2-SPECS.pdf

IFB No. W912DW-25-B-0005

FY25 Quillayute River Hydraulic Dredging La Push, Washington

Invitation For Bid

DB SP JOB# 24016

FY25 Quillayute River Hydraulic Dredging 24016 La Push, WA

W912DW-25-B-0005 01 00 00 TOC - 1

SECTION 01 00 00

TABLE OF CONTENTS

TECHNICAL SPECIFICATIONS

Section No. Section Title

00 11 00 Bid Schedule

01 00 00 Table of Contents

01 11 00 Summary of Work

01 11 00-A Project Benchmarks

01 11 00-B Bridge Inspection Report

01 20 00 Price and Payment Procedures

01 33 00 Submittal Procedures

01 33 00-A Example Submittal Register Form 4288

01 33 00-B Transmittal Form 4025

01 35 26 Governmental Safety Requirements

01 45 00 Quality Control

01 45 00.15 10 Resident Management System Contractor Mode (RMS CM)

01 57 19 Temporary Environmental Controls

01 57 19-A Environmental Protection Agency (EPA) Water Quality Certification (WQC)

01 57 19-B Water Quality Monitoring Plan (WQMP)

01 57 19-C Inadvertent Discovery Plan

35 20 23 Dredging

35 20 23-A U.S. Geologic Survey (USGS) Wentworth Grade Scale

35 20 23-B DNR Disposal Reports

--END OF SECTION--

W912DW25B0005 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

UFGS 02/24; NWS NAV 10/24

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

EM 1110-2-1003 (2013) Engineering and Design -- Hydrographic Surveying

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

ER 415-1-17 (2012) Construction -- Construction Contractor Performance Evaluations

1.2 SUBMITTALS

Government approval is required for submittals with a "G" classification. Submittals not having a "G" classification are for information only (FIO). Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Baseline Project Schedule; G Notice to Mariners; FIO

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Project work consists of hydraulic maintenance dredging of the Quillayute River Federal navigation channel, the access lanes within the boat basin, and the boat basin. All material is to be placed in defined areas as shown on plans within the in-water work window. The in-water work window for placement on first beach is 1 Sep 2025 through 28 February 2026. The in-water work window for placement at Site B is 16 Sep 2025 through 28 February 2026.

1.3.2 Location

The work is in La Push, Washington (WA) within the Quileute Tribal Reservation. The exact location is shown on the plans.

1.4 PROJECT SCHEDULE

1.4.1 Baseline Project Schedule

Within 10 calendar days after Notice to Proceed and prior to the start of work, prepare and submit to the Contracting Officer Representative (COR) a Baseline Project Schedule in accordance with the terms

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in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced.

1.4.2 Schedule Monthly Updates

Update the Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work.

1.4.3 2-Week Look Ahead Schedule Prepare and issue a 2-Week Look Ahead schedule prior to the weekly coordination meetings to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the 2-Week Look Ahead Schedule.

1.5 SUPERVISION

1.5.1 Superintendent Qualifications

Provide a project superintendent with a minimum of 5 years’ experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The COR may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question. For projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.5.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work. In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.5.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be always on-site during the performance of this contract until the work is completed and accepted.

W912DW25B0005 01 11 00 - 3

1.5.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6 PROJECT SPECIFIC PHYSICAL DATA

Data and information furnished or referred to below is for information only. The Government will not be responsible for any interpretation or conclusion drawn by the Contractor from this data and information. See FAR Clause 52.236-4 PHYSICAL DATA for additional information.

1.6.1 Right-of-Way

The Government will provide the right-of-way for the work specified. Within this right-of-way, the Contractor may use unoccupied portions of the land as designated by the COR. At any point during the work, if additional space within the right-of-way is needed for other purposes, the Contractor, at no expense to the Government, shall promptly vacate and clean up any previously allotted or used areas as directed by the COR. The Contractor is responsible for maintaining orderly and sanitary conditions for buildings and grounds used on-site. If additional space or lands are required for material yards, job offices, or other purposes, the Contractor shall obtain them at their own expense.

1.6.2 Condition of the Area

The condition of the area when last surveyed is shown on the drawings.

1.6.3 Obstruction of Channel

The Government is not obligated to keep the channel clear of vessels or other obstructions, except as specified by regulations set by the Secretary of the Army in accordance with Sections 15, 19, and 20 of the Rivers and Harbors Appropriation Act of 1899 (33 USC 410 et seq.). The Contractor will perform the work in a way that minimally obstructs navigation. If the Contractor’s equipment obstructs the channel, it will be promptly moved upon approach of a vessel to allow safe and practicable vessel passage. Upon completing the work, the Contractor will promptly remove their plant, including ranges, buoys, piles, and other markers placed under the Contract in navigable waters or on shore. No additional payment will be made for delays caused by waterway activities.

1.6.4 Datum and Benchmarks

The vertical plane of reference is NOS mean lower low water (MLLW) (U.S, Survey feet, epoch 1983- 2001). Horizontal control is based on Lambert Grid Projection for Washington North Zone 4601, NAD 83/2011. The Benchmarks for this area are designated as the following (Attachment 01 11 00-A):

a. 2396 G 2005, PID BBBL38. The benchmark is a 9/16" stainless steel deep rod driven 16.63 m (54.6 ft) to refusal, located just south of the Quileute Marina Boat Ramp, 3.7 m (12.1 ft) north of a utility pole, 2.8 m (9.2 ft) west of the centerline of the asphalt walk 0.62 m (2.0 ft) east of the orange witness post, and 0.15 m (0.5 ft) below the natural grade.

b. 944 2396 TIDAL 7, PID SD0158. To reach the station from the junction of SR101 and SR110 (La Push Rd.) north of Forks; go southwesterly 13.8 miles where the road turns right and becomes Alder Street; then left on river street to a three-way intersection at Main Street; then turn left on Main Street; go approximately 200 feet to an asphalt drive leading to a two-story wooden

W912DW25B0005 01 11 00 - 4

building made of cedar shakes and blue metal roof (formerly the Coast Guard Administration Building), Quileute Tribal School.

c. 11+00 - 25+00 F. LT TOE. To reach the station from the junction of SR101 and SR110 (La Push Road) north of Forks; go southwesterly 13.8 miles where the road turns right and becomes Alder Street; then left on river street to a three-way intersection with Main Street; turn right on Main Street turn right on Main Street, go 0.2 mile to a gravel drive entrance to the Quileute Marina Boat Ramp. From the benchmark is approximately 250.00 feet N35E on the east edge of gravel drive thru the boat trailer parking area. The benchmark is a brass disk set flush in a 1.00 feet x 0.80-foot concrete base flush with natural ground. 15.00 feet east of the approximate centerline gravel drive, 12.30 feet S75W from power pole 219142, and 91.40 feet N20E from power pole 219143.

1.6.5 Bridges

There is one concrete box girder bridge on Mora Road named Dickey River Bridge. Clearances are as follows and are approximate. The Contractor must follow suggestions and restrictions listed in the attached Bridge Inspection Report (Attachment 01 11 00-B). Dickey River Bridge on Mora Rd. 2 lane concrete girder bridge, Structure # 9500-008P, 2 lane road, deck width 30.5 ft, curb to curb width 24 ft Bridge, and total length 224 ft. Location: From HWY 101, 7.8 MI. west on HWY 110; Turn right onto Mora Road; 4.1 MI to Bridge.

1.7 LOCAL NOTICE TO MARINERS

a. Contractor shall request a Local Notice to Mariners (otherwise known as NTM or LNM) from the

U.S. Coast Guard at least fourteen (14) calendar days prior to the start of any dredging or in water work, in writing via email:

D13-SMB-D13-LNM@uscg.mil Commander, 13th Coast Guard District (dpw) 915 Second Avenue, 35th Floor, Room 3510 Seattle, Washington 98174

b. A copy must be submitted to the COR at least fourteen (14) calendar days prior to start of any dredging.

c. The NTM must be updated and submitted to the USCG any time there is a change in timing and/or work area, and at minimum, every two weeks within each work window, with a copy submitted to the COR.

1.8 PERMITS AND RESPONSIBILITES

The Government has obtained the following permits/licenses related to the construction of this project:

a. Water Quality Certification(s) (WQC) and Water Quality Monitoring Plan (WQMP) (details are provided in Specification Section 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS).

The Contractor must obtain all other necessary permits and licenses for this project in accordance with FAR Clause 52.236-7, PERMITS AND RESPONSIBILITIES. Comply with all provisions and conditions of these permits, authorizations, and licenses at no extra cost to the Government. The Contractor is also responsible for any corrective action related to violations of the WQC and WQMP, including physical corrective actions and covering all associated financial costs, such as fines imposed on the project.

mailto:D13-SMB-D13-LNM@uscg.mil

W912DW25B0005 01 11 00 - 5

1.9 COORDINATION

1.9.1 Tribal Coordination

The project is located within the boundaries of the Quileute Tribe’s usual and accustomed fishing area.

Depending on the fish run, Tribal fishing will be occurring in the navigational channel and boat basin, in various locations and at various times during the construction operation. Dredging / Construction shall not interfere with Tribal fishermen. Prior to commencing dredging / construction activities, the Contractor shall coordinate its activities with the Quileute Tribe. The Tribal Point of Contact is Mr. Larry Burtness, telephone 360-374-6311 or e-mail: larry.burtness@quileutenation.org . The Contractor shall also provide a copy of its final dredging and disposal work schedule to the tribal POC prior to performing dredging operations.

Pursuant to the FAR Clause 52.236-7 PERMITS AND RESPONSIBILITIES, Government contractors are required to comply with all laws, codes, and regulations applicable to the performance of the work.

Pursuant to the FAR Clause 52.229-3 FEDERAL, STATE, AND LOCAL TAXES, the contract price is to include all applicable taxes and duties. The Government will not reimburse contractors for additional costs resulting from any tribal fees or ordinances amounting to direct taxation on the Government.

Such costs, if applicable, must be reflected in the contract price.

1.9.2 Olympic National Park Coordination

The Contractor must coordinate in advance with Olympic National Park. The park will provide access through Mora Road to disposal Site B on the Quillayute Spit and has permitted the Contractor to transport construction equipment on Mora Road to the project site. The Contractor must follow suggestions and restrictions listed in the attached Bridge Inspection Report (Attachment 01 11 00-B).

Equipment maintenance must take place outside the park boundaries and away from waterways. If the Contractor needs to move logs and rocks in the parking lot to gain access to the project site, the area must be returned to its original state once the project is complete. Points of contact for the National Park Service are:

Chief of Facilities Maintenance, Jeff Doryland at (360) 565-3151 Deputy Chief of Facilities Maintenance, Zack Gray at (360) 565-3150.

1.9.3 U.S. Coast Guard Coordination

Dredging in and around the USCG moorings is a requirement of this contract. The Contractor must coordinate with the USCG Station Quillayute staff to arrange USCG vessel relocation to access the USCG moorings. The USCG may provide special directions to the Contractor, especially if the Contractor’s dredge plant or vessels obstruct the channel, or in the case of weather or other issues requiring the Contractor to relocate dredging equipment. The Contractor must notify the COR in writing of any USCG directions. The USCG Point of Contact is the Officer of the Day at (360) 374-6469.

1.10 PROTECTION AND RESTORATION OF PROPERTY

The work shall include the preservation of all public and private property, monuments, power and telephone lines, other utilities, etc., along, and adjacent to the disposal areas insofar as they may be endangered. All utility lines shall be repaired immediately at the Contractor’s expense. The Contractor shall coordinate with the applicable utility companies, agencies, and property owners. Contractor shall provide temporary utility services if necessary. When or where any direct or indirect damages or injury are done to public or private property by, on account of, any act, omission, neglect, or misconduct in

W912DW25B0005 01 11 00 - 6

the execution of the work, or in consequence of the non-execution thereof, such property shall be restored to a condition similar and equal to existing before such damage or injury was done. The restoration shall be completed before final acceptance of the project.

1.11 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR Clause 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by Washington State law. Proof of insurance shall be provided to the Contracting Officer.

1.12 PROPOSED PROJECT MODIFICATIONS

Submit price proposals for proposed modifications in accordance with the requirements of the DFARS Clause 252.236 7000 MODIFICATION PROPOSALS – PRICE BREAKDOWN. If change order work impacts or delays other unchanged contract work, the costs of such impacts or delays shall be included in the proposals and separately identified.

1.13 CONTRACTOR PERFORMANCE ASSESSMENT REPOSITORY SYSTEM (CPARS)

In accordance with the provisions of FAR Clause 36.201 EVALUATION OF CONTRACTOR PERFORMANCE, the Contractor’s performance will be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in ER 415-1-17 to fulfill this FAR requirement. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of sixty (60) calendar days. Access is granted by a network of government Focal Points. Typically, there are many Focal Points assigned to the agency. If you require assistance with identifying your Focal Point, please email the CPARS helpdesk (webptsmh@navy.mil) with the contract/order number you are trying to access, and they will provide the Contractor with the Focal Point name and contact information.

PART 2 PRODUCTS

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PART 3 EXECUTION

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BRIDGE INSPECTION REPORT

DICKEY RIVER BRIDGE (MORA)

RIALTO BEACH ROAD OVER DICKEY RIVER

OLYMPIC NATIONAL PARK

LOOKING WEST

STRUCTURE NO. 9500-008P

INSPECTION TYPE: ROUTINE

INSPECTION DATE: 8/11/2021

SOUTH (DOWNSTREAM) SIDE

Report prepared by:

Federal Highway Administration Federal Lands Bridge Office Bridge Inspection and Management Program 21400 Ridgetop Circle Sterling, Virginia 20166 https://bridge.flhd.fhwa.dot.gov https://bridge.flhd.fhwa.dot.gov

STRUCTURE SUMMARY STRUCTURE NO. 9500-008P

DICKEY RIVER BRIDGE (MORA) INSPECTION DATE: 08/11/2021

BRIDGE IDENTIFICATION AND DESCRIPTION

MAIN SPAN MATERIAL:

MAIN SPAN TYPE:

# OF BEAMS, MAIN SPAN: .

DECK TYPE:

WEARING SURFACE:

ABUT. FOUNDATIONS:

PIER FOUDNATION(S):

ABUTMENT / PIER MAT'L: ..

PROJ./PLAN REF. NO:

NPS ROAD CLASS:

STRUCTURE HISTORY:

2 - CONCRETE CONTINUOUS

06 - BOX BEAM OR GIRDERS -

1 - CONCRETE CAST-IN-PLACE

0 - NONE

3 - SPREAD FOOTING ON PILES

3 - SPREAD FOOTING ON PILES

1 - CONCRETE

ONP 2177

2 - CONNECTOR ROAD

2003-APPROACHES RESURFACED

LOCATION

NO. OF MAIN SPANS:

NO. OF APPR. SPANS:

STRUCT. TOTAL LENGTH: .

MAX. SPAN LENGTH:

DECK WIDTH:

CURB TO CURB WIDTH:

YEAR BUILT:

YEAR RECONSTRUCTED: .

SKEW ANGLE:

FRACTURE CRITICAL:

224.0 FT (68.3 M)

88 FT (26.8 M)

30.5 FT (9.3 M)

24.0 FT (7.3 M)

0 ° N

OLYMPIC NATIONAL PARK MILE POINT: .. 11.90 (KM PT 3.63)

STATE: .............................. 530 - WASHINGTON LOCATION: .... FROM HWY. 101, 7.8 MI. WEST ON

HWY. 110; TURN RIGHT ONTO MORAFACILITY CARRIED: ......... RIALTO BEACH ROAD

ROAD; 4.1 MI. TO BRIDGE.FEATURE INTERSECTED: DICKEY RIVER

INSPECTION TEAM: P. Clark, J. Hensley

CONDITION ASSESSMENT:

Jordan Hensley

REPORT REVIEW:

Reinaldo Silvestry

REPORT APPROVAL: Date: 02/02/2022

Jorgomai Ceesay

STRUCTURE EVALUATION SUMMARY

This concrete box girder bridge is in fair condition overall due to widespread cracking of the superstructure concrete. To help reduce the rate of deterioration, the deck surface should be cleaned and sealed with a silane or siloxane sealant. The condition of the superstructure will continue to be monitored during future inspection cycles.

Other problems include a missing nut from a connection at the west end of the north railing; pack rust with section loss at the rail expansion joints; and accumulated debris and untrimmed vegetation around the bridge.

Corrective measures should be taken as outlined in this report to prevent the possible development of more serious or costly problems in the future.

RECOMMENDATIONS AND ESTIMATED COSTS STRUCTURE NO. 9500-008P

DICKEY RIVER BRIDGE (MORA) INSPECTION DATE : 08/11/2021

PRIORITY OF IMPROVEMENT226

A (Critical) - Structure is closed, in immediate damage of collapse, or presents a critical safety danger.

B (Major) - Structure is seriously deficient or presents a safety hazzard, but can remain open at reduced loads or with frequent inspections.

C (Moderate) - Structure is deficient, functionally obsolete, or requires substantial repairs to prevent a serious deficiency or unsafe condition.

D (Minor) - Structure is generally in good condition. Preventive maintenance may be required.

E (Special) - Structure is under construction or reconstruction.

D

Item No.

Maintenance Recomendations

(GENERALLY NOT FLHP ELIGIBLE)

QTY. UNIT UNIT

COST

PRELIM.

COST

ESTIMATE

222.9 PERIODICALLY REMOVE VEGETATION GROWTH

CROWDING BRIDGE CORNERS. 1 LS 2000 2000

PRELIM. MAINTENANCE TOTAL : 2000

Item No.

REHABILITATION/RECONSTRUCTION

(TYPICALLY NEEDED WITHIN 5 YEARS)

QTY. UNIT

UNIT

COST

PRELIM. COST ESTIMATES

REHAB RECONSTR

58.1 CLEAN AND SEAL DECK SURFACE WITH

APPROVED SILANE/SILOXANE SEALANT TO

PREVENT WATER INTRUSION.

1 LS 57000 57000

58.6 REPLACE NUT MISSING FROM BASE PLATE AT

NORTHWEST RAILING END. 1 LS 1000 1000

CONTRACT COSTS FOR MOBILIZATION,

TRAFFIC CONTROL, AND DESIGN AND

CONSTRUCTION ENGINEERING.

1 LS 62000 62000

PRELIM. REHABILITATION/RECONSTRUCTION TOTAL : 120000

COST ESTIMATE SUMMARY

PRELIM. MAINTENANCE TOTAL :

PRELIM. REHABILITATION TOTAL :

PRELIM. RECONSTRUCTION TOTAL : .. 0

TOTAL ITEMIZED COSTS:

PRELIMINARY ESTIMATE TOTAL * :

(*Includes typical contract costs for mobilization, traffic control and design/construction engineering: but does not include detour bridges, work beyond the bridge limits, or work not listed above. Estimates are approximate and are for planning purposes only; they should not be used as a complete or final engineers estimate.)

Remarks : Cost estimates assume that recommended actions will be combined with similar work being performed on other structures.

FIELD INSPECTION REPORT STRUCTURE NO. 9500-008P

DICKEY RIVER BRIDGE (MORA) INSPECTION DATE: 08/10/2021

58. DECK

1. DECK SLAB

4. RIDEABILITY

5. CURBS, SIDEWALKS, AND MEDIAN

6. PARAPETS AND/OR RAILINGS

7. DRAINS AND DRAINAGE

8. UTILITIES

9. DEFLECTION AND/OR VIBRATION

10.OTHER:

59. SUPERSTRUCTURE

1. BEARING DEVICES

2. GIRDERS OR BEAMS

3. ARCH(ES) OR SLAB(S)

4. FLOOR BEAMS AND STRINGERS

5. TRUSSES

6. DIAPHRAGMS AND BRACING

7. PAINT

8. FASCIA(E)

9. DEFLECTION AND/OR VIBRATION

10.ALIGNMENT

11.OTHER

60. SUBSTRUCTURE

61. CHANNEL

1. ALIGNMENT

2. EROSION AND/OR SCOUR

3. CHANNEL PROTECTION

4. WATERWAY OBSTRUCTIONS

5. OTHER

6. ADEQUACY OF OPENING

7. NORMAL VELOCITY

8. AVERAGE CLEAR OPENING

9. STREAMBED COMPOSITION:

222. APPROACHES

1. APPROACH SLABS

2. RELIEF JOINTS

3. APPROACH GUARDRAIL

4. SURFACING

5. EROSION

6. SETTLEMENT

7. SIGNS

8. ALIGNMENT

9. OTHER

223. RETAINING WALL

1. WALL

2. WEEP HOLES

3. FOUNDATION

4. EROSION AND/OR SCOUR

5. SETTLEMENT OR DEFLECTION

6. OTHER

F

G

G

G

G

G

N

N

F

N

N

N

N

N

N

G

G

N

G

G

N

F

N

1- SUFF

3 - LOW

N

N

N

G

G

F

F

N

N

2. EXPANSION JOINTS N

3. WEARING SURFACE N

G 16 FT

F

CONDITION RATING CODE EQUIVALENTS FOR SUB-ELEMENTS

G = GOOD (CODES 7 - 9) F = FAIR (CODES 5 - 6) P = POOR (CODES 0 - 4)

CONDITION RATING CODES FOR ITEMS 58 - 62, 222, 223

NOT APPLICABLEN

EXCELLENT CONDITION9

VERY GOOD CONDITION - no problems noted.8

GOOD CONDITION - some minor problems.7

SATISFACTORY CONDITION - structural elements show some minor deterioration.6

FA R CONDITION - all primary structural elements are sound but may have minor section loss, cracking, spalling, or scour.

POOR CONDITION - advanced section loss, deterioration, spalling, or scour.4

SERIOUS CONDITION - loss of section, deterioration, spalling, or scour have seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present.

CRITICAL CONDITION - advanced deterioration of primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the structure until corrective action can be taken.

“ MM NENT” FA LURE CONDITION - major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability.

Structure is closed to

FA LED CONDITION - out of service; beyond corrective action. 0

MUD, SAND

ABUTMENTS

1. BREASTWALLS OR COLUMNS G

2. PILE BENTS N

3. CAPS AND/OR BEARING SEATS G

4. BACKWALLS AND/OR BULKHEADS G

5. FOUNDATIONS N

6. WINGWALLS N

7. WEEP HOLES N

8. EXPANSION JOINTS N

9. EROSION AND/OR SCOUR G

10.SETTLEMENT OR DEFLECTION G

11.SLOPE PROTECTION N

12.OTHER N

36. TRAFFIC AND SAFETY FEATURES

A. BRIDGE RAILINGS:

B. TRANSITIONS:

C. APPROACH GUARDRAILS:

D. APPROACH GUARDRAIL ENDS:

N

N

N

PIER(S) TRAFFIC SAFETY RATING CODES

13. WALLS AND/OR COLUMNS G

N

N

N

G

G

N

0 - Does not meet standards or a safety features is 14.PILE BENTS required and none is provided.

15.CAPS AND/OR BEARING SEATS

1 - Meets currently acceptable standards.

16.FOUNDATIONS

17.EROSION AND/OR SCOUR N - Not applicable or a safety features is not required.

18.SETTLEMENT OR DEFLECTION

19.OTHER

FIELD INSPECTION REPORT STRUCTURE NO. 9500-008P

ITEM REFERENCE AND REMARKS

58.1 MODERATE (UP TO 0.08"W) TRANSVERSE AND DIAGONAL CRACKING THROUGHOUT DECK SURFACE. MINOR HORIZONTAL CRACKING IN DECK SIDES, MAINLY AT PIERS AND END SPANS, WITH HEAVY EFFLORESCENCE. CONCENTRATED AREAS OF WIDESPREAD MINOR TRANSVERSE CRACKING WITH MODERATE EFFLORESCENCE ON UNDERSIDE OF OVERHANGS AT PIERS.

AREAS OF MINOR MAP CRACKING WITH EFFLORESCENCE IN SOUTH DECK OVERHANG IN EAST SPAN. MINOR ABRASION OF

DECK SURFACE WITH EXPOSED AGGREGATE. RANDOM MINOR POPOUTS IN DECK.

MINOR SCRAPES ON GUARD ANGLE AT DECK ENDS.

58.5

222.6

SIDEWALK ON SOUTH SIDE OF BRIDGE, CURB ON NORTH SIDE; MINOR TRANSVERSE CRACKING. MODERATE TRANSVERSE AND LONGITUDINAL CRACKING AND DELAMINATION OF APPROACH SIDEWALKS. UP TO 3" OF APPROACH SIDEWALK SETTLEMENT AT

BRIDGE ENDS; UP TO 5" DROP-OFF AT SIDEWALK ENDS.

OPEN JOINTS IN SIDEWALK AND CURB WITH MODERATE VEGETATION GROWTH IN JOINTS.

ASPHALT TRANSITIONS AT BRIDGE ENDS TO ALLEVIATE SETTLEMENT OF APPROACHES; 1/2" SETTLEMENT REMAINS AT WEST

APPROACH.

58.6 WEATHERING STEEL BRIDGE RAILINGS. NUT MISSING FROM BASE PLATE AT NORTHWEST RAILING (2ND POST FROM END).

MINOR WIDE SPREAD PITTING IN RAILS AND SUPPORTS. PACK RUST AND SECTION LOSS IN RAIL EXPANSION JOINTS.

58.7 MINOR DEBRIS ACCUMULATION ALONG CURBLINES. BOX GIRDER DRAINS ARE CLEAR.

BIRDS NOTED ENTERING BOX GIRDER DRAINS IN EAST SPAN.

59.2 WIDESPREAD MODERATE (UP TO .03"W) TRANSVERSE AND LONGITUDINAL CRACKING WITH LEAKAGE AND OCCASIONAL EFFLORESCENCE THROUGHOUT UNDERSIDE OF BOX GIRDER; SOME CRACKS EXTEND INTO SIDES OF BOX GIRDER. MINOR

RUST STAINING IN SEVERAL LOCATIONS ON UNDERSIDE.

MINOR VERTICAL AND DIAGONAL CRACKING (UP TO 0.013"W) IN BOX GIRDER WEBS, SOME WITH EFFLORESCENCE. MINOR HORIZONTAL CRACK (0.02"W) IN SOUTH SIDE OF BOX GIRDER AT CONSTRUCTION JOINT WITH DECK, EAST END. CRACK GAGE

MOUNTED ON NORTH SIDE OF BOX GIRDER NEAR EAST ABUTMENT IS BROKEN.

MINOR SPALLING ALONG BOX GIRDER HAUNCH AT EAST ABUTMENT BEARING SEAT.

60.4 MINOR VERTICAL CRACKING WITH EFFLORESCENCE ON WEST ABUTMENT BACKWALL, NORTH SIDE.

60.9 AREAS OF MINOR EROSION OF BOTH ABUTMENT SLOPES. AREAS OF EROSION AND UNDERMINING ON BOTH SIDES OF BOTH ABUTMENTS HAVE PREVIOUSLY BEEN REPAIRED WITH CONCRETE; MINOR DETERIORATION OF CONCRETE AT EAST ABUTMENT.

AREA OF MINOR UNDERMINING REMAINS AT SOUTH END OF EAST BACKWALL.

60.13 MINOR SCALING OF PIER WALLS AT WATERLINE.

60.17 MINOR SCOUR ALONG PIERS.

61.2 MINOR EROSION OF CHANNEL BANKS UPSTREAM AND DOWNSTREAM OF STRUCTURE. MODERATE DRIFT ACCUMULATION

ABOUT WEST PIER.

SEE BRIDGE FILE FOR SCOUR EVALUATION.

61.4 LOGS AND LARGE DOWNED TREES ALONG RIVER BANKS AND IN UPSTREAM AND DOWNSTREAM CHANNEL.

61.7 TIDAL ZONE WATER FLOW.

222.7 TYPE 3 REFLECTIVE OBJECT MARKERS AT BRIDGE CORNERS. MINOR DAMAGE TO NORTHEAST OBJECT MARKER.

222.8 LIMITED VERTICAL SIGHT DISTANCE (BRIDGE IS ON CREST VERTICAL CURVE).

36.A NORTH RAIL AND CURB ARE SUBSTANDARD HEIGHT.

STRUCTURE LOAD RATING STRUCTURE NO. 9500-008P

TRUCK TYPE

INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)

TONS METRIC TONS TONS METRIC TONS

H 49 44 83 75

HS 66 60 111 101

TYPE 3 65 59 108 98

TYPE 3S2 75 68 126 114

TYPE 3-3 87 79 145 132

DESIGN LOADING: 5 - HS 20

X CAPACITY MEETS OR EXCEEDS DESIGN LOAD

CAPACITY IS LESS THAN DESIGN LOAD

X ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION: 08/01/2016

LOAD RATING CONTROLLED BY: GIRDER WEB

REMARKS: SEE BRIDGE FILE FOR LOAD RATING CALCULATIONS.

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 9500-008P

STRUCTURE IDENTIFICATION

(201) PARK: OLYMPIC NATIONAL PARK

(202) STRUCTURE NAME:..............DICKEY RIVER BRIDGE (MORA)

(203) STRUCTURE KIND:............... 1 - BRIDGE

(204) STRUCTURE NUMBER:.........9500-008 P

6 - PACIFIC WEST(205) NPS REGION:

(206) ROUTE CODE NUMBER:

(207) ROAD SECTION NO:

(208) NPS ROAD CLASS:............... 2 - CONNECTOR ROAD

(209) WITHIN NPS BNDRY?:.......... Yes

(210) OPERATING UNIT:.................PARK

(211) PROJECT NO(S):................... ONP 2177

(212) DRAWING NUMBERS:...........RG2240

(21) MAINTAINED BY:......................66 - NATIONAL PARK SERVICE

(22) OWNER:................................... 66 - NATIONAL PARK SERVICE

(1) STATE:

(2) STATE HWY. AGENCY DIST:

(3) COUNTY CODE:

(4) CITY / PLACE CODE:

(5) INVENTORY ROUTE:

(6) FEATURES INTERSECTED:

(7) FACILITY CARRIED:

(8) STATE STRUCTURE NO:

(9) LOCATION:

(10) INV. RTE. - MIN. VERT. CLR:

(11) MILE POINT:

(27) YEAR BUILT:

(106) YEAR RECONSTRUCTED:

(20) TOLL:

(37) HISTORIC DESIGNATION:

530 - WASHINGTON

01009 BLOUNT

00000

1 6 1 00115 0

DICKEY RIVER

RIALTO BEACH ROAD

9500008P0000000

FROM HWY. 101, 7.8 MI. WEST ON

HWY. 110; TURN RIGHT ONTO MORA

ROAD; 4.1 MI. TO BRIDGE.

99.99 FT ( 99.99 M)

11.90 (KM PT: 3.63 )

3 - ON FREE ROAD

5 - NOT ELIGIBLE

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL:..........2 - CONCRETE CONTINUOUS (44A) APPR. STR. MATERIAL:............ 0 - Other

(43B) MAIN STR. TYPE:.................. 06 - BOX BEAM OR GIRDERS - (44B) APPR. STR. TYPE:.................... 00 - OTHER

SINGLE OR SPREAD

(45) NO. OF MAIN SPANS:..............003 (46) NO OF APPROACH SPANS:

(48) MAX. SPAN LENGTH:..............88 FT ( 26.8 M)

(49) STRUCTURE LENGTH:........... 224. FT ( 68.3 M) (108) WEAR SURFACE/PROTECT SYSTEM:

(216A) ABUTMENT #1 FDN:........... 3 - SPREAD FOOTING ON PILES A) TYPE WEARING SURFACE:.. 0 - NONE

(216B) ABUTMENT #2 FDN:........... 3 - SPREAD FOOTING ON PILES B) TYPE MEMBRANE:................. 0 - NONE

(217A) PREDOM. PIER FDN:.......... 3 - SPREAD FOOTING ON PILES C) TYPE PROTECTION:.............. 0 - NONE

(217B) SECOND. PIER FDN:.......... 3 - SPREAD FOOTING ON PILES (218) IS SALT USED?.......................... NO

(107) DECK TYPE:.......................... 1 - CONCRETE CAST-IN-PLACE

LOAD RATING AND POSTING

(31) DESIGN LOAD:.........................5 - HS 20 (41) LOAD RESTRICTION:.................. A - OPEN

(66) INVENTORY RATING:..............66 METRIC TONS) (70) BRIDGE POSTING:...................... 5 - EQUAL TO OR ABOVE LEGALTONS ( 59.9

LOADS

(64) OPERATING RATING:..............99.9 TONS ( 90.6 METRIC TONS)

INSPECTION DATES

(90) INSPECTION DATE: 08/11/2021 (91) FREQ. OF INSP: 24 MONTHS (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: N - 0 - NONE (A) FRACTURE CRITICAL:.......... N

(220) SPECIAL STUDY TYPE: 0 - NONE INSP. EVERY MONTHS - LAST INSP:

(221) SPECIAL STUDY DATE: (B) UNDERWATER:..................... N

INSP. EVERY MONTHS - LAST INSP:

(C) SPECIAL INSPECTION:........ N

INSP. EVERY MONTHS - LAST INSP:

https://RATING:

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 9500-008P

GEOMETRY, TRAFFIC, AND NAVIGATIONAL DATA

(16) LATITUDE:................................ 47° 55'17.40" (51) CURB TO CURB WIDTH:............ 24.0 FT ( 7.3 M)

(17) LONGITUDE:............................124°37 '10 00" (52) DECK WIDTH:.......................... 30.5 FT ( 9.3 M)

(19) DETOUR LENGTH:.................. 199 MI ( 199 KM) (32) APPR. ROADWAY WIDTH:...... 24.0 FT ( 7.3 M)

(28A) LANES ON STRUCT:.............02 (213) APPR. PAVEMENT WIDTH:... 20.0 FT ( 6.1 M)

(28B) LANES UNDER STRUCT:......00 LEFT SHOULDER:............... 2 0 FT ( 0.6 M)

(42A) SERVICE ON:.........................5 - HIGHWAY-PEDESTRIAN RIGHT SHOULDER:.......... 2 0 FT ( 0.6 M)

(42B) SERVICE UNDER:................. 5 - WATERWAY (33) BRIDGE MEDIAN:.................... 0 - NO MEDIAN

(29) AVG DAILY TRAFFIC:..............454 (34) SKEW ANGLE:......................... 0 °

(30) YEAR OF ADT:......................... 2011 (35) STRUCTURE FLARED:............ 0 - NO FLARE

(114) FUTURE ADT:.........................545 (47) TOTAL HORIZ. CLEARANCE:.. 24 FT ( 7.3 M)

(115) YEAR OF FUTURE ADT:........2031 (50) SIDEWALKS

(101) PARALLEL STRUCTURE:......N - NO PARALLEL STRUCTURE LEFT:.................................... 4 0 FT ( 1.2 M)

(38) NAVIGATION CONTROL:.........0 - NO NAVIGATION CONTROL ON RIGHT:.................................. 0 0 FT ( 0 M)

WATERWAY (BRIDGE PERMIT NOT

REQUIRED)

(39) VERTICAL CLEARANCE:.........0 FT ( 0 M) (214) BRIDGE RAIL TYPE

1 - FULL HEIGHT (NO PARAPET)(40) HORIZ. CLEARANCE:..............0 FT ( 0 M) RAIL CONFIGURATION:

(111) ABUT OR PIER PROT:........... MATERIAL:........................... 4 - STEEL

LATERAL UNDERCLEARANCE: DESIGN TYPE:..................... 1 - CONTINUOUS RAIL

(55) RIGHT:...............................00 FT ( 0 M) (215) BRIDGE RAIL HEIGHT:.......... 2.42 FT ( 0.74 M)

(56) LEFT:................................ 0 FT ( 0 M) (53) MIN. VRT. CLR. OVER DECK: 99.99 FT ( 99.99 M)

(54) MIN. VRT. UNDRCLRANCE:... .00 FT ( 0 M)

CONDITION AND APPRAISAL DATA, PROPOSED IMPROVEMENTS, AND COST

(58) DECK:....................................... 6 (67) STRUCTURAL EVALUATION:

(59) SUPERSTRUCTURE:...............5 (68) DECK GEOMETRY:

(60) SUBSTRUCTURE:.......... 7 (69) UNDERCLEARANCES:................ N

(61) CHANNEL:................................6 (71) WATERWAY ADEQUACY:

(62) CULVERT:.................................N (72) APPROACH ALIGNMENT:

(222) APPROACHES:...................... 6 (113) SCOUR CRITICAL:.................... 5 - SCOUR WITHIN LIMITS OF

FOOTING OR PILES

(223) RETAINING WALL:.................N (225) PROPOSE OF IMPROVEMENT: 2 - REHAB/RECONSTRUCTION

(36) TRAFFIC SAFETY FEAT: 0 N N N (226) PRIORITY OF IMPROVEMENT: D - MINOR

(75A) TYPE OF WORK:................... (227) MAINTENANCE COST:.............$ 2000

(75B) WORK DONE BY:.................. (228) REHAB / RECNSTR COST:..... $ 58000

(76) IMPROVEMENT LENGTH:....... FT ( 0 M) (229) CONSTRUCTION COST:.......... $ 0

ADDITIONAL INFORMATION

(230) STRUCTURE HISTORY:

2003-APPROACHES RESURFACED

(231) ADDITIONAL CONSIDERATIONS:

(330) ADDITIONAL CONFIGURATION INFORMATION:

SPAN #1 & #3 - LENGTH 65.8', SPAN #2 - LENGTH 88'; TYPE 205 (CONC. BOX GRD.)

https://55'17.40

Inspector: Jordan Hensley Structure Number: 9500008P0000000

Inpsection Date: 08/11/2021 Facility Carried: RIALTO BEACH ROAD

Bridge Inspection Report

Pictures

PHOTO 3

Description LOOKING EAST TOWARD SR 110

PHOTO 4

Description NORTH (UPSTREAM) SIDE (PHOTO FROM 2019 INSPECTION)

Bridge Inspection Report

Pictures

PHOTO 5

Description GENERAL TOPSIDE VIEW LOOKING WEST

PHOTO 6

Description TYPICAL LIGHT TRANSVERSE CRACKING OF SOUTH PEDESTRIAN WALKWAY

Bridge Inspection Report

Pictures

PHOTO 7

Description TYPICAL SCALING AND EXPOSED AGGREGATE IN DECK SURFACE, EASTBOUND LANE

NEAR WEST ABUTMENT SHOWN

PHOTO 8

Description GENERAL VIEW OF END JOINT OVER EAST ABUTMENT; NOTE MINOR SETTLEMENT OF

EAST APPROACH

Bridge Inspection Report

Pictures

PHOTO 9

Description GENERAL VIEW OF END JOINT OVER WEST ABUTMENT; NOTE, SETTLEMENT OF WEST

APPROACH

PHOTO 10

Description CLOSE-UP VIEW OF WEST APPROACH SETTLEMENT OF APPROXIMATELY 1"

Bridge Inspection Report

Pictures

PHOTO 11

Description GENERAL TOPSIDE VIEW OF SOUTH PEDESTRIAN WALKWAY, LOOKING EAST

PHOTO 12

Description TYPICAL VIEW OF SOUTH BRIDGE PEDESTRIAN WALKWAY AND RAILING

Bridge Inspection Report

Pictures

PHOTO 13

Description TYPICAL VIEW OF NORTH BRIDGE CURB AND RAIL

PHOTO 14

Description TYPICAL RUSTING AND DETERIORATION OF RAIL SPLICES, SOUTH RAILING SHOWN

NEAR MIDSPAN

Bridge Inspection Report

Pictures

PHOTO 15

Description MISSING NUT FOR RAIL POST ANCHOR BOLT, NORTHWEST CORNER OF BRIDGE

PHOTO 16

Description GENERAL UNDERSIDE VIEW OF BOX GIRDER, EAST SPAN LOOKING WEST

Bridge Inspection Report

Pictures

PHOTO 17

Description GENERAL UNDERSIDE VIEW OF SUPERSTRUCTURE, MIDDLE SPAN LOOKING NORTH

PHOTO 18

Description GENERAL UNDERSIDE VIEW OF BOX GIRDER, WEST SPAN LOOKING EAST

Bridge Inspection Report

Pictures

PHOTO 19

Description TYPICAL VIEW OF CRACKING WITH EFFLORESCENCE ON UNDERSIDE OF BOX GIRDER, EAST SPAN SHOWN

PHOTO 20

Description TYPICAL DIAGONAL CRACKING WITH EFFLORESCENCE IN SIDES OF BOX GIRDER, SOUTH SIDE SHOWN OVER EAST PIER; NOTE TRANSVERSE CRACKING WITH

EFFLORESCENCE IN OVERHANG

Bridge Inspection Report

Pictures

PHOTO 21

Description GENERAL VIEW OF CRACKING IN UNDERSIDE OF BOX GIRDER IN WEST SPAN, NEAR

WEST PIER

PHOTO 22

Description TYPICAL CRACKING ON UNDERSIDE OF BOX GIRDER, NORTH SIDE OVER WEST SPAN

SHOWN

Bridge Inspection Report

Pictures

PHOTO 23

Description TYPICAL HAIRLINE VERTICAL CRACKING SIDES OF BOX GIRDER, NORTH SIDE SHOWN

NEAR WEST ABUTMENT

PHOTO 24

Description UNDERSIDE VIEW OF NORTH OVERHANG LOOKING EAST; NOTE TRANSVERSE

CRACKING WITH EFFLORESCENCE IN OVERHANG

Bridge Inspection Report

Pictures

PHOTO 25

Description GENERAL VIEW OF EAST ABUTMENT

PHOTO 26

Description TYPICAL MINOR SPALLING ALONG GIRDER HAUNCH AT EAST ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 27

Description GENERAL VIEW OF EAST PIER LOOKING WEST

PHOTO 28

Description GENERAL VIEW OF WEST PIER LOOKING NORTHWEST

Bridge Inspection Report

Pictures

PHOTO 29

Description GENERAL VIEW OF WEST PIER LOOKING EAST

PHOTO 30

Description GENERAL VIEW OF WEST ABUTMENT

Bridge Inspection Report

Pictures

PHOTO 31

Description TYPICAL VEGETATION OVERGROWTH AROUND STRUCTURE, SOUTHWEST CORNER

SHOWN

PHOTO 32

Description TYPICAL VEGETATION OVERGROWTH AROUND STRUCTURE, NORTHEAST CORNER

SHOWN

Bridge Inspection Report

Pictures

PHOTO 33

Description TYPICAL VEGETATION OVERGROWTH AROUND STRUCTURE, SOUTHEAST CORNER

SHOWN

PHOTO 34

Description EAST APPROACH

Bridge Inspection Report

Pictures

PHOTO 35

Description WEST APPROACH

PHOTO 36

Description SETTLEMENT OF PEDESTRIAN WALKWAY AT EAST APPROACH

Bridge Inspection Report

Pictures

PHOTO 37

Description SETTLEMENT OF PEDESTRIAN WALKWAY AT WEST APPROACH

PHOTO 38

Description TYPICAL ABRUPT END OF PEDESTRIAN WALKWAY, EAST END SHOWN LOOKING WEST

Bridge Inspection Report

Pictures

PHOTO 39

Description LOOKING UPSTREAM

PHOTO 40

Description LOOKING DOWNSTREAM

W912DW25B0005 01 20 00 - 1

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

UFGS 02/23; NWS NAV 9/24

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

EP 1110-1-8 (2021) Engineering and Design – Construction Equipment Ownership and Operating Expense Schedule

1.2 GENERAL

The contract price for items listed in the schedule shall serve as complete compensation for providing all necessary plant, labor, materials, appliances, services, and incidentals, as well as performing all operations required to construct and complete the items in accordance with these specifications and the applicable drawings. Payment for each item shall be deemed full compensation, even if minor features are not explicitly mentioned.

No separate payment will be made for the work, services, equipment, or operations required by the Contractor as specified in the accompanying Specification Sections to complete the project. All cost associated with such work shall be considered as incidental to the overall project.

Determination of quantities removed and deductions for misplaced, over-dredged material of in-place measurement or other nonconformance actions, after having once been made, will not be reopened, except on evidence of collusion, fraud, or obvious error.

1.3 INVOICE/PROGRESS PAYMENT PACKAGE

1.3.1 Requests for Payment

Requests for payment will be processed in accordance with FAR Clause 52.232-27 PROMPT PAYMENT FOR CONSTRUCTION CONTRACTS and FAR Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below:

1) Signed invoice (at minimum - date, invoice number, contract number, performance period from/to, requested amount) on letterhead, showing in summary form, the basis for arriving at the amount of the invoice.

2) Signed prompt payment certification (RMS).

3) List of subcontractors that have worked during the invoice period of performance. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a

W912DW25B0005 01 20 00 - 2

particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week.

4) the total number of employees for its on-site staff for each week.

5) Monthly Work-hour Exposure report (RMS report).

6) Monthly Equipment Use report (RMS report).

7) Updated Construction Schedule (update in RMS).

8) Updated Submittal Register (update in RMS).

9) Signed Certified Payroll for workers during service period requested.

10) Other supporting documents as requested.

1.3.2 Submission of Pay Requests

Send the draft Prompt Payment to the Contracting Officer Representative (COR) and Project Manager (PM) via email. Once it’s accepted by the COR, submit it to the Government through RMS, including all relevant documents as attachments to the pay request in RMS.

1.3.3 Final Invoice

The final invoice must be accompanied by the Release of Claims. An officer of the corporation must sign the Release of Claims.