Canton_Blaine_Park_Remediation-Various_Improvements_Specs.pdf

Solicitation No. W912BV-17-R-0018

US Army Corps of Engineers Tulsa District Arkansas River Watershed Canton Lake, Oklahoma

Canton Blaine Park Remediation/Various Improvements

Specifications

February 14, 2017 rsl

TABLE OF CONTENTS

SOLICITATION NO. W912BV-17-R-0018

CANTON BLAINE PARK REMEDIATION/VARIOUS IMPROVEMENTS

CANTON LAKE, OKLAHOMA

FEBRUARY 14, 2017

TOC-1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00 SF 1442 AND CLIN SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS, & NOTICES TO OFFERORS

00 22 11 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA,

BASIS OF AWARD

00 45 00 REPRESENTATIONS & CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATION SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 QUALITY CONTROL

01 46 00 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 BULLETIN BOARD, PROJECT SIGN, AND SAFETY SIGN

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CONCRETE

DIVISION 05 - METALS

05 50 00 BOLLARDS

DIVISION 26 - ELECTRICAL

26 56 00 SOLAR POWERED SECURITY LIGHTS AND POLES

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

TABLE OF CONTENTS

TOC-2

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 00 00 WORK COVERED UNDER OKLAHOMA DEPARTMENT OF TRANSPORTATION

2009 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION

32 92 23 BERMUDA SOD

32 92 26 BERMUDA SPRIGGING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 22 77 FLAP GATES AND MISCELLANEOUS METAL FABRICATIONS

35 31 19 STONE PROTECTION AND FILTER MATERIAL

35 59 43 WATERWAY BARRIERS (BOOMS)

-- End of Table of Contents --

PROPOSAL SCHEDULE

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-1

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 AC $________ $________

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 $________ $________

Item Estimated Unit

00 11 00-2

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 $____________________

Item Estimated Unit

00 11 00-3

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 00 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section provides general requirements for the work to be performed at Canton Lake, Oklahoma. See Summary of Work below for a general list of items of work. See the specifications and drawings for detailed requirements. This project will be a total turn-key contract with all work being performed by the Contractor. The Contractor shall provide all plant, materials, equipment, labor, instruments tools, subcontractors, supervision, management, and travel necessary to complete all work in accordance with this summary of work, the attached drawings, the specifications, and all other contract documents and requirements. The Government will provide no materials, equipment, or labor. Where contract documents and criteria appear to be in conflict, the Contractor shall consult the Contracting Officer (CO) or Administrative Contracting Officer (ACO), as applicable, for clarification before beginning any work.

1.2 EXPLANATION OF CONTRACT AUTHORITY AND RELATIONSHIPS

The U. S. Army Corps of Engineers (USACE), Tulsa District will award and administer this contract and shall be the sole authority to interact contractually with, direct, and provide oversight to the Contractor.

References to any other organization or entity directing, authorizing, approving, or in any other way contractually interacting with the Contractor shall denote such action by the designated representative(s) of the Contracting Officer, USACE, Tulsa District.

1.3 REFERENCES

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

OKLAHOMA DEPARTMENT OF TRANSPORTATION (ODOT)

STANDARD SPECIFICATIONS (2009) STANDARD SPECIFICATIONS FOR HIGHWAY

CONSTRUCTION

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.4 SUMMARY OF WORK

In general, this project consists of the following summarized components:

1. Demolition and removal of existing asphalt pavement and stockpiling of asphalt pavement, aggregate base, and excess excavation materials as directed on the contract drawings or otherwise directed by the ACO.

2. Site grading.

SECTION 01 00 00 Page 1

3. Construction of new road subgrade/embankment backfill.

4. Construction of new asphaltic concrete pavement including scarifying, shaping, and compacting of subgrade, ODOT Type A aggregate base, prime coat, 2-1/2" Type S3 PG64-22 and 1-1/2" Type S4 PG64-22 asphaltic concrete pavement, and multi-polymer pavement striping/marking with glass beads, all in accordance with the

STANDARD SPECIFICATIONS.

5. Construction of new portland cement concrete RV pads.

6. Solar lights.

7. Bermuda sodding and sprigging of areas indicated.

8. At Overlook Restaurant (Cafe'), demolition of existing parking areas and construction of new parking area, curb and gutter, wheel stops, guard rail and post, bollards, and pipe gate.

9. Boom or waterway barrier system.

10. Construction of a swale.

11. Placement of sand filter, aggregate filter, and riprap slope protection at left downstream diaphragm wall end.

12. Placement of sand filter, aggregate filter, and riprap slope protection on downstream culvert.

13. Placement of sand filter, aggregate filter, and rock spalls or riprap slope protection on top of buried utility lines.

14. Construction of reinforced concrete trickle and seepage channels.

Placement of geotextile filter fabric, bedding, and riprap at channel outfall.

15. Fabrication and installation of stainless steel flapgates.

16. Construction of reinforced concrete toe drain channel with bedding and riprap along the slopes.

17. Construction of reinforced concrete steps, steel railing, and a steel access panel on top of the toe drain channel outlet pipe.

18. Removal and replacement of portions of existing guardrail system and components and providing and installing new guard rail systems and components.

1.5 SAFETY

All work shall be performed in accordance with EM 385-1-1 dated 30 November 2014 and all subsequently issued interim changes and errata and other references as listed herein. Matters of interpretation of the safety standards shall be submitted to the ACO for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply. The Government stresses the importance of safety on all USACE job sites. If safety violations occur, all work shall cease immediately and no work will resume until all safety violations are corrected. Lost time for safety violations will not be subject to time extensions for

SECTION 01 00 00 Page 2 contract completion.

1.6 PUBLIC SAFETY

The Contractor's work plan, traffic control plan, and construction methods shall be developed and executed with the understanding that public safety will not be compromised. The Contractor shall plan and execute the work to maintain public safety during both active work times and non-work times.

The Contractor shall leave the work area daily in such a manner that public safety is maintained during non-work hours.

1.7 WORK HOURS

The Contractor may only work between 7:00 a.m. and 6:00 p.m. Monday through Friday unless otherwise requested in writing by the Contractor and approved in writing by the ACO.

1.8 WORK STOPPAGE FOR CANTON LAKE WALLEYE RODEO

The Canton Lake Walleye Rodeo is held annually and is an extremely important and well-attended local event. All work in this contract shall stop from one day before the start to one day after the end of the Walleye Rodeo. All work sites, materials, and equipment shall be secured in a manner to ensure public safety and protect Contractor and Government property. Except for Blaine Park, all roads and parking lots shall be fully functional and open to traffic during this period. The Contractor shall plan and schedule all contract activities to meet these requirements. Before work stoppage, all earthwork, roads, and paved areas shall be left in a state to meet these requirements. See websites http://www.cantonlakeoklahoma.com/index.html and http://www.walleyerodeo.com/ for more information.

1.9 OVERLOOK RESTAURANT REQUIREMENTS

The Overlook Restaurant (Cafe') is open seasonally, typically from March through October. Access to and parking for the restaurant shall be maintained by the Contractor throughout the duration of this contract. In addition, once started, all work at the Overlook Restaurant (demolition, excavation, curb and gutter, ramps, asphaltic concrete, bollards, gates, guard rail, and wheel stops), shall be completed in 90 calendar days.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 00 00 Page 3

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 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 acres acceptably fully sprigged, established, and maintained, as measured in place after planting, SECTION 01 22 00 Page 4 to the nearest tenth of an acre.

PAYMENT

Payment will be made at the contract unit price per acre 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)

SECTION 01 22 00 Page 10

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

Project schedule shall be in accordance with the FAR Clause 52.236-15 -

SCHEDULES FOR CONSTRUCTION CONTRACTS.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

SECTION 01 32 01 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

PART 1 GENERAL

1.1 SUMMARY

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control (CQC) System Manager to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval are to be scheduled and made prior to the acquisition of the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Material Safety Data Sheets (MSDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to the start of the next major phase of the construction on a multi-phase contract, includes schedules, tabular list of data, or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates of insurance Surety bonds List of proposed Subcontractors List of proposed products Construction progress schedule Submittal register Health and safety plan

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Work plan Quality Control(QC) plan Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

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Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (MSDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data that is furnished by the manufacturer, or the system provider, to the equipment operating and maintenance personnel, including manufacturer's help and product line documentation necessary to maintain and install equipment. This data is needed by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

This data is intended to be incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

Interim "DD Form 1354" with cost breakout for all assets 30 days prior to facility turnover.

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1.2.2 Approving Authority

Office or designated person authorized to approve submittal.

1.2.3 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, except those SD-01 Pre-Construction Submittals noted above, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved G

Government approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Contracting Officer.

Within the terms of the Contract Clause entitled, "Specifications and Drawings for Construction," they are considered to be "shop drawings."

1.3.2 Information Only

Submittals not requiring Government approval will be for information only.They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.

1.4 PREPARATION

1.4.1 Transmittal Form

Use transmittal form ENG Form 4025 for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form. These forms are included in the QCS software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5 QUANTITY OF SUBMITTALS

Submit all submittals electronically in PDF format. Only SD-04 and SD-10 type submittals shall be accompanied by actual hardcopies (number of copies to be determined by the ACO).

1.5.1 Number of Samples SD-04 Samples

Submit two samples of each required item/set. Both samples/sets will be retained by the Government.

1.6 INFORMATION ONLY SUBMITTALS

Normally submittals for information only will not be returned. Approval of the Contracting Officer is not required on information only submittals.

The Government reserves the right to require the Contractor to resubmit any

SECTION 01 33 00 Page 4 item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 VARIATIONS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.7.1 Considering Variations

Discussion with Contracting Officer prior to submission, after consulting with the DOR, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.7.2 Proposing Variations

When proposing variation, deliver written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government, including the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals which include proposed deviations requested by the Contractor. Set forth in writing the reason for any deviations and annotate such deviations on the submittal.

The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

1.7.3 Warranting That Variations Are Compatible

When delivering a variation for approval, Contractor, including its Designer(s) of Record, warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.7.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 10 working days will be allowed for consideration by the Government of submittals with variations.

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1.8 SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data which is output in columns (c), (d), (e), and (f) as delivered by Government; retain data which is output in columns (a), (g), (h), and

(i) as approved. A submittal register showing items of equipment and materials for which submittals are required by the specifications is provided as an attachment. This list may not be all inclusive and additional submittals may be required. Maintain a submittal register for the project in accordance with Section 01 46 00 QUALITY CONTROL SYSTEM (QCS). The Government will provide the initial submittal register in electronic format with the following fields completed, to the extent that will be required by the Government during subsequent usage.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD No. and type, e.g. SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

1.8.1 Use of Submittal Register

Verify that all submittals required for project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.8.2 Contractor Use of Submittal Register

Update the following fields with each submittal throughout contract.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) List date of submittal transmission.

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Column (q) List date approval received.

1.8.3 Approving Authority Use of Submittal Register

Update the following fields.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (l) List date of submittal receipt.

Column (m) through (p) List Date related to review actions.

Column (q) List date returned to Contractor.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals. An additional 10 calendar days will be allowed and shown on the register for review and approval of submittals for HVAC control systems.

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential resubmittal of requirements.

b. Submittals called for by the contract documents will be listed on the register. If a submittal is called for but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the register or marked "N/A."

c. Re-submit register and annotate monthly by the Contractor with actual submission and approval dates. When all items on the register have been fully approved, no further re-submittal is required.

d. Carefully control procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received.

b. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

c. Identify returned submittals with one of the actions defined in paragraph entitled, "Review Notations," of this section and with markings appropriate for action indicated.

Upon completion of review of submittals requiring Government approval, SECTION 01 33 00 Page 7 stamp and date approved submittals. Four copies of the approved submittal will be retained by the Contracting Officer and one copy of the submittal will be returned to the Contractor.

1.10.1 Review Notations

Contracting Officer review will be completed within 30 calendar days after receipt of…