amendment_0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Blaine Park Remdediation/Various Improvements Canton Lake, OK Clause 52.211-10 and section 00 73 46 have been changed.

See Summary of Changes page for the additional changes.

1. CONTRACT ID CODE PAGE OF PAGES

1 22

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 03-Apr-2017

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BV-17-R-0018

X 9B. DATED (SEE ITEM 11)

22-Mar-2017

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

03-Apr-2017

CODE

CONTRACTING DIV

USACE, TULSA 1645 S 101 E AVE

TULSA OK 74128-4609

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SUMMARY OF CHANGES (SPECIFICATIONS AND DRAWINGS)

AMENDMENT 0002

RFP NO. W912BV-17-R-0018

CANTON BLAINE PARK REMEDIATION/VARIOUS IMPROVEMENTS

CANTON LAKE, OKLAHOMA

Standard Form (SF) 30, Block 14 (continuation):

The proposal documents shall be revised as follows:

SPECIFICATIONS

Delete previously issued Proposal Schedule and Section 01 22 00 and replace with new Proposal Schedule and Section 01 22 00 attached hereto. Portions that contain revisions are highlighted by bold text.

DRAWINGS

Delete previously issued Sheet C-106 and replace with new Sheet C-106 attached hereto.

(END OF SUMMARY OF CHANGES – AMENDMENT 0002)

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 281 Calendar Days. * The time stated for completion shall include final cleanup of the premises.

*The Contracting Officer shall specify either a number of days after the date the contractor receives the notice to proceed, or a calendar date.

(End of clause)

SECTION 00 73 46 - WAGE DETERMINATION SCHEDULE

The following have been modified:

WAGE RATES

General Decision Number: OK170021 01/06/2017 OK21

Superseded General Decision Number: OK20160021

State: Oklahoma

Construction Type: Highway

Counties: Alfalfa, Beaver, Blaine, Cimarron, Dewey, Ellis, Garfield, Grant, Harper, Kay, Kingfisher, Major, Noble, Payne, Texas, Woods and Woodward Counties in Oklahoma.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded

(and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.20 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017. The EO minimum wage rate will be adjusted annually.

Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/06/2017

SUOK2011-008 04/18/2011

Rates Fringes

CARPENTER (Excludes Form Work)...$ 13.32

CEMENT MASON/CONCRETE FINISHER

Garfield County.............$ 13.14 Kay County..................$ 14.59 Payne County................$ 13.18 Remaining Counties..........$ 14.09

FORM WORKER......................$ 12.55

GUARDRAIL INSTALLER (Includes Guardrail/Post Driver Work)......$ 9.70

IRONWORKER, REINFORCING..........$ 13.63

LABORER

Air/Power Tool Operator (Includes Handheld Concrete Saws and Chipping Guns).......................$ 12.79 Asphalt Raker and Shoveler..$ 11.18 0.64 Common or General Alfalfa and Kay Counties...$ 10.50 Dewey County...............$ 10.42 Ellis County...............$ 10.87 Garfield County............$ 11.05 Grant County...............$ 10.65 Harper County..............$ 10.09 Major County...............$ 10.56 Noble County...............$ 10.77 Payne County...............$ 10.49 Remaining Counties.........$ 10.57 Texas County...............$ 10.83 Woods County...............$ 10.30 Pipelayer...................$ 11.83 Traffic Control (Includes Flagger, Setting Up and

Moving Cones/Barrels).......$ 10.12 Vibrating Plate.............$ 12.70

POWER EQUIPMENT OPERATOR:

Asphalt Paver Screed........$ 13.38 Asphalt Paving Machine......$ 12.71 Asphalt Plant...............$ 14.70 Backhoe/Trackhoe Kay County.................$ 13.43 Remaining Counties.........$ 13.61 Bobcat/Skid Loader..........$ 12.87 Broom.......................$ 11.72 Bulldozer...................$ 13.95 Concrete Paving Machine.....$ 14.42 Concrete Saw................$ 12.46 Crane.......................$ 16.88 Distributor Truck...........$ 14.98 Excavator...................$ 16.19 Grader/Blade Remaining Counties.........$ 14.82 Woods County...............$ 16.45 Loader (Front End)..........$ 12.82 Mechanic....................$ 15.79 Milling Machine.............$ 13.51 Mixer.......................$ 14.56 Oiler.......................$ 13.84 Roller (Asphalt)............$ 11.76 Roller (Dirt Compaction)....$ 12.12 Rotomill....................$ 17.33 Scraper.....................$ 12.00 Striping Machine............$ 12.11 Tractor/Box Blade...........$ 12.61 Transfer Material Machine...$ 12.38 0.75 Trencher....................$ 14.66

TRUCK DRIVER

Concrete Truck..............$ 14.22 Dump Truck..................$ 13.17 Flatbed Truck...............$ 14.68 Lowboy/Float................$ 16.00 Off the Road Truck..........$ 12.55 Single Axle Truck (Includes Pilot Car)........$ 12.32 Straight Truck..............$ 15.92 Tandem Axle/Semi Trailer Grant County...............$ 15.16 Kay County.................$ 13.36 Remaining Counties.........$ 13.57 Texas County...............$ 13.26 Woods County...............$ 13.05 Water Truck Remaining Counties.........$ 12.00 Woods County...............$ 15.88

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

PROPOSAL SCHEDULE

SOLICITATION NO. W912BV-17-R-0018

CANTON BLAINE PARK REMEDIATION/VARIOUS IMPROVEMENTS

CANTON LAKE, OKLAHOMA

MARCH 30, 2017

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-1

Reissued by Amendment 0002

BASE PROPOSAL

1. Demolition 1 JOB $________ $________

2. Unclassified Excavation 8,920 CY $________ $________

3. Random Fill 5,740 CY $________ $________

4. Concrete RV Pads 1 JOB $________ $________

5. 24” RCP @ Stilling Basin Parking Lot 1 JOB $________ $________

6. Solar Lights 1 JOB $________ $________

7. 4-Inch Asphalt Pavement 16,800 SY $________ $________

8. TBSC Shoulders 100 CY $________ $________

9. Pavement Striping 1 JOB $________ $________

10. Bermuda Sod 6,150 SY $________ $________

11. Bermuda Sprigging 5,020 SY $________ $________

12. Guardrail and Posts at Blaine Park 1 JOB $________ $________

13. Concrete Curb and Gutter 1 JOB $________ $________

14. Wheel Stops 1 JOB $________ $________

15. Gate 1 JOB $________ $________

16. Bollards 1 JOB $________ $________

17. Guard Rail and Posts at Café 1 JOB $________ $________

18. Buoy Line 1 JOB $________ $________

19. Flap Gates 1 JOB $________ $________

CANTON BLAINE PARK REMEDIATION/VARIOUS IMPROVEMENTS

CANTON LAKE, OKLAHOMA

MARCH 30, 2017

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-2

Reissued by Amendment 0002

20. Upstream Drainage Swale 1 JOB $________ $________

21. Downstream Diaphragm Wall Erosion Repair 1 JOB $________ $________

22. Downstream Culvert Erosion Repair 1 JOB $________ $________

23. Downstream Utility Protection 1 JOB $________ $________

24. Auxiliary Spillway Trickle Channel 1,270 LF $________ $________

25. Auxiliary Spillway Seepage Channel 330 LF $________ $________

26. Auxiliary Spillway Trickle Channel Outfall 1 JOB $________ $________

27. Auxiliary Spillway Trickle Channel Outfall Slope Protection 740 CY $________ $________

28. Toe Drain Channel Lining 388 LF $________ $________

29. Toe Drain Channel Slope Protection 2,140 CY $________ $________

TOTAL BASE PROPOSAL $____________________

CANTON BLAINE PARK REMEDIATION/VARIOUS IMPROVEMENTS

CANTON LAKE, OKLAHOMA

MARCH 30, 2017

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-3

Reissued by Amendment 0002

OPTION 1

30. Unclassified Excavation 2,190 CY $________ $________

31. Random Fill 180 CY $________ $________

32. Toe Drain Channel Lining 400 LF $________ $________

33. Toe Drain Channel Slope Protection 1,480 CY $________ $________

34. Toe Drain Outlet Steps, Handrail, and Steel Access Panel 1 JOB $________ $________

35. Bermuda Sodding 270 SY $________ $________

36. Bermuda Sprigging 270 SY $________ $________

TOTAL OPTION 1 $____________________

TOTAL PROPOSAL $____________________

AC = Acre CY = Cubic Yard SY = Square Yard

Canton Blaine Park/Various Improvements FY17 CANTNBLANVARFY17

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

Payment items for all work in this contract for which payments will be made are listed on the PROPOSAL SCHEDULE in SECTION 00 11 00 and described below. All costs for items of work which are not specifically mentioned to be included in a particular payment item price shall be included in the listed payment item price most closely associated with the work involved.

Payment for the items listed below shall constitute full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management and performing all associated Contractor quality control, environmental protection, safety requirements, tests and reports, and performing all work required for which separate payment is not otherwise provided.

1.1 DEMOLITION

MEASUREMENT

Work pertaining to demolition shall not be separately measured.

PAYMENT

Payment for demolition will be made at the contract job price for the item "Demolition" and shall include removal and legal disposal of all items shown on the drawings. Payment shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete all demolition work and to legally dispose of demolition materials off site, except as specified herein and/or otherwise noted on the drawings.

1.2 UNCLASSIFIED EXCAVATION

MEASUREMENT

Unclassified excavation including stripping of topsoil, shall be measured by the cubic yard and shall be calculated as the difference in volume between the initial and final surfaces determined by surveys performed by a Registered Land Surveyor. The initial surface is defined as the area after removal of demolition items and existing asphaltic concrete, bituminous surface, and aggregate base and prior to any excavation or other movement of existing materials. The final surface shall be as shown on the drawings after placement of topsoil. Measurement shall not include the volume excavated without authorization or the volume of any material used for purposes other than directed. The measurement will not include the volume of any excavation performed prior to the taking of elevations and measurements of the undisturbed grade.

Quantities shall be calculated using Bentley Systems Inroads software. The files for the digital terrain model shall be generated using ASCII data files in the form of point name, easting, northing, elevation for random points and point name, easting, northing, elevation, pen code (with 1 for beginning of breakline followed by zero's for remaining points) for

SECTION 01 22 00 Page 1 Section Reissued by Amendment 0002 breakline points. The ASCII data files shall be submitted with each progress payment request.

PAYMENT

Payment will be made at the contract unit price per cubic yard for the bid item "Unclassified Excavation," which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required for excavation, hauling, placing, and processing of excavated materials as specified. Any additional loading, unloading, hauling, handling, temporary stockpiling, and processing/spreading of topsoil and related miscellaneous operations will be considered subsidiary to unclassified excavation.

1.3 RANDOM FILL

MEASUREMENT

Random fill shall be measured by the cubic yard and shall be calculated as the difference in volume between the initial and final surfaces as determined by surveys performed by a Registered Land Surveyor. The initial surface is defined as the area after removal of demolition items and existing asphaltic concrete, bituminous surface, and aggregate base and prior to any other movement of existing materials. The final surface shall be as shown on the drawings after placement of topsoil. Measurement shall not include the volume placed without authorization or the volume of any material used for purposes other than directed. Measurement shall not include aggregate base, asphalt pavement materials, concrete, filter materials, or stone protection materials.

Quantities shall be calculated using Bentley Systems Inroads software. The files for the digital terrain model shall be generated using ASCII data files in the form of point name, easting, northing, elevation for random points and point name, easting, northing, elevation, pen code for breakline points. The ASCII data files shall be submitted with each progress payment request.

PAYMENT

Payment will be made at the contract unit price per cubic yard for the item "Random Fill" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required for stripping of borrow areas, excavation, hauling, handling, placing, and processing of random fill materials in the final locations as shown and specified. No payment will be made without the required survey information provided and documented by a Registered Land Surveyor.

1.4 CONCRETE PADS

MEASUREMENT

Concrete pads shall not be separately measured.

PAYMENT

Payment for concrete pads will be made at the contract job price for the payment item "Concrete Pads" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, SECTION 01 22 00 Page 2 subcontractors, travel, supervision, and management required to complete the concrete pads including, but not necessarily limited to, grading, subgrade preparation, aggregate base, concrete, reinforcement, formwork, jointwork, finishing, and all other activities required to construct the concrete pads as shown on the drawings and/or as specified.

1.5 24" RCP @ STILLING BASIN PARKING LOT

MEASUREMENT

Work pertaining to installation of the 24" RCP drainage structure shall not be separately measured.

PAYMENT

Payment for installation of the 24" RCP will be made at the contract job price for the payment item "24" RCP @ Stilling Basin Parking Lot" which price shall include all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete all work related to the drainage structure installation including, but not limited to, excavation, bedding, RCP pipe, embankment/backfill to bottom of overlying aggregate base, regrading shoulders and areas to properly drain, and topsoil. Payment for all work from bottom of aggregate base and above shall be included in roadwork payment item.

1.6 SOLAR LIGHTS

MEASUREMENT

Solar lights shall not be separately measured.

PAYMENT

Payment for solar lights will be made at the contract job price for the payment item "Solar Lights" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to complete all work associated with construction of the solar lights as shown on the drawings and/or as specified.

1.7 4-INCH ASPHALT PAVEMENT

MEASUREMENT

Measurement for asphalt pavement shall be based on the area in square yards of asphalt pavement acceptably placed.

PAYMENT

Payment for this work shall be made at the contract unit price per square yard for the payment item, "4-Inch Asphalt Pavement" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to complete all work associated with construction of the pavement as shown on the drawings and/or as specified including, but not limited to, subgrade preparation, 4" PVC conduit sleeves, aggregate base, prime coat, tack coat, and asphaltic concrete.

SECTION 01 22 00 Page 3

1.8 TBSC SHOULDERS

MEASUREMENT

Measurement of TBSC shoulders shall be the volume in cubic yards determined by multiplying the cross sectional template area of the shoulders shown on the drawings (not including the underlying aggregate base) by the length of shoulders properly placed as measured along each side of the adjoining asphalt pavement. Areas exceeding the template shall be reworked to comply with the drawings. No payment for excess material will be made. Placement of the TBSC shoulders must be accepted by the ACO prior to measuring for payment.

PAYMENT

Payment for TBSC shoulders will be made at the contract price per cubic yard for the item "TBSC Shoulders" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required for the TBSC shoulder materials, transporting, handling, placing, reworking, and any other incidentals to perform the work as shown and/or specified.

1.9 PAVEMENT STRIPING

MEASUREMENT

Pavement striping shall not be separately measured.

PAYMENT

Payment for pavement striping shall be made at the contract job price for the payment item "Pavement Striping" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to complete all work associated with construction of the pavement striping as shown on the drawings and/or as specified.

1.10 BERMUDA SOD

MEASUREMENT

Bermuda sod shall be measured by the number of square yards of bermuda sod acceptably placed, established, and maintained, as measured in place after planting.

PAYMENT

Payment will be made at the contract unit price per square yard for the item "Bermuda Sod," which shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the sodding operations and establish and maintain the stand of turf as shown and specified.

1.11 BERMUDA SPRIGGING

MEASUREMENT

Bermuda sprigging shall be measured by the number of square yards acceptably fully sprigged, established, and maintained, as measured in

SECTION 01 22 00 Page 4 place after planting.

PAYMENT

Payment will be made at the contract unit price per square yard for the item "Bermuda Sprigging," which shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the sprigging operations and establish and maintain the stand of turf as shown and/or specified.

1.12 GUARDRAIL AND POSTS

MEASUREMENT

Guard rail and posts shall not be separately measured.

PAYMENT

Payment for all work pertaining to construction of the guardrail and posts will be made at the contract job prices for the payment items "Guardrail and Posts at Blaine Park" and "Guardrail and Posts at Cafe'" which prices shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly construct the guardrail and posts as shown on the drawings and/or as specified.

1.13 CONCRETE CURB AND GUTTER

MEASUREMENT

Concrete curb and gutter shall not be separately measured.

PAYMENT

Payment for concrete curb and gutter will be made at the contract job price for the payment item "Concrete Curb and Gutter" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to complete the concrete curb and gutter including, but not necessarily limited to, excavation/grading, subgrade preparation, aggregate base, concrete, reinforcement, formwork, jointwork, finishing, and all other activities required to construct the concrete curb and gutter as shown on the drawings and/or as specified.

1.14 WHEEL STOPS

MEASUREMENT

Wheel stops shall not be separately measured.

PAYMENT

Payment for work pertaining to wheel stops will be made at the contract job price for the payment item "Wheel Stops" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly furnish and install the wheel stops as shown on the drawings and/or as specified.

SECTION 01 22 00 Page 5

1.15 GATE

MEASUREMENT

Gate shall not be separately measured.

PAYMENT

Payment for work pertaining to metal gate will be made at the contract job price for the payment item "Gate" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly construct the gate as shown on the drawings and/or as specified.

1.16 BOLLARDS

MEASUREMENT

Bollards shall not be separately measured.

PAYMENT

Payment for work pertaining to bollards will be made at the contract job price for the payment item "Bollards" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly construct the bollards as shown on the drawings and/or as specified.

1.17 BUOY LINE

MEASUREMENT

Buoy line shall not be separately measured.

PAYMENT

Payment for work pertaining to buoy line will be made at the contract job price for the payment item "Buoy Line" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly construct the buoy line and anchor footings as shown on the drawings and/or as specified.

1.18 FLAP GATES

MEASUREMENT

Flap gates shall not be separately measured.

PAYMENT

Payment for work pertaining to flap gates will be made at the contract job price for the payment item "Flap Gates" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly construct and install the flap gates as shown on the drawings and/or as specified.

SECTION 01 22 00 Page 6

1.19 UPSTREAM DRAINAGE SWALE

MEASUREMENT

Measurement for upstream drainage swale shall not be separately measured.

PAYMENT

Payment will be made at the contract job price for the item "Upstream Drainage Swale" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the drainage swale including, but not necessarily limited to, earthwork, grading, and placement and maintenance of bermuda sod as shown on the drawings and specified.

1.20 DOWNSTREAM DIAPHRAGM WALL EROSION REPAIR

MEASUREMENT

Measurement for downstream diaphragm wall erosion repair shall not be separately measured.

PAYMENT

Payment will be made at the contract job price for the item "Downstream Diaphragm Wall Erosion Repair" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the erosion repair including, but not necessarily limited to, removal of existing stone protection material, placing filter materials and riprap, earthwork, and grading as shown on the drawings and/or specified.

1.21 DOWNSTREAM CULVERT EROSION REPAIR

MEASUREMENT

Measurement for downstream culvert erosion repair shall not be separately measured.

PAYMENT

Payment will be made at the contract job price for the item "Downstream Culvert Erosion Repair" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to remove existing culvert sections and stone protection materials, perform necessary earthwork and grading, provide and install new gasket materials, replace existing culvert sections, and place filter materials and riprap as shown on the drawings and/or specified.

1.22 DOWNSTREAM UTILITY PROTECTION

MEASUREMENT

Measurement for downstream utility protection shall not be separately measured.

PAYMENT

SECTION 01 22 00 Page 7

Payment will be made at the contract job price for the item "Downstream Utility Protection" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the erosion repair including, but not necessarily limited to, temporary removal and replacement of existing stone protection materials, earthwork, dewatering, and grading as shown on the drawings and/or specified.

1.23 AUXILIARY SPILLWAY TRICKLE CHANNEL

MEASUREMENT

Measurement for the trickle channel shall be based on the number of linear feet of trickle channel acceptably constructed, as measured along the trickle channel flow line.

PAYMENT

Payment will be made at the contract unit prices per linear foot for the payment items "Auxiliary Spillway Trickle Channel," which shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the trickle channel construction from approximate station 17+95 to station 5+22 including, but not limited to, dewatering, concrete, reinforcement, formwork, jointwork, and finishing as shown on the drawings and/or as specified.

1.24 AUXILIARY SPILLWAY SEEPAGE CHANNEL

MEASUREMENT

Measurement for the seepage channel shall be based on the number of linear feet of seepage channel acceptably constructed, as measured along the seepage channel flow line.

PAYMENT

Payment will be made at the contract unit price per linear foot for the payment item "Auxiliary Spillway Seepage Channel" which shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the seepage channel construction including, but not limited to, dewatering, seepage pit, geotextile fabric, concrete, reinforcement, formwork, jointwork, and finishing as shown on the drawings and/or as specified.

1.25 AUXILIARY SPILLWAY TRICKLE CHANNEL OUTFALL

MEASUREMENT

Auxiliary spillway trickle channel outfall shall not be separately measured.

PAYMENT

Payment for work pertaining to auxiliary spillway trickle channel outfall will be made at the contract job price for the payment item "Auxiliary Spillway Trickle Channel Outfall" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, SECTION 01 22 00 Page 8 subcontractors, travel, supervision, and management required to acceptably construct the outfall beginning at approximate station 5+22 and ending at limits of stone protection as shown on drawings including, but not limited to, dewatering, geotextile fabric, concrete, reinforcement, formwork, jointwork, and finishing as shown on the drawings and/or specified.

1.26 AUXILIARY SPILLWAY TRICKLE CHANNEL OUTFALL SLOPE PROTECTION

MEASUREMENT

Measurement of auxiliary spillway trickle channel outfall slope protection shall be the volume determined by multiplying the area of the surface on which the slope protection material is placed by the thickness of the slope protection material, including both riprap and bedding, as dimensioned on the drawings. Areas exceeding the allowed tolerances shall be reworked to comply with specification requirements at no additional expense to the Government. Placement of the slope protection materials must be accepted by the ACO prior to measuring for payment. Dimensions to determine the surface area of the stone shall be measured to the nearest foot.

PAYMENT

Payment for auxiliary spillway trickle channel outfall slope protection shall be made at the contract price per cubic yard for the item "Auxiliary Spillway Trickle Channel Outfall Slope Protection" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required for dewatering, geotextile, transporting, handling, placing, and reworking the slope protection materials, and any other incidentals to perform the work as shown and/or specified.

1.27 TOE DRAIN CHANNEL LINING

MEASUREMENT

Measurement for the toe drain channel lining shall be based on the number of linear feet of toe drain channel lining acceptably constructed, as measured along the toe drain channel flow line.

PAYMENT

Payment will be made at the contract unit price per linear foot for the payment item "Toe Drain Channel Lining" which shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required to complete the toe drain channel lining construction including, but not limited to, dewatering, concrete, bedding material, reinforcement, formwork, jointwork, and finishing as shown on the drawings and/or as specified.

1.28 TOE DRAIN CHANNEL SLOPE PROTECTION

MEASUREMENT

Measurement of toe drain channel slope protection shall be the volume determined by multiplying the area of the surface on which the slope protection material is placed by the thickness of the slope protection material as dimensioned on the drawings. Areas exceeding the allowed tolerances shall be reworked to comply with specification requirements at no additional expense to the Government. Placement of the slope protection

SECTION 01 22 00 Page 9 materials must be accepted by the ACO prior to measuring for payment.

Dimensions to determine the surface area of the stone shall be measured to the nearest foot.

PAYMENT

Payment for toe drain channel slope protection shall be made at the contract price per cubic yard for the item "Toe Drain Channel Slope Protection" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management required for the slope protection materials, transporting, handling, placing, reworking, dewatering, and any other incidentals to perform the work as shown and/or specified.

1.29 TOE DRAIN OUTLET STEPS, HANDRAIL, AND STEEL ACCESS PANEL

MEASUREMENT

Toe drain outlet steps, handrail, and steel access panel shall not be separately measured.

PAYMENT

Payment for work pertaining to the toe drain outlet steps, handrail, and steel access panel will be made at the contract job price for the payment item "Toe Drain Outlet Steps, Handrail, and Steel Access Panel" which price shall be full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, travel, supervision, and management required to properly construct the toe drain outlet steps, handrail, and steel access panel as shown on the drawings and/or as specified.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 22 00 Page 10

A

N

36'R

25'R

250'R

L = 60'

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BENEATH THE ROADWAY WITH EQUAL SPACING ON EACH SIDE.

WITH A 4" AGGREGATE BEDDING. CONDUIT SLEEVE SHALL BE CENTERED

END CAPS. PLACE AT 36" DEPTH FROM THE TOP OF ROAD ELEVATION

4" DIAM. x 30' LONG, ASTM D1785, SCH. 80 PVC CONDUIT SLEEVE WITH METAL

LOOP ROAD C.L. PROFILE

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SEE SHEET C-501 FOR PAVEMENT DETAILS.3.

SEE SHEET C-402 FOR BACK-IN PAD DETAILS.2.

OF THE BACK-IN PADS.

BACK-IN PADS AND REPLACE AFTER COMPLETED CONSTRUCTION

APPURTENANCES PRIOR TO CONSTRUCTION OF THE CONCRETE

IF NECESARRY, REMOVE EXISTING CONCRETE PICNIC TABLES AND 1.

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L = 355.842' Dc = 55.627° R = 103.00'

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