A22_15-B-0213_AMEND-01.pdf

W81C8X51525192

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

AMENDMENT OF SOLICITATION

PROJECT: CONSTRUCTION FOR FACILITY MAINTENANCE AT LAKE SHELBYVILLE, SHELBYVILLE, IL.

This amendment is issued to provide the SITE VISIT/PRE-BID MEETING minutes and sign in sheet of August 20, 2015 at 10:00 A.M. conducted at Lake Shelbyville Project Office, Shelbyville, IL.; a revised Bid Schedule and revised Scope of Work (SOW). (See the attached documents herein)

BID OPENING DATE AND TIME: All references to bid opening for referenced solicitation remains unchanged, September 9, 2015 at 10:00 A.M. Central Standard Time.

(SEE CONTINUATION PAGES)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 110

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

16C. DATE SIGNED

BY 27-Aug-2015

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 W912P9-15-B-0213

X 9B. DATED (SEE ITEM 11)

06-Aug-2015

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

27-Aug-2015

CODE

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 4.207

ST LOUIS MO 63103-2833

W912P9 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P9-15-B-0213 Amendment No. 0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. The solicitation is hereby amended to incorporate the following changes:

a. To add the Pre-Bid Meeting.. (See the Attached Pre-Bid Meeting)

b. Section 00010 – Bid Schedule is deleted in its entity and replaced with revised Section 00010 – Bid

Schedule. (See attached Bid Schedule)

c. Section 00700 – Contract Clauses: FAR Clause 52.228-1, “Bid Guarantee (SEP 1996)” to clarify for this solicitation, the amount of the bid guarantee shall be 20% percent of the Base Year Guaranteed Minimum $8,000.00.

d. Section 00800 – Special Contract : Scope of Work is deleted in its entity and replaced with the attached revised Scope of Work. (See attached Scope of Work.

2. As provided herein, all other terms and conditions remain unchanged.

Pre‐Bid Meeting Facility Grounds and Maintenance Solicitation W912P9‐15‐B‐0213 20‐August‐2015

1. Introductions

Sign in sheet o Matt Miller, Annie Hickman, Jon Summers, Mary Ann Meyer o See attached sign in sheet for potential bidders

2. Purpose of this solicitation meeting

Amendment to solicitation

3. Timeline Solicitation Opened 6-August-2015 Pre-bid meeting 20-August-2015 Closes 9-September-2015, 1000hrs (10:00am) (All proposals need to be sent to

Contracting Office)

4. Contract Solicitation Overview IDIQ, Firm Fixed Price, Task Order Contract Base year and 3 option years Guaranteed Minimum per year (8K base year, 4K each option year) NTE 400K for the contract year, 1.6M all year’s total Early Renewal

5. Contract Administration Requirements

Bonding requirements Davis Bacon Act Sub-contractors Buy American Act FAR Clauses For 1-5 bullet points, bidders should direct their questions to Millie B.

Washington, contact info provided Quality Control QA/QC o When using sub-contractors, at least one person from the original contractor (the one gov’t has contract with) shall be present while work is commencing to ensure quality control is being done

Other questions: What is the normal size of a task order? Varies depending on what gov’t needs are. What is the biggest task order issued? Again, task orders vary depending on gov’t needs

6. Scope of Work Gov furnished and Contractor furnished materials o Bidders review this bullet thoroughly Div 1 Environmental Div 2 Site Construction o Ripraft scenario question about silt fence against lake required? Depends on the work involved if it would be needed to meet contract requirements

Div 3 Concrete Div 4 Structural o Bidder asked if they can pull out docks to weld them? Yes Div 9 Painting o Primer should be included when painting o Standardized color chart will be provided to the winning bidder

7. Safety (EM 385-1-1) http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals /EM_385-1-1_2008Sep_Consolidated_2011Aug.pdf

Safety Inspections Questions

8. Required Bid Submittals

Call/email Millie B. Washington to make sure she has received your bid

9. Other Requirements Payment: for construction it is 14 days; make sure name and information is correct in order for invoice to be accepted E-verify registration Security o Amendment will state antiterrorism training required. Information will be provided on the amendment

Other additional items on the amendment will be the removal of aggregate CA1;

it was a typo

Bidders have to send the amendment bid in to St. Louis, not the original Closing date will not be extended due to amendment since there were minor amendments

10. Bid Opening Completed by St. Louis Contracting division 60 days for Government acceptance, less than will be rejected.

Notice to proceed within 10 days of award FOIA requests after award o Bidder will fill out request and get with Lake Shelbyville Office so we can provide with the contact information of whom the bidder contacts to get this information

11. Questions

Millie Washington, Contracting Specialist Phone: 314-331-8511 Email: Millie.B.Washington@USACE.ARMY.MIL

Section 00010 - Solicitation Contract Form

REVISED BID SCHEDULE

BASE

YEAR

SUPPLIES OR SERVICES AND PRICES/COSTS

ITEM NO. DESCRIPTION QUANTITY UOM UNIT PRICE AMOUNT

CLEARING, GRUBBING and

DISPOSAL OF DEBRIS

0001AA

Clearing, Grubbing and Disposal of Debris: Light

1500 SQ. YD.

0001AB

Debris: Moderate

0001AC

Debris: Heavy

0002 EARTHWORK

0002AA

Earthwork North of Bruce Findlay Road

1000 CU. YD.

0002AB

Earthwork South of Bruce Findlay

0003 SITE GRADING

0003AA Site Grading 25 Each

STONE PROTECTION, FURNISH, DELIVER

AND PLACEMENT

0004AA

Bedding Material, Grad. No. 1 ( North of Bruce Findlay Bridge)

1000 Ton

0004AB

Bedding Material, Grad. No. 1 ( South

0004AC

Riprap, Grad. No. 5, 400 lb. Max.

(North of Bruce Findlay Bridge)

0004AD

(South of Bruce Findlay Bridge)

0004AE

Riprap, Grad. No. 4, 150 lb. Max.

( North of Bruce Findlay Bridge)

0004AF

( South of Bruce Findlay Bridge)

0004AG

Ditch Aggregate, Grad. No. 3, 50 lb.

Max. ( North of Bruce Findlay Bridge)

0004AH

Max. ( South of Bruce Findlay Bridge)

STONE AGGREGATE, FURNISH, DELIVER

0005AA CA - 6 3000 Ton

0005AB CA – 16 1000 Ton

0005AC Pea Gravel 1000 Ton

0006 SITE IMPROVEMENTS

0006AA Removal of Concrete Picnic Table 12 Each

0006AB Concrete Removal and Disposal 50 CU. YD.

0006AC

Concrete Removal and Disposal Buildings and Facilities

100 CU. YD. _______________ ______________

0006AD

Concrete Anchor Removal and Disposal

12 Each

0006AE Asphalt Removal and Disposal 500 SQ. FT.

0006AF

Installation of Government Furnished Landscape Timbers, Treated Wood

1000 LIN. FT.

0006AG

Installation of Contractor Furnished

750 LIN. FT.

0006AH Relocation of Grills/Lantern Hangers 25 Each

0006AI Replacement of Lantern Hangers 25 Each

0006AJ Replacement and Disposal of Grills 50 Each

0006AK

Removal and Disposal of Landscape Timbers

0006AL

Removal and Disposal of Coarse Aggregate

1000 SQ. FT.

0006AM Crib Wall Construction 200 LIN. FT.

0007 ESTABLISHMENT OF TURF

0007AA Establishment of Turf 5 Acre

0008 PLAYGROUND IMPACT AREA

0008AA Bark Chip Removal, and Disposal 4 Each

0008AB Bark Chip Delivery and Placement 10 Each

0009 TRENCHING AND BACKFILLING

0009AA Trenching: Less than 25" in Depth 1000 LIN. FT.

0009AB Trenching: 25" - 35" in Depth 1000 LIN. FT.

0009AC Trenching: 36" - 48" in Depth 1000 LIN. FT.

0009AD Backfilling: Less than 25" in Depth 1000 LIN. FT.

0009AE Backfilling: 25" - 35" in Depth 1000 LIN. FT.

0009AF Backfilling: 36" - 48" in Depth 1000 LIN. FT.

0010 CULVERTS

0010AA Culvert Removal: 12" diameter 60 LIN. FT.

0010AB Culvert Removal: 15" diameter 60 LIN. FT.

0010AC Culvert Removal: 24" diameter 60 LIN. FT.

0010AD Culvert Removal: 30" diameter 60 LIN. FT.

0010AE Culvert Installation: 12" diameter 60 LIN. FT.

0010AF Culvert Installation: 15" diameter 60 LIN. FT.

0010AG Culvert Installation: 24" diameter 60 LIN. FT.

0010AH Culvert Installation: 30" diameter 60 LIN. FT.

0010AI Culvert Cleaning: 12" - 24" 60 LIN. FT.

0010AJ Culvert Cleaning: 25" – 48" 60 LIN. FT.

FINE AND COARSE AGGREGATES, FURNISH,

DELIVER, STOCKPILE AND/OR TAILGATE

SPREAD.

0011AA Sand (FA-2, Class A), Tailgate Spread 1000 Ton

0011AB Sand (FA-2, Class A), Stockpiled 1000 Ton

0011AE CA – 6, Tailgate Spread 1000 Ton

0011AF CA -6, Stockpiled 1000 Ton _______________ ______________

0011AG CA-16 Tailgate Spread 1000 Ton _______________ ______________

0011AH CA-16 Stockpiled 1000 Ton _______________ ______________

0011 AI RR-4 RipRap Stockpiled 1000 Ton _______________ _____________

SEWER AND WATER

0012AA

Water Valve Replacement: 3/4" Curb Stop Ball Valve

5 Each

0012AB

Water Valve Replacement: 1" Curb

0012AC

Water Valve Replacement: 1 1/2" Curb Stop Ball Valve Replacement

0012AD

Water Valve Replacement: 1 3/4" Curb

0012AE

Water Valve Replacement 2" Square Nut Ball Valve Replacement

0012AF

Water Valve Replacement 3" Square

0012AG

Water Valve Replacement 3/4" Curb Stop Ball Valve,With 24" Copper Riser

0012AH Water Line Tap: 3/4" Complete 5 Each

0012AI Water Line Tap: 1" Complete 5 Each

0012AJ Water Line Tap: 1 1/2" Complete 5 Each

0012AK Water Line Tap: 2" Complete 5 Each

0012AL Water Line Tap: 3/4" Saddle Tap Only 5 Each

0012AM Sewer Line Tap: 2' - 5' in Depth 5 Each

0012AN Sewer Line Tap: 5.1' - 10' in Depth 5 Each

0012AO Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

0012AP Stop and Drain Valve Assembly 5 Each

0012AQ Stop and Drain Valve Removal 5 Each

0012AR Stop and Drain Valve Installation 5 Each

0012AS Manhole Installation: 1' - 4' in Depth 2 Each

0012AT Manhole Installation: 4.1' - 15' in Depth 2 Each

0012AU

Fiberglass Lift Station Basin Installation 5’Dia X 10’ depth

1 Each

0012AV

Installation 6’Dia X not greater than 20’ depth

0012AW

Four Inch Gravity Sewer: Less than 4' in Depth

0012AX

Four Inch Gravity Sewer: 4' - 10' in Depth

0012AY

Four Inch Gravity Sewer: 10.1' - 15' in

0012AZ

Six Inch Gravity Sewer: Less than 4' in

0012BA Six Inch Gravity Sewer: 4' - 10' in 1000 LIN. FT.

0012BB

Six Inch Gravity Sewer: 10.1' - 15' in

0012BC

Eight Inch Gravity Sewer: Less than 4'

0012BD

Eight Inch Gravity Sewer: 4' - 10' in

0012BE

Eight Inch Gravity Sewer: 10.1' - 15' in

0012BF Water Line Installation 1000 LIN. FT.

0012BG Pressure Sewer Force Main Installation 1000 LIN. FT.

0012BH Winterization of facilities

0012BIA Comfort Station A 10 Each

0012BIB Comfort Station B 2 Each

0012BIC

Comfort Station C 5

Each

0012BID

Shower/ Laundry 5

0012BIE Fish Cleaning Station 4 Each

0012BIF Add on Shower 4 Each

0012BIG Fountains, Hydrants, and Trailer Dump 10 Each

0012BH Dewinterizing of facilities

0012BHA Comfort Station A 10 Each

0012BHB Comfort Station B 2 Each

0012BHC

0012BHD

0012BHE Fish Cleaning Station 4 Each

0012BHF Add on Shower 4 Each

0012BHG Fountains, Hydrants, and Trailer Dump 10 Each

0012 BHH Plumbing Repairs (General) 1000 HR

0013 ROAD BORING

0013AA

Road Boring: with two (2)-inch dia.

Sched. 40 PVC sleeve

50 LIN. FT.

0013AB

Road Boring: with three (3)-inch dia.

0013AC

Road Boring: with four (4)-inch dia.

0013AD

Road Boring: with six (6)-inch dia.

0013AE

Road Boring: with eight (8)-inch dia.

0013AF POTHOLE REPAIR 20 CU. FT.

0014 CONCRETE

0014AA Asphalt Removal 100 SQ. FT.

0014AB Concrete Removal 100 SQ. FT.

0014AC Concrete Slab: 4" 100 SQ. FT.

0014AD Concrete Slab: 6" 100 SQ. FT.

0014AE Concrete Slab: 8" 100 SQ. FT.

0014AF Concrete Slab: 10" 100 SQ. FT.

0014AG Concrete Sidewalk 100 SQ. FT.

0014AH Concrete Stairs 100 SQ. FT.

0014AI

CMU Block Installation - Government Furnished Block

100 SQ. FT.

0014AJ

CMU Block Installation – Contractor

0014AK CMU Block Repair – Tuck and Point 150 LIN.FT

0014AL Aluminum Handrail 50 LIN. FT.

0015 STRUCTURAL REPAIRS

0015AA Replace 1" x 1" Trim Material 20 LIN. FT.

0015AB Replace 1" x 2" Trim Material 20 LIN. FT.

0015AC Replace 1" x 4" Trim Material 20 LIN. FT.

0015AD Replace 1" x 6" Trim Material 20 LIN. FT.

0015AE Replace 1" x 8" Trim Material 20 LIN. FT.

0015AF Replace 2" x 4" Structural Material 40 LIN. FT.

0015AG Replace 2" x 6" Structural Material 40 LIN. FT.

0015AH Replace 4" x 4" Structural Material 40 LIN. FT.

0015AI Replace 4" x 6" Structural Material 20 LIN. FT.

0015AJ Replace 6" x 6" Structural Material 20 LIN. FT.

0015AK Replace Shake Shingle 50 SQ. FT.

0015AL Replace Asphalt/Fiberglass Shingle 600 SQ. FT.

0015AM

Replace Exterior Grade Plywood Decking

300 SQ. FT.

0015AN Exterior Grade Plywood T-11 380 SQ. FT.

0015AO Exterior Grade Plywood BBX 380 SQ. FT.

0015AP Replace Plexiglas Windows 10 SQ. FT.

0015AQ Removal of Structural Material 40 Hour

0016 BUILDING FIXTURE REPAIRS

0016AA

Steel Metal Door Replacement 28" X 80"

2 Each

0016AB

Steel Metal Door Replacement 30" X 78"

0016AC

0016AD

85"

0016AE

Steel Metal Door Replacement 32" X

0016AF

86"

0016AG

Steel Metal Door Replacement 36" X

0016AH

84"

0016AI

Electric Light Fixture Replacement

0016AJ

Surface Mounted High-pressure Sodium Light Fixture

0016AK

Recessed Light 120v/60hz -two 13 Watt Biaxial

(PL) Lamps per Fixture

0016AL

Surface Mounted Two-forty Watt Tubes

10 Each

120 volt Florescent Fixture

0016AM Wash Basin Replacement 10 Each

0016AN Toilet, Wall Mounted Replacement 10 Each

0016AO Toilet, Floor Mounted Replacement 10 Each

0016AP Urinal, Wall Mounted Replacement 10 Each

0016AQ Urinal, Floor Mounted Replacement 10 Each

0017 FACILITY CLEANING

0017AA High Pressure Washing 3000 SQ. FT.

0018 WATER FOUNTAIN AND YARD HYDRANT

0018AA Wall Mounted Water Fountain 4 Each

0018AB

Wall Mounted Water Fountain Removal

4 Each

0018AC

Installation

0018AD

New Wall Mounted Water Fountain

018AE Pedestal Water Fountain 2 Each

0018AF Pedestal Water Fountain Removal 2 Each

0018AG Pedestal Water Fountain Installation 2 Each

0018AH

New Pedestal Water Fountain

0018AI Frost-Proof Yard Hydrant 5 Each

0018AJ Frost-Proof Yard Hydrant Removal 5 Each

0018AK Frost-Proof Yard Hydrant Installation 5 Each

0018AM

New Frost-Proof Yard Hydrant

0018AN Sanitary Yard Hydrant Removal 2 Each

0019 SIGN REPLACEMENT & REPAIR

0019AA

4" x 4" Post Removal, Set and/or Replacement

20 Each

0019AB

4" x 6" Post Removal, Set and/or

10 Each

0019AC

6" x 6" Post Removal, Set and/or

0020 PAINTING

SQ = square equals 100 square feet

Exterior Painting 0020AA Wood Paint, 100% Acrylic Latex 300 SQ

0020AB Wood Preservative 30 SQ

0020AC Wood Paint, Alkyd 30 SQ

0020AD Brick Sealer 30 SQ

0020AE

Masonry Block Paint, 100% Acrylic Latex

50 SQ

0020AF Masonry Block Sealer 50 SQ

0020AG Metal Ferrous Paint, Aluminum 20 SQ

0020AH Metal Ferrous Paint, Alkyd Enamel 20 SQ

0020AI Metal Galvanized Paint, Acrylic Latex 20 SQ

0020AJ Metal Non-Ferrous Paint, Acrylic 20 SQ

0020AK Fencing, Aluminum (Chain Link) 250 SQ

Interior Painting 0020AL Wood Paint, 100% Acrylic Latex 40 SQ

0020AM Wood Sealer 40 SQ

0020AN Wood Paint, Epoxy Anti-Graffiti 40 SQ

0020AO Wood Paint, Alkyd 20 SQ

0020AP Wood Tile Sealer, Brick/Glazed 10 SQ

0020AQ

40 SQ

0020AR Masonry Block Epoxy, Anti-Graffiti 50 SQ

0020AS Masonry Block Emulsion Filler 20 SQ

0020AT Plaster Paint, 100% Acrylic Latex 30 SQ

0020AU Dry Wall, 100% Acrylic Latex 30 SQ

0020AV Metal Ferrous Paint, Alkyd Enamel 20 SQ

0020AW

Metal Non-Ferrous Paint, Alkyd Enamel

10 SQ

0020AX Special Surface Preparation - Metal 50 SQ

0020AY Special Surface Preparation - Masonry 100 SQ

0020AZ Special Surface Preparation - Wood 50 SQ

BEACH SAND, FURNISH, DELIVERY AND

PLACEMENT

0021AA Dam West Beach 750 Ton

0021AB Sullivan Beach 750 Ton

0021AC Wilborn Creek Beach 500 Ton

0021AD Lithia Springs Beach 500 Ton

0021AE Coon Creek Beach 300 Ton

0022 BEACH SAND MAINTENANCE

0022AA Dam West Beach 2 Each

0022AB Sullivan Beach 2 Each

0022AC Wilborn Creek Beach 2 Each

0022AD Lithia Springs Beach 2 Each

0022AE Coon Creek Beach 2 Each

0023 COURTESY DOCKS

0023AA

Courtesy Dock Placement at Lithia Springs, Dam West, and Opossum Creek Boat Ramps

3 Each

0023AB

Courtesy Dock Placement at Coon Creek and Lone Point Boat Ramps

0023AC

Courtesy Dock Placement at Wilborn Creek, Bo Woods, and Whitley Creek Boat Ramps

COURTESY DOCK ADJUSTMENT

0023AD

Courtesy Dock Adjustment at Lithia Springs, Dam West, and Opossum

0023AE

Courtesy Dock Adjustment at Coon

8 Each

0023AF

Courtesy Dock Adjustment at Wilborn Creek, Bo Woods, and Whitley Creek

COURTESY DOCK REMOVAL

0023AG

Courtesy Dock Removal at Lithia Springs, Dam West, and Opossum

0023AH

Courtesy Dock Removal at Coon Creek and Lone Point Boat Ramps

0023AI

Courtesy Dock Removal at Wilborn Creek, Bo Woods, and Whitley Creek

COURTESY DOCK REPAIRS

0023AJ Aluminum Weld 12 LIN. FT.

0023AK

Up to 2-inch Aluminum "L" Brace

6 LIN. FT.

0023AL 12"x 6" Steel Skid Plate Replacement 4 Each

0023AM Rubber Dock Bumper Replacement 6 LIN. FT.

0023AN Tie Cleat Replacement 4 Each

0023AO

2" x 2" Treated Kick Board

0023AP Courtesy Dock Deck Replacement 500 SQ. FT.

0024 SEALANT AND CAULKING

0024A Sealant Compound 100 LIN. FT.

0024B Caulking Compound 100 LIN. FT.

TOTAL FOR BASE YEAR _________________

BID SCHEDULE

OPTION

YEAR 1

1001AA

1001AB

1001AC

1002 EARTHWORK

1002AA

1002AB

1003 SITE GRADING

1003AA Site Grading 25 Each

1004AA

1004AB

1004AC

1004AD

1004AE

1004AF

1004AG

Max. ( North of Bruce Findlay Bridge)

1000 Ton

1004AH

Ditch Aggregate, Grad. No. 3, 50 lb.

1005AA CA - 6 3000 Ton

1005AB CA – 16 1000 Ton

1005AC Pea Gravel 1000 Ton

1006 SITE IMPROVEMENTS

1006AA Removal of Concrete Picnic Table 12 Each

1006AB Concrete Removal and Disposal 50 CU. YD.

1006AC

100 CU. YD. _______________ ______________

1006AD

Concrete Anchor Removal and

1006AE Asphalt Removal and Disposal 500 SQ. FT.

1006AF

1006AG

1006AH Relocation of Grills/Lantern Hangers 25 Each

1006AI Replacement of Lantern Hangers 25 Each

1006AJ Replacement and Disposal of Grills 50 Each

1006AK

1006AL

1006AM Crib Wall Construction 200 LIN. FT.

1007 ESTABLISHMENT OF TURF

1007AA Establishment of Turf 5 Acre

1008 PLAYGROUND IMPACT AREA

1008AA Bark Chip Removal, and Disposal 4 Each

1008AB Bark Chip Delivery and Placement 10 Each

1009 TRENCHING AND BACKFILLING

1009AA Trenching: Less than 25" in Depth 1000 LIN. FT.

1009AB Trenching: 25" - 35" in Depth 1000 LIN. FT.

1009AC Trenching: 36" - 48" in Depth 1000 LIN. FT.

1009AD Backfilling: Less than 25" in Depth 1000 LIN. FT.

1009AE Backfilling: 25" - 35" in Depth 1000 LIN. FT.

1009AF Backfilling: 36" - 48" in Depth 1000 LIN. FT.

1010 CULVERTS

1010AA Culvert Removal: 12" diameter 60 LIN. FT.

1010AB Culvert Removal: 15" diameter 60 LIN. FT.

1010AC Culvert Removal: 24" diameter 60 LIN. FT.

1010AD Culvert Removal: 30" diameter 60 LIN. FT.

1010AE Culvert Installation: 12" diameter 60 LIN. FT.

1010AF Culvert Installation: 15" diameter 60 LIN. FT.

1010AG Culvert Installation: 24" diameter 60 LIN. FT.

1010AH Culvert Installation: 30" diameter 60 LIN. FT.

1010AI Culvert Cleaning: 12" - 24" 60 LIN. FT.

1010AJ Culvert Cleaning: 25" – 48" 60 LIN. FT.

1011AA Sand (FA-2, Class A), Tailgate Spread 1000 Ton

1011AB Sand (FA-2, Class A), Stockpiled 1000 Ton

1011AE CA – 6, Tailgate Spread 1000 Ton

1011AF CA -6, Stockpiled 1000 Ton _______________ ______________

1011AG CA-16 Tailgate Spread 1000 Ton _______________ ______________

1011AH CA-16 Stockpiled 1000 Ton _______________ ______________

1011 AI RR-4 RipRap Stockpiled 1000 Ton _______________ _____________

1012AA

1012AB

1012AC

1012AD

1012AE

1012AF

1012AG

1012AH Water Line Tap: 3/4" Complete 5 Each

1012AI Water Line Tap: 1" Complete 5 Each

1012AJ Water Line Tap: 1 1/2" Complete 5 Each

1012AK Water Line Tap: 2" Complete 5 Each

1012AL Water Line Tap: 3/4" Saddle Tap Only 5 Each

1012AM Sewer Line Tap: 2' - 5' in Depth 5 Each

1012AN Sewer Line Tap: 5.1' - 10' in Depth 5 Each

1012AO Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

1012AP Stop and Drain Valve Assembly 5 Each

1012AQ Stop and Drain Valve Removal 5 Each

1012AR Stop and Drain Valve Installation 5 Each

1012AS Manhole Installation: 1' - 4' in Depth 2 Each

1012AT Manhole Installation: 4.1' - 15' in Depth 2 Each

1012AU

1012AV

Installation 6’Dia X not greater than

1012AW

1012AX

1012AY

1012AZ

1012BA

Six Inch Gravity Sewer: 4' - 10' in

1012BB

1012BC

1012BD

1012BE

1012BF Water Line Installation 1000 LIN. FT.

1012BG Pressure Sewer Force Main Installation 1000 LIN. FT.

1012BH Winterization of facilities

1012BIA Comfort Station A 10 Each

1012BIB Comfort Station B 2 Each

1012BIC

1012BID

1012BIE Fish Cleaning Station 4 Each

1012BIF Add on Shower 4 Each

1012BIG Fountains, Hydrants, and Trailer Dump 10 Each

1012BH Dewinterizing of facilities

1012BHA Comfort Station A 10 Each

1012BHB Comfort Station B 2 Each

1012BHC

1012BHD

1012BHE Fish Cleaning Station 4 Each

1012BHF Add on Shower 4 Each

1012BHG Fountains, Hydrants, and Trailer Dump 10 Each

1012 BHH Plumbing Repairs (General) 1000 HR

1013 ROAD BORING

1013AA

1013AB

1013AC

1013AD

1013AE

1013AF POTHOLE REPAIR 20 CU. FT.

1014 CONCRETE

1014AA Asphalt Removal 100 SQ. FT.

1014AB Concrete Removal 100 SQ. FT.

1014AC Concrete Slab: 4" 100 SQ. FT.

1014AD Concrete Slab: 6" 100 SQ. FT.

1014AE Concrete Slab: 8" 100 SQ. FT.

1014AF Concrete Slab: 10" 100 SQ. FT.

1014AG Concrete Sidewalk 100 SQ. FT.

1014AH Concrete Stairs 100 SQ. FT.

1014AI

1014AJ

1014AK CMU Block Repair – Tuck and Point 150 LIN.FT

1014AL Aluminum Handrail 50 LIN. FT.

1015 STRUCTURAL REPAIRS

1015AA Replace 1" x 1" Trim Material 20 LIN. FT.

1015AB Replace 1" x 2" Trim Material 20 LIN. FT.

1015AC Replace 1" x 4" Trim Material 20 LIN. FT.

1015AD Replace 1" x 6" Trim Material 20 LIN. FT.

1015AE Replace 1" x 8" Trim Material 20 LIN. FT.

1015AF Replace 2" x 4" Structural Material 40 LIN. FT.

1015AG Replace 2" x 6" Structural Material 40 LIN. FT.

1015AH Replace 4" x 4" Structural Material 40 LIN. FT.

1015AI Replace 4" x 6" Structural Material 20 LIN. FT.

1015AJ Replace 6" x 6" Structural Material 20 LIN. FT.

1015AK Replace Shake Shingle 50 SQ. FT.

1015AL Replace Asphalt/Fiberglass Shingle 600 SQ. FT.

1015AM

1015AN Exterior Grade Plywood T-11 380 SQ. FT.

1015AO Exterior Grade Plywood BBX 380 SQ. FT.

1015AP Replace Plexiglas Windows 10 SQ. FT.

1015AQ Removal of Structural Material 40 Hour

1016 BUILDING FIXTURE REPAIRS

1016AA

1016AB

1016AC

1016AD

1016AE

1016AF

1016AG

1016AH

1016AI

1016AJ

Surface Mounted High-pressure

1016AK

Watt Biaxial

1016AL

Tubes

10 Each

120 volt Florescent Fixture

1016AM Wash Basin Replacement 10 Each

1016AN Toilet, Wall Mounted Replacement 10 Each

1016AO Toilet, Floor Mounted Replacement 10 Each

1016AP Urinal, Wall Mounted Replacement 10 Each

1016AQ Urinal, Floor Mounted Replacement 10 Each

1017 FACILITY CLEANING

1017AA High Pressure Washing 3000 SQ. FT.

1018 WATER FOUNTAIN AND YARD HYDRANT

1018AA Wall Mounted Water Fountain 4 Each

1018AB

1018AC

1018AD

1018AE Pedestal Water Fountain 2 Each

1018AF Pedestal Water Fountain Removal 2 Each

1018AG Pedestal Water Fountain Installation 2 Each

1018AH

1018AI Frost-Proof Yard Hydrant 5 Each

1018AJ Frost-Proof Yard Hydrant Removal 5 Each

1018AK Frost-Proof Yard Hydrant Installation 5 Each

1018AM

1018AN Sanitary Yard Hydrant Removal 2 Each

1019 SIGN REPLACEMENT & REPAIR

1019AA

1019AB

1019AC

1020 PAINTING

Exterior Painting 1020AA Wood Paint, 100% Acrylic Latex 300 SQ

1020AB Wood Preservative 30 SQ

1020AC Wood Paint, Alkyd 30 SQ

1020AD Brick Sealer 30 SQ

1020AE

1020AF Masonry Block Sealer 50 SQ

1020AG Metal Ferrous Paint, Aluminum 20 SQ

1020AH Metal Ferrous Paint, Alkyd Enamel 20 SQ

1020AI Metal Galvanized Paint, Acrylic Latex 20 SQ

1020AJ Metal Non-Ferrous Paint, Acrylic 20 SQ

1020AK Fencing, Aluminum (Chain Link) 250 SQ

Interior Painting 1020AL Wood Paint, 100% Acrylic Latex 40 SQ

1020AM Wood Sealer 40 SQ

1020AN Wood Paint, Epoxy Anti-Graffiti 40 SQ

1020AO Wood Paint, Alkyd 20 SQ

1020AP Wood Tile Sealer, Brick/Glazed 10 SQ

1020AQ

1020AR Masonry Block Epoxy, Anti-Graffiti 50 SQ

1020AS Masonry Block Emulsion Filler 20 SQ

1020AT Plaster Paint, 100% Acrylic Latex 30 SQ

1020AU Dry Wall, 100% Acrylic Latex 30 SQ

1020AV Metal Ferrous Paint, Alkyd Enamel 20 SQ

1020AW

1020AX Special Surface Preparation - Metal 50 SQ

1020AY Special Surface Preparation - Masonry 100 SQ

1020AZ Special Surface Preparation - Wood 50 SQ

1021AA Dam West Beach 750 Ton

1021AB Sullivan Beach 750 Ton

1021AC Wilborn Creek Beach 500 Ton

1021AD Lithia Springs Beach 500 Ton

1021AE Coon Creek Beach 300 Ton

1022 BEACH SAND MAINTENANCE

1022AA Dam West Beach 2 Each

1022AB Sullivan Beach 2 Each

1022AC Wilborn Creek Beach 2 Each

1022AD Lithia Springs Beach 2 Each

1022AE Coon Creek Beach 2 Each

1023 COURTESY DOCKS

1023AA

Springs, Dam West, and Opossum

1023AB

1023AC

Creek, Bo Woods, and Whitley Creek

1023AD

Courtesy Dock Adjustment at Lithia Springs, Dam West, and Opossum

1023AE

1023AF

Creek, Bo Woods, and Whitley Creek

1023AG

Courtesy Dock Removal at Lithia Springs, Dam West, and Opossum

1023AH

1023AI

Creek, Bo Woods, and Whitley Creek

1023AJ Aluminum Weld 12 LIN. FT.

1023AK

1023AL 12"x 6" Steel Skid Plate Replacement 4 Each

1023AM Rubber Dock Bumper Replacement 6 LIN. FT.

1023AN Tie Cleat Replacement 4 Each

1023AO

1023AP Courtesy Dock Deck Replacement 500 SQ. FT.

1024 SEALANT AND CAULKING

1024A Sealant Compound 100 LIN. FT.

1024B Caulking Compound 100 LIN. FT.

TOTAL FOR OPTION YEAR 1 _______________

YEAR 2

2001AA

2001AB

2001AC

2002 EARTHWORK

2002AA

2002AB

2003 SITE GRADING

2003AA Site Grading 25 Each

2004AA

2004AB

2004AC

2004AD

2004AE

2004AF

2004AG

2004AH

2005AA CA - 6 3000 Ton

2005AB CA – 16 1000 Ton

2005AC Pea Gravel 1000 Ton

2006 SITE IMPROVEMENTS

2006AA Removal of Concrete Picnic Table 12 Each

2006AB Concrete Removal and Disposal 50 CU. YD.

2006AC

100 CU. YD. _______________ ______________

2006AD

Concrete Anchor Removal and

2006AE Asphalt Removal and Disposal 500 SQ. FT.

2006AF

2006AG

2006AH Relocation of Grills/Lantern Hangers 25 Each

2006AI Replacement of Lantern Hangers 25 Each

2006AJ Replacement and Disposal of Grills 50 Each

2006AK

2006AL

2006AM Crib Wall Construction 200 LIN. FT.

2007 ESTABLISHMENT OF TURF

2007AA Establishment of Turf 5 Acre

2008 PLAYGROUND IMPACT AREA

2008AA Bark Chip Removal, and Disposal 4 Each

2008AB Bark Chip Delivery and Placement 10 Each

2009 TRENCHING AND BACKFILLING

2009AA Trenching: Less than 25" in Depth 1000 LIN. FT.

2009AB Trenching: 25" - 35" in Depth 1000 LIN. FT.

2009AC Trenching: 36" - 48" in Depth 1000 LIN. FT.

2009AD Backfilling: Less than 25" in Depth 1000 LIN. FT.

2009AE Backfilling: 25" - 35" in Depth 1000 LIN. FT.

2009AF Backfilling: 36" - 48" in Depth 1000 LIN. FT.

2010 CULVERTS

2010AA Culvert Removal: 12" diameter 60 LIN. FT.

2010AB Culvert Removal: 15" diameter 60 LIN. FT.

2010AC Culvert Removal: 24" diameter 60 LIN. FT.

2010AD Culvert Removal: 30" diameter 60 LIN. FT.

2010AE Culvert Installation: 12" diameter 60 LIN. FT.

2010AF Culvert Installation: 15" diameter 60 LIN. FT.

2010AG Culvert Installation: 24" diameter 60 LIN. FT.

2010AH Culvert Installation: 30" diameter 60 LIN. FT.

2010AI Culvert Cleaning: 12" - 24" 60 LIN. FT.

2010AJ Culvert Cleaning: 25" – 48" 60 LIN. FT.

2011AA Sand (FA-2, Class A), Tailgate Spread 1000 Ton

2011AB Sand (FA-2, Class A), Stockpiled 1000 Ton

2011AE CA – 6, Tailgate Spread 1000 Ton

2011AF CA -6, Stockpiled 1000 Ton _______________ ______________

2011AG CA-16 Tailgate Spread 1000 Ton _______________ ______________

2011AH CA-16 Stockpiled 1000 Ton _______________ ______________

2011 AI RR-4 RipRap Stockpiled 1000 Ton _______________ _____________

2012AA

2012AB

2012AC

2012AD

2012AE

2012AF

2012AG

2012AH Water Line Tap: 3/4" Complete 5 Each

2012AI Water Line Tap: 1" Complete 5 Each

2012AJ Water Line Tap: 1 1/2" Complete 5 Each

2012AK Water Line Tap: 2" Complete 5 Each

2012AL Water Line Tap: 3/4" Saddle Tap Only 5 Each

2012AM Sewer Line Tap: 2' - 5' in Depth 5 Each

2012AN Sewer Line Tap: 5.1' - 10' in Depth 5 Each

2012AO Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

2012AP Stop and Drain Valve Assembly 5 Each

2012AQ Stop and Drain Valve Removal 5 Each

2012AR Stop and Drain Valve Installation 5 Each

2012AS Manhole Installation: 1' - 4' in Depth 2 Each

2012AT Manhole Installation: 4.1' - 15' in Depth 2 Each

2012AU

2012AV

Installation 6’Dia X not greater than

2012AW

2012AX

2012AY

2012AZ

2012BA

2012BB

2012BC

2012BD

2012BE

2012BF Water Line Installation 1000 LIN. FT.

2012BG Pressure Sewer Force Main Installation 1000 LIN. FT.

2012BH Winterization of facilities

2012BIA Comfort Station A 10 Each

2012BIB Comfort Station B 2 Each

2012BIC

2012BID

2012BIE Fish Cleaning Station 4 Each

2012BIF Add on Shower 4 Each

2012BIG Fountains, Hydrants, and Trailer Dump 10 Each

2012BH Dewinterizing of facilities

2012BHA Comfort Station A 10 Each

2012BHB Comfort Station B 2 Each

2012BHC

2012BHD

2012BHE Fish Cleaning Station 4 Each

2012BHF Add on Shower 4 Each

2012BHG Fountains, Hydrants, and Trailer Dump 10 Each

2012 BHH Plumbing Repairs (General) 1000 HR

2013 ROAD BORING

2013AA

2013AB

2013AC

2013AD

2013AE

2013AF POTHOLE REPAIR 20 CU. FT.

2014 CONCRETE

2014AA Asphalt Removal 100 SQ. FT.

2014AB Concrete Removal 100 SQ. FT.

2014AC Concrete Slab: 4" 100 SQ. FT.

2014AD Concrete Slab: 6" 100 SQ. FT.

2014AE Concrete Slab: 8" 100 SQ. FT.

2014AF Concrete Slab: 10" 100 SQ. FT.

2014AG Concrete Sidewalk 100 SQ. FT.

2014AH Concrete Stairs 100 SQ. FT.

2014AI

2014AJ

2014AK CMU Block Repair – Tuck and Point 150 LIN.FT

2014AL Aluminum Handrail 50 LIN. FT.

2015 STRUCTURAL REPAIRS

2015AA Replace 1" x 1" Trim Material 20 LIN. FT.

2015AB Replace 1" x 2" Trim Material 20 LIN. FT.

2015AC Replace 1" x 4" Trim Material 20 LIN. FT.

2015AD Replace 1" x 6" Trim Material 20 LIN. FT.

2015AE Replace 1" x 8" Trim Material 20 LIN. FT.

2015AF Replace 2" x 4" Structural Material 40 LIN. FT.

2015AG Replace 2" x 6" Structural Material 40 LIN. FT.

2015AH Replace 4" x 4" Structural Material 40 LIN. FT.

2015AI Replace 4" x 6" Structural Material 20 LIN. FT.

2015AJ Replace 6" x 6" Structural Material 20 LIN. FT.

2015AK Replace Shake Shingle 50 SQ. FT.

2015AL Replace Asphalt/Fiberglass Shingle 600 SQ. FT.

2015AM

2015AN Exterior Grade Plywood T-11 380 SQ. FT.

2015AO Exterior Grade Plywood BBX 380 SQ. FT.

2015AP Replace Plexiglas Windows 10 SQ. FT.

2015AQ Removal of Structural Material 40 Hour

2016 BUILDING FIXTURE REPAIRS

2016AA

2016AB

2016AC

2016AD

2016AE

2016AF

2016AG

2016AH

2016AI

2016AJ

Surface Mounted High-pressure

2016AK

Watt Biaxial

2016AL

Tubes

10 Each

120 volt Florescent Fixture

2016AM Wash Basin Replacement 10 Each

2016AN Toilet, Wall Mounted Replacement 10 Each

2016AO Toilet, Floor Mounted Replacement 10 Each

2016AP Urinal, Wall Mounted Replacement 10 Each

2016AQ Urinal, Floor Mounted Replacement 10 Each

2017 FACILITY CLEANING

2017AA High Pressure Washing 3000 SQ. FT.

2018 WATER FOUNTAIN AND YARD HYDRANT

2018AA Wall Mounted Water Fountain 4 Each

2018AB

2018AC

2018AD

2018AE Pedestal Water Fountain 2 Each

2018AF Pedestal Water Fountain Removal 2 Each

2018AG Pedestal Water Fountain Installation 2 Each

2018AH

2018AI Frost-Proof Yard Hydrant 5 Each

2018AJ Frost-Proof Yard Hydrant Removal 5 Each

2018AK Frost-Proof Yard Hydrant Installation 5 Each

2018AM

2018AN Sanitary Yard Hydrant Removal 2 Each

2019 SIGN REPLACEMENT & REPAIR

2019AA

2019AB

2019AC

2020 PAINTING

Exterior Painting 2020AA Wood Paint, 100% Acrylic Latex 300 SQ

2020AB Wood Preservative 30 SQ

2020AC Wood Paint, Alkyd 30 SQ

2020AD Brick Sealer 30 SQ

2020AE

2020AF Masonry Block Sealer 50 SQ

2020AG Metal Ferrous Paint, Aluminum 20 SQ

2020AH Metal Ferrous Paint, Alkyd Enamel 20 SQ

2020AI Metal Galvanized Paint, Acrylic Latex 20 SQ

2020AJ Metal Non-Ferrous Paint, Acrylic 20 SQ

2020AK Fencing, Aluminum (Chain Link) 250 SQ

Interior Painting 2020AL Wood Paint, 100% Acrylic Latex 40 SQ

2020AM Wood Sealer 40 SQ

2020AN Wood Paint, Epoxy Anti-Graffiti 40 SQ

2020AO Wood Paint, Alkyd 20 SQ

2020AP Wood Tile Sealer, Brick/Glazed 10 SQ

2020AQ

2020AR Masonry Block Epoxy, Anti-Graffiti 50 SQ

2020AS Masonry Block Emulsion Filler 20 SQ

2020AT Plaster Paint, 100% Acrylic Latex 30 SQ

2020AU Dry Wall, 100% Acrylic Latex 30 SQ

2020AV Metal Ferrous Paint, Alkyd Enamel 20 SQ

2020AW

2020AX Special Surface Preparation - Metal 50 SQ

2020AY Special Surface Preparation - Masonry 100 SQ

2020AZ Special Surface Preparation - Wood 50 SQ

2021AA Dam West Beach 750 Ton

2021AB Sullivan Beach 750 Ton

2021AC Wilborn Creek Beach 500 Ton

2021AD Lithia Springs Beach 500 Ton

2021AE Coon Creek Beach 300 Ton

2022 BEACH SAND MAINTENANCE

2022AA Dam West Beach 2 Each

2022AB Sullivan Beach 2 Each

2022AC Wilborn Creek Beach 2 Each

2022AD Lithia Springs Beach 2 Each

2022AE Coon Creek Beach 2 Each

2023 COURTESY DOCKS

2023AA

Springs, Dam West, and Opossum

2023AB

2023AC

Creek, Bo Woods, and Whitley Creek

2023AD

Courtesy Dock Adjustment at Lithia Springs, Dam West, and Opossum

2023AE

2023AF

Creek, Bo Woods, and Whitley Creek

2023AG

Courtesy Dock Removal at Lithia Springs, Dam West, and Opossum

2023AH

2023AI

Creek, Bo Woods, and Whitley Creek

2023AJ Aluminum Weld 12 LIN. FT.

2023AK

2023AL 12"x 6" Steel Skid Plate Replacement 4 Each

2023AM Rubber Dock Bumper Replacement 6 LIN. FT.

2023AN Tie Cleat Replacement 4 Each

2023AO

2023AP Courtesy Dock Deck Replacement 500 SQ. FT.

2024 SEALANT AND CAULKING

2024A Sealant Compound 100 LIN. FT.

2024B Caulking Compound 100 LIN. FT.

TOTAL FOR OPTION YEAR 2 _______________

YEAR 3

3001AA

3001AB

3001AC

3002 EARTHWORK

3002AA

3002AB

3003 SITE GRADING

3003AA Site Grading 25 Each

3004AA

3004AB

3004AC

3004AD

3004AE

3004AF

3004AG

3004AH

3005AA CA - 6 3000 Ton

3005AB CA – 16 1000 Ton

3005AC Pea Gravel 1000 Ton

3006 SITE IMPROVEMENTS

3006AA Removal of Concrete Picnic Table 12 Each

3006AB Concrete Removal and Disposal 50 CU. YD.

3006AC

100 CU. YD. _______________ ______________

3006AD

Concrete Anchor Removal and

3006AE Asphalt Removal and Disposal 500 SQ. FT.

3006AF

3006AG

3006AH Relocation of Grills/Lantern Hangers 25 Each

3006AI Replacement of Lantern Hangers 25 Each

3006AJ Replacement and Disposal of Grills 50 Each

3006AK

3006AL

3006AM Crib Wall Construction 200 LIN. FT.

3007 ESTABLISHMENT OF TURF

3007AA Establishment of Turf 5 Acre

3008 PLAYGROUND IMPACT AREA

3008AA Bark Chip Removal, and Disposal 4 Each

3008AB Bark Chip Delivery and Placement 10 Each

3009 TRENCHING AND BACKFILLING

3009AA Trenching: Less than 25" in Depth 1000 LIN. FT.

3009AB Trenching: 25" - 35" in Depth 1000 LIN. FT.

3009AC Trenching: 36" - 48" in Depth 1000 LIN. FT.

3009AD Backfilling: Less than 25" in Depth 1000 LIN. FT.

3009AE Backfilling: 25" - 35" in Depth 1000 LIN. FT.

3009AF Backfilling: 36" - 48" in Depth 1000 LIN. FT.

3010 CULVERTS

3010AA Culvert Removal: 12" diameter 60 LIN. FT.

3010AB Culvert Removal: 15" diameter 60 LIN. FT.

3010AC Culvert Removal: 24" diameter 60 LIN. FT.

3010AD Culvert Removal: 30" diameter 60 LIN. FT.

3010AE Culvert Installation: 12" diameter 60 LIN. FT.

3010AF Culvert Installation: 15" diameter 60 LIN. FT.

3010AG Culvert Installation: 24" diameter 60 LIN. FT.

3010AH Culvert Installation: 30" diameter 60 LIN. FT.

3010AI Culvert Cleaning: 12" - 24" 60 LIN. FT.

3010AJ Culvert Cleaning: 25" – 48" 60 LIN. FT.

3011AA Sand (FA-2, Class A), Tailgate Spread 1000 Ton

3011AB Sand (FA-2, Class A), Stockpiled 1000 Ton

3011AE CA – 6, Tailgate Spread 1000 Ton

3011AF CA -6, Stockpiled 1000 Ton _______________ ______________

3011AG CA-16 Tailgate Spread 1000 Ton _______________ ______________

3011AH CA-16 Stockpiled 1000 Ton _______________ ______________

3011 AI RR-4 RipRap Stockpiled 1000 Ton _______________ _____________

3012AA

3012AB

3012AC

3012AD

3012AE

3012AF

3012AG

3012AH Water Line Tap: 3/4" Complete 5 Each

3012AI Water Line Tap: 1" Complete 5 Each

3012AJ Water Line Tap: 1 1/2" Complete 5 Each

3012AK Water Line Tap: 2" Complete 5 Each

3012AL Water Line Tap: 3/4" Saddle Tap Only 5 Each

3012AM Sewer Line Tap: 2' - 5' in Depth 5 Each

3012AN Sewer Line Tap: 5.1' - 10' in Depth 5 Each

3012AO Sewer Line Tap: 10.1' – 15’ in Depth 5 Each

3012AP Stop and Drain Valve Assembly 5 Each

3012AQ Stop and Drain Valve Removal 5 Each

3012AR Stop and Drain Valve Installation 5 Each

3012AS Manhole Installation: 1' - 4' in Depth 2 Each

3012AT Manhole Installation: 4.1' - 15' in Depth 2 Each

3012AU

3012AV

Installation 6’Dia X not greater than

3012AW

3012AX

3012AY

3012AZ

3012BA

3012BB

3012BC

3012BD

3012BE

3012BF Water Line Installation 1000 LIN. FT.

3012BG Pressure Sewer Force Main Installation 1000 LIN. FT.

3012BH Winterization of facilities

3012BIA Comfort Station A 10 Each

3012BIB Comfort Station B 2 Each

3012BIC

3012BID

3012BIE Fish Cleaning Station 4 Each

3012BIF Add on Shower 4 Each

3012BIG Fountains, Hydrants, and Trailer Dump 10 Each

3012BH Dewinterizing of facilities

3012BHA Comfort Station A 10 Each

3012BHB Comfort Station B 2 Each

3012BHC

3012BHD

3012BHE Fish Cleaning Station 4 Each

3012BHF Add on Shower 4 Each

3012BHG Fountains, Hydrants, and Trailer Dump 10 Each

3012 BHH Plumbing Repairs (General) 1000 HR

3013 ROAD BORING

3013AA

3013AB

3013AC

3013AD

3013AE

3013AF POTHOLE REPAIR 20 CU. FT.

3014 CONCRETE

3014AA Asphalt Removal 100 SQ. FT.

3014AB Concrete Removal 100 SQ. FT.

3014AC Concrete Slab: 4" 100 SQ. FT.

3014AD Concrete Slab: 6" 100 SQ. FT.

3014AE Concrete Slab: 8" 100 SQ. FT.

3014AF Concrete Slab: 10" 100 SQ. FT.

3014AG Concrete Sidewalk 100 SQ. FT.

3014AH Concrete Stairs 100 SQ. FT.

3014AI

3014AJ

3014AK CMU Block Repair – Tuck and Point 150 LIN.FT

3014AL Aluminum Handrail 50 LIN. FT.

3015 STRUCTURAL REPAIRS

3015AA Replace 1" x 1" Trim Material 20 LIN. FT.

3015AB Replace 1" x 2" Trim Material 20 LIN. FT.

3015AC Replace 1" x 4" Trim Material 20 LIN. FT.

3015AD Replace 1" x 6" Trim Material 20 LIN. FT.

3015AE Replace 1" x 8" Trim Material 20 LIN. FT.

3015AF Replace 2" x 4" Structural Material 40 LIN. FT.

3015AG Replace 2" x 6" Structural Material 40 LIN. FT.

3015AH Replace 4" x 4" Structural Material 40 LIN. FT.

3015AI Replace 4" x 6" Structural Material 20 LIN. FT.

3015AJ Replace 6" x 6" Structural Material 20 LIN. FT.

3015AK Replace Shake Shingle 50 SQ. FT.

3015AL Replace Asphalt/Fiberglass Shingle 600 SQ. FT.

3015AM

3015AN Exterior Grade Plywood T-11 380 SQ. FT.

3015AO Exterior Grade Plywood BBX 380 SQ. FT.

3015AP Replace Plexiglas Windows 10 SQ. FT.

3015AQ Removal of Structural Material 40 Hour

3016 BUILDING FIXTURE REPAIRS

3016AA

3016AB

3016AC

3016AD

3016AE

3016AF

3016AG

3016AH

3016AI

3016AJ

Surface Mounted High-pressure

3016AK

Watt Biaxial

3016AL

Tubes

10 Each

120 volt Florescent Fixture

3016AM Wash Basin Replacement 10 Each

3016AN Toilet, Wall Mounted Replacement 10 Each

3016AO Toilet, Floor Mounted Replacement 10 Each

3016AP Urinal, Wall Mounted Replacement 10 Each

3016AQ Urinal, Floor Mounted Replacement 10 Each

3017 FACILITY CLEANING

3017AA High Pressure Washing 3000 SQ. FT.

3018 WATER FOUNTAIN AND YARD HYDRANT

3018AA Wall Mounted Water Fountain 4 Each

3018AB

3018AC

3018AD

3018AE Pedestal Water Fountain 2 Each

3018AF Pedestal Water Fountain Removal 2 Each

3018AG Pedestal Water Fountain Installation 2 Each

3018AH

3018AI Frost-Proof Yard Hydrant 5 Each

3018AJ Frost-Proof Yard Hydrant Removal 5 Each

3018AK Frost-Proof Yard Hydrant Installation 5 Each

3018AM

3018AN Sanitary Yard Hydrant Removal 2 Each

3019 SIGN REPLACEMENT & REPAIR

3019AA

3019AB

3019AC

3020 PAINTING

Exterior Painting 3020AA Wood Paint, 100% Acrylic Latex 300 SQ

3020AB Wood Preservative 30 SQ

3020AC Wood Paint, Alkyd 30 SQ

3020AD Brick Sealer 30 SQ

3020AE

3020AF Masonry Block Sealer 50 SQ

3020AG Metal Ferrous Paint, Aluminum 20 SQ

3020AH Metal Ferrous Paint, Alkyd Enamel 20 SQ

3020AI Metal Galvanized Paint, Acrylic Latex 20 SQ

3020AJ Metal Non-Ferrous Paint, Acrylic 20 SQ

3020AK Fencing, Aluminum (Chain Link) 250 SQ

Interior Painting 3020AL Wood Paint, 100% Acrylic Latex 40 SQ

3020AM Wood Sealer 40 SQ

3020AN Wood Paint, Epoxy Anti-Graffiti 40 SQ

3020AO Wood Paint, Alkyd 20 SQ

3020AP Wood Tile Sealer, Brick/Glazed 10 SQ

3020AQ

3020AR Masonry Block Epoxy, Anti-Graffiti 50 SQ

3020AS Masonry Block Emulsion Filler 20 SQ

3020AT Plaster Paint, 100% Acrylic Latex 30 SQ

3020AU Dry Wall, 100% Acrylic Latex 30 SQ

3020AV Metal Ferrous Paint, Alkyd Enamel 20 SQ

3020AW

3020AX Special Surface Preparation - Metal 50 SQ

3020AY Special Surface Preparation - Masonry 100 SQ

3020AZ Special Surface Preparation - Wood 50 SQ

3021AA Dam West Beach 750 Ton

3021AB Sullivan Beach 750 Ton

3021AC Wilborn Creek Beach 500 Ton

3021AD Lithia Springs Beach 500 Ton

3021AE Coon Creek Beach 300 Ton

3022 BEACH SAND MAINTENANCE

3022AA Dam West Beach 2 Each

3022AB Sullivan Beach 2 Each

3022AC Wilborn Creek Beach 2 Each

3022AD Lithia Springs Beach 2 Each

3022AE Coon Creek Beach 2 Each

3023 COURTESY DOCKS

3023AA

Springs, Dam West, and Opossum

3023AB

3023AC

Creek, Bo Woods, and Whitley Creek

3023AD

Courtesy Dock Adjustment at Lithia Springs, Dam West, and Opossum

3023AE

3023AF

Creek, Bo Woods, and Whitley Creek

3023AG

Courtesy Dock Removal at Lithia Springs, Dam West, and Opossum

3023AH

3023AI

Creek, Bo Woods, and Whitley Creek

3023AJ Aluminum Weld 12 LIN. FT.

3023AK

3023AL 12"x 6" Steel Skid Plate Replacement 4 Each

3023AM Rubber Dock Bumper Replacement 6 LIN. FT.

3023AN Tie Cleat Replacement 4 Each

3023AO

3023AP Courtesy Dock Deck Replacement 500 SQ. FT.

3024 SEALANT AND CAULKING

3024A Sealant Compound 100 LIN. FT.

3024B Caulking Compound 100 LIN. FT.

TOTAL FOR OPTION YEAR 3 _______________

REVISED SCOPE OF WORK

DIVISION 1 - ENVIRONMENTAL

SECTION 1 - ENVIRONMENTAL PROTECTION

1. SCOPE. This section covers prevention of environmental pollution and damage as the result of construction operations under this contract and for those measures set forth in other Technical Provisions of these specifications. For the purpose of this specification, environmental pollution and damage is defined as the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to man; or degrade the utility of the environment for aesthetic, cultural and/or historical purposes. The control of environmental pollution and damage requires consideration of air, water, and land, and includes management of visual aesthetics, noise, solid waste, radiant energy and radioactive materials, as well as other pollutants.

2. QUALITY CONTROL. The Contractor shall establish and maintain quality control for environmental protection at all times set forth herein. The Contractor shall record on daily reports any problems in complying with laws, regulations and ordinances and corrective action taken.

3. QUALITY ASSURANCE. The term Quality Assurance refers to action taken by the Government to ensure the contractor’s quality control system is functioning and effective, and the contractor is providing services which are in accordance with this contract.

4. CONTRACTING OFFICER (KO). The term Contracting Officer means the person executing this contract on behalf of the Government, and any other officer or civilian employee who is designated Contracting Officer; and the term includes, except as otherwise provided in this contract, the authorized representative of a Contracting Officer acting within the limits of their authority.

5. PERMITS. The Contractor shall obtain and comply with all required permits.

6. SUBMITTALS. The Contractor shall submit an Environmental Protection Plan to the Contracting Officer (KO) in accordance with provisions as herein specified.

6.1. Environmental Protection Plan shall include, but not be limited, to the following:

6.1.1. A list of Federal, State, and local laws, regulations and permits concerning environmental protection, pollution control and abatement that are applicable to the Contractor’s proposed operations and the requirements imposed by those laws, regulations and permits.

6.1.2. Methods for protection of features to be preserved within authorized work areas. The Contractor shall prepare a listing of methods to protect resources needing protection, i.e. trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archaeological and cultural resources.

6.1.3. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations. The Contractor shall set out the procedures to be followed to correct pollution of the environment due to accident, natural causes or failure to follow the procedures set out in accordance with the environmental protection plan.

6.1.4. Permit or license and the location of the solid waste disposal area.

6.1.5. Drawings showing locations of any proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or disposal materials, other than shown on the contract drawings.

6.1.6. Environmental monitoring plans for the job site, including land, water, air, and noise monitoring.

6.1.7. Methods of protecting surface and ground water during construction activities.

6.2. Implementation. At the pre-work conference, the Contractor shall submit in writing the original and one copy of the above Environmental Protection Plan. Approval of the Contractor’s plan shall not relieve the Contractor of his responsibility for adequate and continuing control of pollutants and other environmental protection measures.

7. SUBCONTRACTORS. Assurance of compliance with this section by subcontractors shall be the responsibility of the Prime

Contractor.

8. NOTIFICATION. The Contracting Officer will notify the Contractor in writing of any observed noncompliance with the aforementioned Federal, State or local laws or regulations, permits and other elements of the Contractor’s Environmental Protection Plan. The Contractor shall, after receipt of such notice, inform the Contracting Officer of proposed corrective action and take such action as may be approved. If the Contractor fails to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions shall be granted or costs or damages allowed to the Contractor for any such suspension.

9. PROTECTION OF ENVIRONMENTAL RESOURCES. The environmental resources within the project boundaries and those affected outside the limits of permanent work under this contract shall be protected during the entire period of this contract. The Contractor shall confine his activities to areas defined by the drawings and specifications. Environmental protection shall be as stated in the following subparagraphs.

9.1. Protection of Land Resources. Prior to the beginning of any construction, the Contractor shall identify all land resources to be preserved within the Contractor’s work area. The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without special permission from the Contracting Officer. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Where such special emergency use is permitted, the Contractor shall provide effective protection for land and vegetation resources at all times as defined in the following subparagraphs.

9.1.1. Work Area Limits. Prior to any construction, the Contractor shall mark the areas that are required to accomplish all work to be performed under this contract. Isolated areas within the general work area, which are to be saved and protected, shall also be marked or fenced. Monuments and markers shall be protected before construction operations commence. The Contractor shall convey to his personnel the purpose of marking and/or protection of all necessary objects.

9.1.2. Protection of Landscape. Trees, shrubs, vines, grasses, land forms and other landscape features either indicated by the KO and/or defined on the drawings to be preserved shall be clearly identified by marking, fencing, or wrapping with boards, or any other approved techniques.

9.1.3. Reduction of Exposure of Unprotected Erodible Soils. Earthwork brought to final grade shall be finished as indicated and specified. Side slopes and back slopes shall be protected as soon as practicable upon completion of rough grade grading. All earth work shall be planned and conducted to minimize the duration of exposure of unprotected soils. Except in instances where the constructed feature obscures borrow areas, quarries and waste material areas, these areas shall not initially be cleared in total. Clearing of such areas shall progress in reasonable sized increments as needed to use the areas developed, as approved by the KO.

9.1.4. Temporary Protection of Disturbed Areas. Such methods as necessary shall be utilized to effectively prevent erosion and control sedimentation, including but not limited to the following:

9.1.4.1. Retardation and Control of Run-off. Run-off from the construction site shall be controlled by construction of diversion…