVEMENT PRIOR TO HOT MIX ASPHALT (HMA) OVERLAY, subsection(s) 633-3.02, 633-5.02 and 633-5.03 Cleaning, Sealing and/or Filling Joints and Cracks, SECTION 635 - CLEANING AND PREPARATION OF PAVEMENT SURFACES FOR PAVEMENT MARKINGS, All roadway striping will comply with SECTION 640 -
REFLECTORIZED PAVEMENT MARKING PAINTS, SECTION 702 BITUMINOUS MATERIALS,
SECTION 703.01 FINE AGGREGATES, SECTION 703.02 COURSE AGGREGATES and Section727-
05 GLASS BEADS FOR PAVEMENT MARKINGS.
3.2.1. Pavement marking Colors to be White Paint Reflectorized Pavement Stripes – 15 mils thick
(minimum) roadway edge/ intersection lines, Yellow Paint Reflectorized Pavement Stripes - 15 mils thick (minimum) for the roadway center line and other areas as outlined in SOW. The government engineer assigned will have final say in use, type, application, dimensions and positioning of all materials proposed to be or used in completion of this project SOW.
3.2.2. Crackfill Material shall be PG 64S-22 + Fiber. Material shall be applied to cracks no smaller than ¼” wide and no wider than 1”.
3.2.3. Micro-surfacing will be a single lift, type 2, utilizing a polymer modified CSS-1H emulsion, applied at 22lbs per square yard +/- 4lbs. Reference attached Microsurfacing spec for additional information.
3.3. CLIN One (1) Roadway Crack Sealing, Parking Lot and Roadway Pavement Markings and
Microsurfacing: In accordance with the SOW, contractor will survey all surfaces listed for Cleaning, Sealing, Filling Cracks and the areas to be Microsurfaced upon which will be the basis of the bid.
Government estimates are as follows;
3.3.1. Approximately Fifty Thousand (50,000) Square Yards of parking lots to be Microsurfaced All microsurfacing shall be completed prior to any and all pavement marking.
3.3.1.1. Abrading of pavement markings required prior to microsurfacing, quantity to bed determined by contractor upon site visit.
3.3.2. Approximately Four Thousand Five Hundred (4,500) gallons of crack seal to be applied. All cracks
/ joints sealed in a parking lot / road area shall be accomplished prior to application of any and all microsurfacing.
3.3.3. Forty-two (42) handicap parking symbols and spaces to be outlined and painted according to NYSDOT standards
3.3.4. Eight-hundred (800) parking spaces / stalls to be outlined
3.3.5. Seventy-thousand (70,000) linear-feet of road striping, all inclusive of four (4) inch dual yellow center lines and white edge marking with application of reflective glass beads
3.3.6. Thermoplastic: Sixteen (16) crosswalks with twelve (12) inch wide outline and cross lines approximately One-hundred-fifty (150) linear feet each with application of reflective beads
3.3.7. Thermoplastic: Twenty (20) Stop lines twelve-inch (12) wide and the word “STOP” twelve (12) inch wide by eight (8) foot tall with application of reflective beads
3.3.8. Approximately One-thousand (1000) linear feet of misc. traffic markings to be applied.
3.3.9. Two (2) each left turn arrows, two (2) each right turn arrows, four (4) each words “ONLY” in conjunction with the left and right turn arrows all dimensions of words, stripes traffic markings shall be applicable, NYSDOT, MUTA at a minimum
All quantities, linear, square footage or yardage referenced in this SOW are for estimate purposes only and shall be validated by contractor for final bid submission.
4. PERIOD OF PERFORMANCE:
Work must be completed in 120 days to support the duties of 174 ATKW personnel and safety of the Mission.
5. MATERIALS:
Construction materials must meet code specification and New York State Department of Transportation Standard Specifications (US Customary Units), Construction and Materials, dated January 1, 2017, for northern construction.
6. MATERIAL SUBMITTALS:
The contractor shall submit to the CO for approval all items listed on attached Material Submittal Schedule, AF Form 66 within 10 calendar days of the notice to proceed - or - provide a copy of the AF Form 66 indicating when each material submittal shall be submitted for approval. Ensure that any disapproved material submittal will not impact the approved project execution schedule, as disapproved submittal shall not be considered grounds for a time extension. Allow for a minimum of 5 calendar days for the Government’s processing of material submittals. The contractor shall not order, deliver or install any materials without CO’s material approval or remove any materials on site, which have not been properly approved.
7. GENERAL CONDITIONS:
Contractor and all personnel shall comply with the Standard Industry of New York State Codes and New York State Department of Transportation Standard Specifications (US Customary Units) dated 2017, local, state, National Guard Bureau policies, federal laws and regulations as applicable. Contractor shall work within the time line specified by COR.
7.1. Contractor shall field verify all site conditions, quantities, measurements, and project requirements.
7.2. Contractor shall protect and barricade all work areas at all times to protect workers and the public from injury.
7.3. Contractor shall protect all structures, utilities, vegetation, sidewalks and vehicles from damage at all times. Replace all damaged materials with new materials to the satisfaction of the Government, at no additional cost to the Government.
8. DIFFERING SITE CONDITIONS:
Bring any unforeseen project conditions to the attention of the CO immediately. Differing site conditions, which may alter the scope of work, shall be approved by the CO prior to such work being performed.
9. GOVERNMENT WORKING HOURS: Work hours shall be Monday thru Friday 0700-1530 hours, with the exception of Federal holidays. Contractor must have prior approval in writing to work outside these guidelines.
10. UTILITIES: The Government shall provide at no cost to the Contractor reasonable amounts of water and electricity to support the contract. Hook up will be to existing outlets and will be the contractors responsibility.
11. DISPOSAL OF MATERIALS AND CLEANUP:
The contractor shall not use any government disposal bins, dumpsters or trash receptacles for any reason at any time. The contractor shall provide appropriate disposal bins/trash receptacles. Approval of disposal bins/trash receptacles location(s) shall be coordinated through government project manager. The contractor shall not allow debris to leave the work area due to potential damage to aircraft engines. Contractor shall coordinate with the base Environmental Management Office (EMO) prior to disposing any materials off base. All debris or trash shall be disposed of off base. All demolition debris shall be disposed of at a permitted landfill, with landfill authorization, unless other arrangements have been coordinated through the EMO. Provide proof of landfill disposal from the landfill that accepts the materials. This may be accomplished by providing the government project manager with landfill receipts; waste manifests, or weight tickets from the landfill that accepts the construction debris. Contractor shall clean up after each work period and dispose of all debris at the close of each day.
12. MATERIAL & EQUIPMENT ACCOUNTABILITY:
Notify the government project manager prior to delivery of any material or equipment to the site. The contractor shall ensure someone is available to receive delivered materials and able to store them safely in an area to be coordinated with the government project manager. Any materials delivered without prior coordination and without having someone to take receipt, shall not be accepted and turned away.
13. SECURITY:
174th ATKW Security Forces shall monitor the incoming and outgoing of work personnel during the duration of the project. All deliveries shall be coordinated with the COR to arrange for their entrance onto 174th ATKW property.
14. ESCORTS:
A security briefing will be conducted prior to the start of the contract.
14.1. All Contractor personnel shall have a minimum of one (1) Form of Photo Identification with them at all times.
File details come from the government source that posted it.