Attachment 1 2nd Revised Statement of Work.pdf

REPAIR AC PAVING

March Air Reserve Base California Page 1 of 6

STATEMENT OF WORK

REPAIR AC PAVING

PDPG262483

163 CES CALIFORNIA AIR NATIONAL GUARD

MARCH AIR RESERVE BASE CA

2 OCT 2026

Amendment Items Highlighted

1 SPECIFIC REQUIREMENTS

1.1 PURPOSE

Repair approximately 60,000 square yards of asphalt concrete paving at all parking, storage, and roads for the 163 ATKW CA ANG at March ARB.

1.2 SCOPE

Work includes design, inspection, preparation, slurry seal types II and III, mill and overlay, demolition, grading, curbs, full depth replacement, landscaping, striping and signage.

A WORK PERMIT

Provide Storm Water Inlet Protection Plan including BMPs incorporating all paved areas.

Government will submit approved Plan to 452 CE and obtain AF103 Work Permit prior to start of construction. See BMPs and AF103 Work Permit.

B PAVING TYPES

Paving types and areas are shown on the Drawings.

1 SLURRY

Provide Slurry Seal Types II & III as indicated.

a PREPARATION

1. Clean all pavement areas by mechanical sweeping and air blowing.

2. Remove debris and loose material.

3. Treat oil contaminated areas.

4. Grind raised cracks.

5. Patch and grind patches level with pavement.

6. Grind 12” of AC surface adjacent to flush PCC paving to finish AC at PCC radius.

Flush PCC includes gutters, curbs, walks, pads, aprons, man doors and rollup doors.

See relevant Building Floor Plans for doors.

7. Rout cracks from 1/4”-1/2” wide.

b CRACK FILLING

1. Fill cracks wider 1/8” and wider with hot rubberized asphalt sealant struck flush with pavement surface suitable for level slurry application.

2. 4’ Overband cracks 1/2” and wider.

3. Linear feet and condition of repair determined by Contractor.

c SLURRY SEAL

Provide two applications of Type II or Type III slurry seal as indicated applied uniformly per Caltrans Section 37.

First Coat 25 lb/yd

Second Coat 20 lb/yd

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2 OVERLAY

Provide Mill and Overlay as indicated.

a Remove 2” of asphalt by milling or sawcut.

b Remove debris and loose material c Prep and Crack Filling per Slurry.

d Notify government of evidence of failed paving.

e Place and compact 2” minimum HMA 1/2 mix, PG64-10 binder per Caltrans Section

39. Increase paving thickness as required to achieve straight slope to drain.

f At flush PCC paving conditions finish AC at PCC radius

3 REPLACEMENT

Demo and provide Full Depth Paving as indicated.

a Design: Provided Survey and Grading and Striping Plan in Civil 3D.

1. Survey to include tree locations and diameter.

2. Grading Plan to include storm water calculation and PCC info below.

3. Striping Plan to include typical striping, marking, ADA markings, and signage details of the project.

4. Complete Storm Water Certificate attached. SWPPP is not required as total disturbed area is under one acre.

5. Submit preliminary plan.

6. Government will submit approved plans with certificate to 452 AF and obtain Work Permit prior to start of construction.

7. See Design Replacement Plans attached.

Paving area increases approximately 6’ north & south.

b Base: Provide 6” Class 2 AB placed in lifts and compacted to 95% relative compaction per Caltrans Section 26. Grade for drainage and proof roll prior to paving.

c Paving: Place and compact minimum depth 4” HMA 1/2 mix, PG64-10 binder per Caltrans Section 39. Place in lifts and compact to spec. provide tack coat, and finish to smooth grade with positive drainage.

d Curbs: Provide PCC curb and paving per Caltrans Section 73.

Over excavate -18”D FS, cut roots as required, compact and provide base.

e Base: Add and repair for 6” 3/4” Class 2 AB compacted to 95% per Caltrans Section 26.

f Paving: Paving: Place 4” HMA, 1/2 mix, PG64-10 binder per Caltrans Section 39.

g Planters: Grade and provide amendment at trees and mulch.

4 PCC PAVING

a. Portland Cement Concrete Paving shall be 2500 PSI minimum.

b. Smooth trowel finish.

c. 2” deep contraction joints.

d. Finish joints with 1/8” radius edger trowel.

e. Cold joints only, no expansion joints.

f. Walk added to 2275 assessable parking.

March Air Reserve Base California Page 3 of 6

C PAVEMENT MARKING AND SIGNAGE

Provide Pavement Marking and Signage as indicated.

1 Provide double line white striping 4” wide and other pavement markings per Caltrans Section 84.

a. Locate at existing.

b. Stop Signs and Accessible Parking Signs to remain unless noted otherwise.

2. Provide new Van Accessible parking stalls with striping, markings and signage per ADA.

a. Provide 9’x18’ accessible stall and 9’x18’ passenger side access aisle.

b. Locations are shown on the drawings.

D CONTRACTOR CAPABILITY

Contractor shall demonstrate experience in asphalt paving, slurry seal, and pavement rehabilitation projects of similar size and complexity.

1. Submit references for three comparable projects completed within the last five years including project description and owner contact information.

2. Provide qualified supervisory personnel experienced in paving and grading operations.

E INSPECTION

Provide independent Inspector with 5 years minimum experience in roadway and parking lot construction inspection including asphalt paving, slurry seal, aggregate base placements and compaction testing.

1. Submit Qualifications

2. Review and return to government Replacement Paving - Grading & Striping Plans.

3. Provide full-time inspection during placing the initial Slurry II, Slurry III, Overlay and Replacement. Submit to government.

a. Correct Material

b. Temperature

c. Time Limits

d. No Contamination

e. Correct Quantity

4. Inspect with Government each initial phase of work as follows

a. Slurry Preparation

b. Crack Filling

c. Slurry Seal Coat 1

d. Slurry Seal Coat 2

e. Overlay Milling

f. Overlay Paving

g. Replacement Subgrade

h. Replacement Base

i. Replacement Paving

j. Striping and Signage

5. Contractor shall not proceed until each phase has been inspected and accepted by Government.

March Air Reserve Base California Page 4 of 6

COST LINE ITEMS

A Paving data below is shown on the Drawings.

B Quantities shown are approximate.

C CLIN 1 is Base Bid. All else are Options.

S SLURRY O OVERLAY R REPLACEMENT

CLIN AREA BLDG SY TYPE

1 2276 1200 O

1 2273 1980 O

1 2278 700 O

1 2283 1000 S III

1 2276 2040 S II

1 2276 890 S III

1 2283 1160 S III

1 2273 2870 S II

2 2267 2640 S II

2 2272 3070 S II

2 2271 2800 S II

4 2 2270 2740 S II

2 2274 3180 S II

5 3 2315 4980 S II

3 2339 1440 S II

3 2339 1140 S III

6 1 2274 6790 S III

7 4 2275 4200 S III

4 2275 4740 S II

8 1 ROAD 5630 S III

9 1 2283 3085 R

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1.3 PERIOD OF PERFORMANCE 120 DAYS

1.4 ATTACHMENTS

A AOI Requirements

B Material Submittal Schedule

C AF103 Work Permit

D Storm Water Certificate

E Storm Water Inlet Protection BMPs, F Drawings – Areas 1 thru 4

G Building Floor Plans

H Contract Information

2 GENERAL REQUIREMENTS

2.1 BASE ACCESS

Per Contract Information and AOI Requirements

2.2 SUPERINTENDENT

Per Contract Information

2.3 ANTI TERRORISM TRAINING

Per Contract Information and AOI Requirements

2.4 SCHEDULE

Per Contract Information

A. Submit phasing/traffic plan.

2.5 SUBMITTALS

Per Contract Information

2.6 MEETINGS

Per Contract Information

2.7 CODES

Comply specifically with UFC 3-250-01 and all UFC requirements and codes and standards reference therein including applicable federal, state, and base codes. The most stringent requirements shall apply.

Contractor shall address discrepancies with government prior to construction.

2.8 CONSTRUCTION

Per Contract Information

2.9 CHANGES

Per Contract Information

2.10 TESTS & INSPECTIONS

Provide all required tests and inspections required by code.

2.11 WARRANTY

Per Contract Information

2.12 STAGING AND SITE ACCESS

A. All material and equipment brought on base shall be staged in locations determined by the COR.

B. Contractor parking shall be on site or designated stalls determined by the COR. On street parking is not permitted.

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2.13 DEMOLITION

Dispose per industry standards and regulations to approved off-base location.

2.14 PROJECT CLEANUP

Construction debris will be removed daily. Prior to final acceptance, contractor shall remove all waste materials and debris arising from construction and shall present all construction areas in a broom clean condition.

2.15 HOURS OF OPERATION

Construction shall be performed during normal duty hours 0700-1600, Mondays through Fridays, excluding federal holidays, unless otherwise required in the contract or approved by the COR. There may be situations that require the contractor to work at times other than normal working hours. When the Contractor’s work schedule conflicts with an Air Force mission requirement, the COR reschedule the work to minimize disruption.

2.16 RECOGNIZED HOLIDAYS

Contractor is not required to provide service on federal holidays, except in emergency situations. When a federal holiday falls on Saturday, the preceding Friday will be observed. If these holidays fall on Sunday, the following Monday will be observed. If a holiday falls on a scheduled service day, the Contractor will be responsible for rescheduling services for the first day post the holiday observance.

2.17 BASE CLOSURES

Work scheduled but not accomplished because of base closure due to weather, exercises, or actual alert, will be accomplished as soon as possible after reopening the base.

2.18 PERFORMANCE OF SERVICE DURING CRISIS OR HEIGHTENED SECURITY

In the event of crisis or heightened security caused by a national emergency, natural disaster, or other cause, continue performance as required in support of the Air Force mission. The Contract price and delivery schedule may be adjusted to reflect any change of work that may be directed. This service is not determined to be essential for performance during crisis according to DODI 3020.37.

2.19 INTERFACES

Do not unduly interfere with regularly scheduled Government operational activities in the performance of contract requirements. In the event a Government representative so requests, temporarily cease work in the area and report the instructions including the name of the Government person involved to the Contractor Officer Representative (COR) immediately by the most expedient means. Notify the COR verbally of disputes with customers or other base contractors and follow-up in writing.

2.20 SAFETY REQUIREMENTS AND REPORTS

Contractor shall perform work in a safe manner as required by OSHA Safety and Health Requirements.

Provide a verbal report to the COR as soon as possible of each occurrence of damage to Government property or an accident resulting in death, injury, occupational disease, or adverse environmental impact.

Provide a completed Accident Investigation Report to the COR within five calendar days of each occurrence.

2.21 PARTNERING AGREEMENT

The Partnering Agreement is between the Government and Contractor to facilitate joint cooperation and a sound partnership of all parties involved in the execution of this contract. Partnering is the creation of a Government-Contractor relationship that promotes achievement of mutually beneficial goals. It involves an agreement in principle to share the risk involved in completing the project and to establish and promote a nurturing partnership environment. Representatives from each organization are encouraged to participate in developing a partnering agreement. The partnering agreement that results may be formal or informal. A formal agreement shall be written and signed by the parties involved.