A21. Amended Solicitation 3-AUG-2023.pdf

LAKE SHELBYVILLE ROADS MAINTENANCE

Furnishing all plant, labor, equipment, transportation, supplies and material to perform toad and parking lot rehabilitiation and maintnance functions as specif ied in task orders issued against this contract. Delivery schedules w ill be outlined in each task order. Lake Shelbyville project areas as specified and in strict accordance w ith the Statement of Work (SOW).

This is a Base plus 4 Order Periods contract w ith a guaranteed minimum of $100,000 on the Base Contract. Actual Period of Performance w ill be reflected at the time of aw ard.

Solicitation Type: 100% Total Small Business Set-Aside, Inviitation of Bid (IFB), Indefinate Delivery-Indefinate Quantity (IDIQ).

Maximum Contract Capacity: $24,000,000

X

MARLA J SAWYER 314-331-8246

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

25-Jul-2023

(RFP)

(IFB)

CALL:

Lake Shelbyville, IL

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________06 Sep 2003 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

US ARMY ENGR DIST ST LOUIS

1222 SPRUCE STREET, RM 4.207

ST LOUIS MO 63103-2833

W912P9

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

09:00 AM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

107139

8. ADDRESS OFFER TO (If Other Than Item 7)

314 331-8746FAX:TEL: TEL: FAX:

W912P923B0008 73

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912P923B0008

Section 00 10 00 - Solicitation

INSTRUCTIONS TO BIDDER

INSTRUCTIONS TO BIDDERS

This Invitation for Bid (IFB) is for a Firm Fixed Priced, Indefinite Delivery/Indefinite Quantity (IDIQ) consutruction contract to provide roads and parking rehabilitation for Lake Shelbyville, IL The Contractor shall furnish all labor, equipment, transportation, supplies and material to perform road and parking lot rehabilitiation and maintnance functions as specified in individual task orders issued against this contract. This contract will have five annual ordering periods.

Delivery schedules will be outlined in each individual task order This construction contract will be awarded using FAR Part 14, Sealed Bidding. Estimated quantities will be used to evaluate overall price. No seed Task Order or Example Task Order will be used to evaluate prices, this contract will be priced in whole.

SITE VISIT HIGHLY RECOMMENDED

A site visit will be held for interested vendors to come out and view the site on:

Tuesday, August 15, 2023 at 9:00AM CST Lake Shelbyville Visitor Center

1989 State Highway IL-16 Shelbyville IL 62565

Project Office: 217-774-3951, On-Site POC: Matthew Miller All questions will be documented and answered with a Solicitation Amendment posted on www.sam.gov. Please submit all questions in writing to Contract Specialist Marla Sawyer, marla.j.sawyer@usace.army.mil, and Secondary Contract Specialist, Leigh Ann Thomas, leigh.a.thomas@usace.army.mil . Questions will not be answered at the Site Visit.

Questions should be emailed to above points of contacts, no later than Wednesday, August 16, 2023, by 1:00PM CST. The questions/answers will be available within 24-48 hours in an amended solicitation posted to www.sam.gov .

One award will be made from this Invitation For Bid (IFB) FAR Subpart 14.1.

This procurement is 100% set-aside for Small Business, NAICS 237310, PSC Z1LB Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor. The Bidders should include in the bid the address to which payment should be mailed, if that address is different from that of the bidder.

Note: In accordance with FAR 14.101(d). Evaluation of bids. Bids shall be evaluated without discussion. Winning bidder will be awarded to Lowest Total Overall Price. Sum of Pre-Price Line Item List + First Task Order Price List = Total Overall Price.

FAR 14.101(e) Contract award. After bids are publicly opened, an award will be made with reasonable promptness to that responsible bidder whose bid, conforming to the invitation for bids, will be most advantageous to the Government, considering only price and the price-related factors included in the invitation.

Bids are due 6 SEP 2023 at 9:00AM CST. Fax and mail submittals will not be accepted.

Electronic submittals will be accepted and may be emailed to marla.j.sawyer@usace.army.mil and leigh.a.thomas@usace.army.mil

PROCEDURES FOR SUBMISSION OF BIDS AND VIRTUAL BID OPENING

In accordance with FAR 14.202-8 and FAR Part 4.5, bidders will be required to submit their bids in response to this IFB solicitation by the date and time listed on the Standard Form 1442 via electronic means to include bid bonds. Physical copies of bid bonds will not be required to be submitted unless otherwise requested by the Contracting Officer at a later date.

Bidders shall submit their bids via email to Contract Specialist, Marla Sawyer at marla.j.sawyer@usace.army.mil by the date and time listed on the SF 1442.

In accordance with FAR 14.402-1, the Public Bid Opening will be held via Webex at the link/info below on 6 SEP 2023 at 2:00PM CST. In accordance with FAR 14.403, the Abstract of Offers will be documented during this Public Bid Opening, and posted to SAM.gov within twenty-four (24) hours for public inspection.

***WEBEX INFORMATION TO BE PROVIDED IN AMENDEMENT***

Note: Page numbering in this document may not be accurate.

All contractors must be registered in the System for Award Management (www.sam.gov) prior to award of a contract. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website www.sam.gov. The process can usually be completed from 24 to 48 hours after submission.

Contractors will need to obtain a Unique Entity Identifier (formerly DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from www.sam.gov. Refer to www.sam.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the www.sam.gov registration process immediately in order to avoid delay of the contract award should your firm be selected.

In accordance with FAR Subpart 14.3, bids shall include the following:

Complete Entire Solicitaiton SF1442 Document, Sign As Required.

Complete Representations & Certifications Form Complete FAR Provision and Clause Fill-In Information.

Complete Pre-Priced Line Items Base Unit Price and Extended Amount.

Complete First Task Order- Seed Order Unit Price and Extended Amount.

Submit a SF 24, Bid Bond Guarantee, In Accordance With FAR 52.228-1 of this solicitaiton.

Partnering With Us! https://www.usace.army.mil/Business-With-Us/Partnering/

REPRESENTATION & CERTIFICATION

REPRESENTATIONS & CERTIFICATIONS

COMPANY NAME AND ADDRESS:

PHONE NUMBER: FAX NUMBER:

EMAIL:

TAX ID NO:

BUSINESS SIZE (select one)

Large Business Small Business HUBZone Business

8A Women-Owned Service-Disabled Veteran Owned

Contractor is registered with SAM: YES NO (See FAR 52.204-7)

INDICATE Unique Entity Identifier (previously DUNS NUMBER) (NOTE: See FAR 52.204-7 Unique Entity Identifier is a 9 digit number code.)

CAGE NO. (FAR 52.204-7)

ATTATCHMENT - STATEMENT OF WOR

Attachment Statement of Work For Base Contract.

Note: Each Task Order issued from the Base Contract will have a Statement of Work.

PRE-PRICED LINE ITEMS BASE

BID SCHEDULE

ROADS AND PARKING LOT MAINTENANCE, LAKE SHELBYVILLE

BASE ORDERING PERIOD

ITEM

NO.

DESCRIPTION

ESTIMATED

QTY

UOM

UNIT

PRICE

AMOUNT

0001 Patching 150 SY

0002 Bituminous Surface Removal

0002a Light 350 SY

0002b Heavy 2,000 SY

0003 Road Widening 1,000 SY

0004 Bituminous Concrete; Leveling Binder 2,000 TN

0005 Bituminous Concrete; Surface Course 2,000 TN

0006 Tack Coat 1,000 GL

0007 Prime Coat 200 GL

0008 Seal Coat 8,000 SY

0009 Crack Sealing 20 GL

0010 Joint Sealing 20 GL

0011 Curbing

0011a Bituminous 100 LF

0011b Concrete 100 LF

Area Reflective Crack Control Treatment System A

3,000 SY

0013 Guardrail

0013a Replacement 100 LF

0013b Installation 100 LF

0014 Parking Area and Traffic Striping 3,000 LF

0015 Traffic Marking and Symbol 180 SF

0016 Parking Block

0016a Replacement 25 EA

0016b Installation 10 EA

0017 Decorative Boulder 10 EA

0018 Concrete

0018a Concrete Slab 4” 250 CY

0018b Concrete Slab 6” 250 CY

0018c Concrete Slab 8” 200 CY

0018d Concrete Slab 10” 100 CY

0018e Concrete Ditch 200 SF

0018f Concrete Curb 50 LF

0018g Reinforcement 500 LB

0018h Misc. Concrete Work TBD TBD

0019 Crushed Stone Placed and Stockpiled

0019a FA-4 25 TN

0019b FA-20 25 TN

0019c CA-6 100 TN

0019d CA-10 100 TN

0019e FA-2 Class A, Beach Sand Stockpiled 100 TN

0019f FA-4 Stockpiled 25 TN

0019g CA-6 Stockpiled 100 TN

0019h CA-10 Stockpiled 100 TN

0019i CA-16 Stockpiled 100 TN

0020 Bedding Material

0020a Bedding Stone 300 TN

0020b Geotextile Fabric 500 SY

0021 Stone Rip Rap

0021a 50 LB 150 TN

0021b 150 LB 150 TN

0021c 400 LB 150 TN

0022 Fill Material 30 CY

0023 Top Soil 30 CY

0024 Site Grading

0024a Light 50 CY

0024b Heavy 200 CY

0025 Establishment of Turf 5 AC

0026 12" Corrugated Metal Pipe Replacement

0026a 12 Inch Diameter Pipe-0' - 4.9' 48 LF

0026b 12 Inch Diameter Pipe-5' - 9.9' 48 LF

0026b 12 Inch Diameter Pipe-10 - 15' 48 LF

0027 18" Corrugated Metal Pipe Replacement

0027a 18 Inch Diameter Pipe-0' - 4.9' 48 LF

0027b 18 Inch Diameter Pipe-5' - 9.9' 48 LF

0027c 18 Inch Diameter Pipe-10 - 15' 48 LF

0028 24" Corrugated Metal Pipe Replacement

0028a 24 Inch Diameter Pipe-0' - 4.9' 48 LF

0028b 24 Inch Diameter Pipe-5' - 9.9' 48 LF

0028c 24 Inch Diameter Pipe-10 - 15' 48 LF

0029 30" Corrugated Metal Pipe Replacement

0029a 30 Inch Diameter Pipe-0' - 4.9' 48 LF

0029b 30 Inch Diameter Pipe-5' - 9.9' 48 LF

0029c 30 Inch Diameter Pipe-10 - 15' 48 LF

0030 36" Corrugated Metal Pipe Replacement

0030a 36 Inch Diameter Pipe-0' - 4.9' 48 LF

0030b 36 Inch Diameter Pipe-5' - 9.9' 48 LF

0030c 36 Inch Diameter Pipe-10 - 15' 48 LF

0031 48" Corrugated Metal Pipe Replacement

0031a 48 Inch Diameter Pipe-0' - 4.9' 48 LF

0031b 48 Inch Diameter Pipe-5' - 9.9' 48 LF

0031c 48 Inch Diameter Pipe-10 - 15' 48 LF

0032 End Section Replacement

0032a 12 Inch Diameter End Section 4 EA

0032b 18 Inch Diameter End Section 4 EA

0032c 24 Inch Diameter End Section 4 EA

0032d 30 Inch Diameter End Section 4 EA

0032e 36 Inch Diameter End Section 4 EA

0033 Site Improvements and Appurtences

0033a Concrete Removal and Disposal 500 Cu Yd

0033b Concrete Removal and Disposal Structures and Foundations

500 Cu Yd

0033c Asphalt Removal and Disposal 2,000 Sq Yd

0033d Landscape Timber Removal 2,000 Lin Ft

0033e Removal of Coarse Aggregate 500 Sq Yd

0034 Equipment

0034a Backhoe Loader; 4WD 100 HR

0034b Track Type Excavator 100 HR

0034c Track Type Excavator Long Reach 100 HR

0034d Track Type Bulldozer 100 HR

0034e Padded Foot Roller; Self Propelled 100 HR

0034f Skid Steer Loader 100 HR

0034g Motor Grader 100 HR

0034h Truck W/ Dump 100 HR

0034i Street Sweeper Type Vehicle W/ Vacuum 100 HR

0034j Semi-Tractor trailer w/ Operator 100 HR

0035 Labor

0035a General Labor 200 HR

0035b Misc. Service Activities TBD HR TBD TBD

0035c Misc. Construction Activities TBD HR TBD TBD

0036 Rental of Misc. Equipment with Operator TBD TBD TBD TBD

0037 Rental of Misc. Equipment without Operator TBD TBD TBD TBD

0038 Procurement & Delivery of Misc. Materials TBD TBD TBD TBD

0039 Disposal of Misc. and Special Waste TBD TBD TBD TBD

Base Ordering Period Total: $ -

ORDERING PERIOD 1

NO.

DESCRIPTION

ESTIMATED

QTY

UOM

UNIT

1001 Patching 150 SY

1002 Bituminous Surface Removal

1002a Light 350 SY

1002b Heavy 2,000 SY

1003 Road Widening 1,000 SY

1004 Bituminous Concrete; Leveling Binder 2,000 TN

1005 Bituminous Concrete; Surface Course 2,000 TN

1006 Tack Coat 1,000 GL

1007 Prime Coat 200 GL

1008 Seal Coat 8,000 SY

1009 Crack Sealing 20 GL

1010 Joint Sealing 20 GL

1011 Curbing

1011a Bituminous 100 LF

1011b Concrete 100 LF

1013 Guardrail

1013a Replacement 100 LF

1013b Installation 100 LF

1014 Parking Area and Traffic Striping 3,000 LF

1015 Traffic Marking and Symbol 180 SF

1016 Parking Block

1016a Replacement 25 EA

1016b Installation 10 EA

1017 Decorative Boulder 10 EA

1018 Concrete

1018a Concrete Slab 4” 250 CY

1018b Concrete Slab 6” 250 CY

1018c Concrete Slab 8” 200 CY

1018d Concrete Slab 10” 100 CY

1018e Concrete Ditch 200 SF

1018f Concrete Curb 50 LF

1018g Reinforcement 500 LB

1018h Misc. Concrete Work TBD TBD

1019 Crushed Stone Placed and Stockpiled

1019a FA-4 25 TN

1019b FA-20 25 TN

1019c CA-6 100 TN

1019d CA-10 100 TN

1019e FA-2 Class A, Beach Sand Stockpiled 100 TN

1019f FA-4 Stockpiled 25 TN

1019g CA-6 Stockpiled 100 TN

1019h CA-10 Stockpiled 100 TN

1019i CA-16 Stockpiled 100 TN

1020 Bedding Material

1020a Bedding Stone 300 TN

1020b Geotextile Fabric 500 SY

1021 Stone Rip Rap

1021a 50 LB 150 TN

1021b 150 LB 150 TN

1021c 400 LB 150 TN

1022 Fill Material 30 CY

1023 Top Soil 30 CY

1024 Site Grading

1024a Light 50 CY

1024b Heavy 200 CY

1025 Establishment of Turf 5 AC

1026 12" Corrugated Metal Pipe Replacement

1026a 12 Inch Diameter Pipe-0' - 4.9' 48 LF

1026b 12 Inch Diameter Pipe-5' - 9.9' 48 LF

1026b 12 Inch Diameter Pipe-10 - 15' 48 LF

1027 18" Corrugated Metal Pipe Replacement

1027a 18 Inch Diameter Pipe-0' - 4.9' 48 LF

1027b 18 Inch Diameter Pipe-5' - 9.9' 48 LF

1027c 18 Inch Diameter Pipe-10 - 15' 48 LF

1028 24" Corrugated Metal Pipe Replacement

1028a 24 Inch Diameter Pipe-0' - 4.9' 48 LF

1028b 24 Inch Diameter Pipe-5' - 9.9' 48 LF

1028c 24 Inch Diameter Pipe-10 - 15' 48 LF

1029 30" Corrugated Metal Pipe Replacement

1029a 30 Inch Diameter Pipe-0' - 4.9' 48 LF

1029b 30 Inch Diameter Pipe-5' - 9.9' 48 LF

1029c 30 Inch Diameter Pipe-10 - 15' 48 LF

1030 36" Corrugated Metal Pipe Replacement

1030a 36 Inch Diameter Pipe-0' - 4.9' 48 LF

1030b 36 Inch Diameter Pipe-5' - 9.9' 48 LF

1030c 36 Inch Diameter Pipe-10 - 15' 48 LF

1031 48" Corrugated Metal Pipe Replacement

1031a 48 Inch Diameter Pipe-0' - 4.9' 48 LF

1031b 48 Inch Diameter Pipe-5' - 9.9' 48 LF

1031c 48 Inch Diameter Pipe-10 - 15' 48 LF

1032 End Section Replacement

1032a 12 Inch Diameter End Section 4 EA

1032b 18 Inch Diameter End Section 4 EA

1032c 24 Inch Diameter End Section 4 EA

1032d 30 Inch Diameter End Section 4 EA

1032e 36 Inch Diameter End Section 4 EA

1033 Site Improvements and Appurtences

1033a Concrete Removal and Disposal 500 Cu Yd

1033b Concrete Removal and Disposal Structures and Foundations

500 Cu Yd

1033c Asphalt Removal and Disposal 2,000 Sq Yd

1033d Landscape Timber Removal 2,000 Lin Ft

1033e Removal of Coarse Aggregate 500 Sq Yd

1034 Equipment

1034a Backhoe Loader; 4WD 100 HR

1034b Track Type Excavator 100 HR

1034c Track Type Excavator Long Reach 100 HR

1034d Track Type Bulldozer 100 HR

1034e Padded Foot Roller; Self Propelled 100 HR

1034f Skid Steer Loader 100 HR

1034g Motor Grader 100 HR

1034h Truck W/ Dump 100 HR

1034i Street Sweeper Type Vehicle W/ Vacuum 100 HR

1034j Semi-Tractor trailer w/ Operator 100 HR

1035 Labor

1035a General Labor 200 HR

1035b Misc. Service Activities TBD HR TBD TBD

1035c Misc. Construction Activities TBD HR TBD TBD

1036 Rental of Misc. Equipment with Operator TBD TBD TBD TBD

1037 Rental of Misc. Equipment without Operator TBD TBD TBD TBD

1038 Procurement & Delivery of Misc. Materials TBD TBD TBD TBD

1039 Disposal of Misc. and Special Waste TBD TBD TBD TBD

Ordering Period 1 Total: $ -

ORDERING PERIOD 2

NO.

DESCRIPTION

ESTIMATED

QTY

UOM

UNIT

2001 Patching 150 SY

2002 Bituminous Surface Removal

2002a Light 350 SY

2002b Heavy 2,000 SY

2003 Road Widening 1,000 SY

2004 Bituminous Concrete; Leveling Binder 2,000 TN

2005 Bituminous Concrete; Surface Course 2,000 TN

2006 Tack Coat 1,000 GL

2007 Prime Coat 200 GL

2008 Seal Coat 8,000 SY

2009 Crack Sealing 20 GL

2010 Joint Sealing 20 GL

2011 Curbing

2011a Bituminous 100 LF

2011b Concrete 100 LF

2013 Guardrail

2013a Replacement 100 LF

2013b Installation 100 LF

2014 Parking Area and Traffic Striping 3,000 LF

2015 Traffic Marking and Symbol 180 SF

2016 Parking Block

2016a Replacement 25 EA

2016b Installation 10 EA

2017 Decorative Boulder 10 EA

2018 Concrete

2018a Concrete Slab 4” 250 CY

2018b Concrete Slab 6” 250 CY

2018c Concrete Slab 8” 200 CY

2018d Concrete Slab 10” 100 CY

2018e Concrete Ditch 200 SF

2018f Concrete Curb 50 LF

2018g Reinforcement 500 LB

2018h Misc. Concrete Work TBD TBD

2019 Crushed Stone Placed and Stockpiled

2019a FA-4 25 TN

2019b FA-20 25 TN

2019c CA-6 100 TN

2019d CA-10 100 TN

2019e FA-2 Class A, Beach Sand Stockpiled 100 TN

2019f FA-4 Stockpiled 25 TN

2019g CA-6 Stockpiled 100 TN

2019h CA-10 Stockpiled 100 TN

2019i CA-16 Stockpiled 100 TN

2020 Bedding Material

2020a Bedding Stone 300 TN

2020b Geotextile Fabric 500 SY

2021 Stone Rip Rap

2021a 50 LB 150 TN

2021b 150 LB 150 TN

2021c 400 LB 150 TN

2022 Fill Material 30 CY

2023 Top Soil 30 CY

2024 Site Grading

2024a Light 50 CY

2024b Heavy 200 CY

2025 Establishment of Turf 5 AC

2026 12" Corrugated Metal Pipe Replacement

2026a 12 Inch Diameter Pipe-0' - 4.9' 48 LF

2026b 12 Inch Diameter Pipe-5' - 9.9' 48 LF

2026b 12 Inch Diameter Pipe-10 - 15' 48 LF

2027 18" Corrugated Metal Pipe Replacement

2027a 18 Inch Diameter Pipe-0' - 4.9' 48 LF

2027b 18 Inch Diameter Pipe-5' - 9.9' 48 LF

2027c 18 Inch Diameter Pipe-10 - 15' 48 LF

2028 24" Corrugated Metal Pipe Replacement

2028a 24 Inch Diameter Pipe-0' - 4.9' 48 LF

2028b 24 Inch Diameter Pipe-5' - 9.9' 48 LF

2028c 24 Inch Diameter Pipe-10 - 15' 48 LF

2029 30" Corrugated Metal Pipe Replacement

2029a 30 Inch Diameter Pipe-0' - 4.9' 48 LF

2029b 30 Inch Diameter Pipe-5' - 9.9' 48 LF

2029c 30 Inch Diameter Pipe-10 - 15' 48 LF

2030 36" Corrugated Metal Pipe Replacement

2030a 36 Inch Diameter Pipe-0' - 4.9' 48 LF

2030b 36 Inch Diameter Pipe-5' - 9.9' 48 LF

2030c 36 Inch Diameter Pipe-10 - 15' 48 LF

2031 48" Corrugated Metal Pipe Replacement

2031a 48 Inch Diameter Pipe-0' - 4.9' 48 LF

2031b 48 Inch Diameter Pipe-5' - 9.9' 48 LF

2031c 48 Inch Diameter Pipe-10 - 15' 48 LF

2032 End Section Replacement

2032a 12 Inch Diameter End Section 4 EA

2032b 18 Inch Diameter End Section 4 EA

2032c 24 Inch Diameter End Section 4 EA

2032d 30 Inch Diameter End Section 4 EA

2032e 36 Inch Diameter End Section 4 EA

2033 Site Improvements and Appurtences

2033a Concrete Removal and Disposal 500 Cu Yd

2033b Concrete Removal and Disposal Structures and Foundations

500 Cu Yd

2033c Asphalt Removal and Disposal 2,000 Sq Yd

2033d Landscape Timber Removal 2,000 Lin Ft

2033e Removal of Coarse Aggregate 500 Sq Yd

2034 Equipment

2034a Backhoe Loader; 4WD 100 HR

2034b Track Type Excavator 100 HR

2034c Track Type Excavator Long Reach 100 HR

2034d Track Type Bulldozer 100 HR

2034e Padded Foot Roller; Self Propelled 100 HR

2034f Skid Steer Loader 100 HR

2034g Motor Grader 100 HR

2034h Truck W/ Dump 100 HR

2034i Street Sweeper Type Vehicle W/ Vacuum 100 HR

2034j Semi-Tractor trailer w/ Operator 100 HR

2035 Labor

2035a General Labor 200 HR

2035b Misc. Service Activities TBD HR TBD TBD

2035c Misc. Construction Activities TBD HR TBD TBD

2036 Rental of Misc. Equipment with Operator TBD TBD TBD TBD

2037 Rental of Misc. Equipment without Operator TBD TBD TBD TBD

2038 Procurement & Delivery of Misc. Materials TBD TBD TBD TBD

2039 Disposal of Misc. and Special Waste TBD TBD TBD TBD

Ordering Period 2 Total: $ -

ORDERING PERIOD 3

NO.

DESCRIPTION

ESTIMATED

QTY

UOM

UNIT

3001 Patching 150 SY

3002 Bituminous Surface Removal

3002a Light 350 SY

3002b Heavy 750 SY

3003 Road Widening 1,000 SY

3004 Bituminous Concrete; Leveling Binder 2,000 TN

3005 Bituminous Concrete; Surface Course 2,000 TN

3006 Tack Coat 850 GL

3007 Prime Coat 200 GL

3008 Seal Coat 5,000 SY

3009 Crack Sealing 20 GL

3010 Joint Sealing 20 GL

3011 Curbing

3011a Bituminous 100 LF

3011b Concrete 100 LF

3013 Guardrail

3013a Replacement 100 LF

3013b Installation 100 LF

3014 Parking Area and Traffic Striping 3,000 LF

3015 Traffic Marking and Symbol 180 SF

3016 Parking Block

3016a Replacement 25 EA

3016b Installation 10 EA

3017 Decorative Boulder 10 EA

3018 Concrete Installation

3018a Concrete Slab 4” 250 CY

3018b Concrete Slab 6” 250 CY

3018c Concrete Slab 8” 200 CY

3018d Concrete Slab 10” 100 CY

3018e Concrete Ditch 200 SF

3018f Concrete Curb 50 LF

3018g Reinforcement 500 LB

3018h Misc. Concrete Work TBD TBD

3019 Crushed Stone Placed and Stockpiled

3019a FA-4 25 TN

3019b FA-20 25 TN

3019c CA-6 100 TN

3019d CA-10 100 TN

3019e FA-2 Class A, Beach Sand Stockpiled 100 TN

3019f FA-4 Stockpiled 25 TN

3019g CA-6 Stockpiled 100 TN

3019h CA-10 Stockpiled 100 TN

3019i CA-16 Stockpiled 100 TN

3020 Bedding Material

3020a Bedding Stone 300 TN

3020b Geotextile Fabric 500 SY

3021 Stone Rip Rap

3021a 50 LB 150 TN

3021b 150 LB 150 TN

3021c 400 LB 150 TN

3022 Fill Material 30 CY

3023 Top Soil 30 CY

3024 Site Grading

3024a Light 50 CY

3024b Heavy 200 CY

3025 Establishment of Turf 5 AC

3026 12" Corrugated Metal Pipe Replacement

3026a 12 Inch Diameter Pipe-0' - 4.9' 48 LF

3026b 12 Inch Diameter Pipe-5' - 9.9' 48 LF

3026b 12 Inch Diameter Pipe-10 - 15' 48 LF

3027 18" Corrugated Metal Pipe Replacement

3027a 18 Inch Diameter Pipe-0' - 4.9' 48 LF

3027b 18 Inch Diameter Pipe-5' - 9.9' 48 LF

3027c 18 Inch Diameter Pipe-10 - 15' 48 LF

3028 24" Corrugated Metal Pipe Replacement

3028a 24 Inch Diameter Pipe-0' - 4.9' 48 LF

3028b 24 Inch Diameter Pipe-5' - 9.9' 48 LF

3028c 24 Inch Diameter Pipe-10 - 15' 48 LF

3029 30" Corrugated Metal Pipe Replacement

3029a 30 Inch Diameter Pipe-0' - 4.9' 48 LF

3029b 30 Inch Diameter Pipe-5' - 9.9' 48 LF

3029c 30 Inch Diameter Pipe-10 - 15' 48 LF

3030 36" Corrugated Metal Pipe Replacement

3030a 36 Inch Diameter Pipe-0' - 4.9' 48 LF

3030b 36 Inch Diameter Pipe-5' - 9.9' 48 LF

3030c 36 Inch Diameter Pipe-10 - 15' 48 LF

3031 48" Corrugated Metal Pipe Replacement

3031a 48 Inch Diameter Pipe-0' - 4.9' 48 LF

3031b 48 Inch Diameter Pipe-5' - 9.9' 48 LF

3031c 48 Inch Diameter Pipe-10 - 15' 48 LF

3032 End Section Replacement

3032a 12 Inch Diameter End Section 4 EA

3032b 18 Inch Diameter End Section 4 EA

3032c 24 Inch Diameter End Section 4 EA

3032D 30 Inch Diameter End Section 4 EA

3032e 36 Inch Diameter End Section 4 EA

3033 Site Improvements and Appurtences

3033a Concrete Removal and Disposal 500 Cu. Yd.

3033b Concrete Removal and Disposal Building Structures

500 Cu. Yd.

3033c Asphalt Removal and Disposal 2,000 Sq. Yd.

3033d Landscape Timber Removal 2,000 Lin. Ft.

3033e Removal of Coarse Aggregate 500 Sq. Yd.

3034 Equipment

3034a Backhoe Loader; 4WD 100 HR

3034b Track Type Excavator 100 HR

3034c Track Type Excavator Long Reach 100 HR

3034d Track Type Bulldozer 100 HR

3034e Padded Foot Roller; Self Propelled 100 HR

3034f Skid Steer Loader 100 HR

3034g Motor Grader 100 HR

3034h Truck W/ Dump 100 HR

3034i Street Sweeper Type Vehicle W/ Vacuum 100 HR

3034j Semi-Tractor trailer w/ Operator 100 HR

3035 Labor

3035a General Labor 200 HR

3035b Misc. Service Activities TBD HR TBD TBD

3035c Misc. Construction Activities TBD HR TBD TBD

3036 Rental of Misc. Equipment with Operator TBD TBD TBD TBD

3037 Rental of Misc. Equipment without Operator TBD TBD TBD TBD

3038 Procurement & Delivery of Misc. Materials TBD TBD TBD TBD

3039 Disposal of Misc. and Special Waste TBD TBD TBD TBD

Ordering Period 3 Total: $ -

ORDERING PERIOD 4

NO.

DESCRIPTION

ESTIMATED

QTY

UOM

UNIT

4001 Patching 150 SY

4002 Bituminous Surface Removal

4002a Light 350 SY

4002b Heavy 750 SY

4003 Road Widening 1,000 SY

4004 Bituminous Concrete; Leveling Binder 2,000 TN

4005 Bituminous Concrete; Surface Course 2,000 TN

4006 Tack Coat 850 GL

4007 Prime Coat 200 GL

4008 Seal Coat 5,000 SY

4009 Crack Sealing 20 GL

4010 Joint Sealing 20 GL

4011 Curbing

4011a Bituminous 100 LF

4011b Concrete 100 LF

4013 Guardrail

4013a Replacement 100 LF

4013b Installation 100 LF

4014 Parking Area and Traffic Striping 3,000 LF

4015 Traffic Marking and Symbol 180 SF

4016 Parking Block

4016a Replacement 25 EA

4016b Installation 10 EA

4017 Decorative Boulder 10 EA

4018 Concrete Installation

4018a Concrete Slab 4” 250 CY

4018b Concrete Slab 6” 250 CY

4018c Concrete Slab 8” 200 CY

4018d Concrete Slab 10” 100 CY

4018e Concrete Ditch 200 SF

4018f Concrete Curb 50 LF

4018g Reinforcement 500 LB

4018h Misc. Concrete Work TBD TBD

4019 Crushed Stone Placed and Stockpiled

4019a FA-4 25 TN

4019b FA-20 25 TN

4019c CA-6 100 TN

4019d CA-10 100 TN

4019e FA-2 Class A, Beach Sand Stockpiled 100 TN

4019f FA-4 Stockpiled 25 TN

4019g CA-6 Stockpiled 100 TN

4019h CA-10 Stockpiled 100 TN

4019i CA-16 Stockpiled 100 TN

4020 Bedding Material

4020a Bedding Stone 300 TN

4020b Geotextile Fabric 500 SY

4021 Stone Rip Rap

4021a 50 LB 150 TN

4021b 150 LB 150 TN

4021c 400 LB 150 TN

4022 Fill Material 30 CY

4023 Top Soil 30 CY

4024 Site Grading

4024a Light 50 CY

4024b Heavy 200 CY

4025 Establishment of Turf 5 AC

4026 12" Corrugated Metal Pipe Replacement

4026a 12 Inch Diameter Pipe-0' - 4.9' 48 LF

4026b 12 Inch Diameter Pipe-5' - 9.9' 48 LF

4026b 12 Inch Diameter Pipe-10 - 15' 48 LF

4027 18" Corrugated Metal Pipe Replacement

4027a 18 Inch Diameter Pipe-0' - 4.9' 48 LF

4027b 18 Inch Diameter Pipe-5' - 9.9' 48 LF

4027c 18 Inch Diameter Pipe-10 - 15' 48 LF

4028 24" Corrugated Metal Pipe Replacement

4028a 24 Inch Diameter Pipe-0' - 4.9' 48 LF

4028b 24 Inch Diameter Pipe-5' - 9.9' 48 LF

4028c 24 Inch Diameter Pipe-10 - 15' 48 LF

4029 30" Corrugated Metal Pipe Replacement

4029a 30 Inch Diameter Pipe-0' - 4.9' 48 LF

4029b 30 Inch Diameter Pipe-5' - 9.9' 48 LF

4029c 30 Inch Diameter Pipe-10 - 15' 48 LF

4030 36" Corrugated Metal Pipe Replacement

4030a 36 Inch Diameter Pipe-0' - 4.9' 48 LF

4030b 36 Inch Diameter Pipe-5' - 9.9' 48 LF

4030c 36 Inch Diameter Pipe-10 - 15' 48 LF

4031 48" Corrugated Metal Pipe Replacement

4031a 48 Inch Diameter Pipe-0' - 4.9' 48 LF

4031b 48 Inch Diameter Pipe-5' - 9.9' 48 LF

4031c 48 Inch Diameter Pipe-10 - 15' 48 LF

4032 End Section Replacement

4032a 12 Inch Diameter End Section 4 EA

4032b 18 Inch Diameter End Section 4 EA

4032c 24 Inch Diameter End Section 4 EA

4032D 30 Inch Diameter End Section 4 EA

4032e 36 Inch Diameter End Section 4 EA

4033 Site Improvements and Appurtences

4033a Concrete Removal and Disposal 500 Cu. Yd.

4033b Concrete Removal and Disposal Building Structures

500 Cu. Yd.

4033c Asphalt Removal and Disposal 2,000 Sq. Yd.

4033d Landscape Timber Removal 2,000 Lin. Ft.

4033e Removal of Coarse Aggregate 500 Sq. Yd.

4034 Equipment

4034a Backhoe Loader; 4WD 100 HR

4034b Track Type Excavator 100 HR

4034c Track Type Excavator Long Reach 100 HR

4034d Track Type Bulldozer 100 HR

4034e Padded Foot Roller; Self Propelled 100 HR

4034f Skid Steer Loader 100 HR

4034g Motor Grader 100 HR

4034h Truck W/ Dump 100 HR

4034i Street Sweeper Type Vehicle W/ Vacuum 100 HR

4034j Semi-Tractor trailer w/ Operator 100 HR

4035 Labor

4035a General Labor 200 HR

4035b Misc. Service Activities TBD HR TBD TBD

4035c Misc. Construction Activities TBD HR TBD TBD

4036 Rental of Misc. Equipment with Operator TBD TBD TBD TBD

4037 Rental of Misc. Equipment without Operator TBD TBD TBD TBD

4038 Procurement & Delivery of Misc. Materials TBD TBD TBD TBD

4039 Disposal of Misc. and Special Waste TBD TBD TBD TBD

Ordering Period 4 Total: $ -

OPTIONAL 6 MONTH ORDERING PERIOD

NO.

DESCRIPTION

ESTIMATED

QTY

UOM

UNIT

5001 Patching 100 SY

5002 Bituminous Surface Removal

5002a Light 200 SY

5002b Heavy 150 SY

5003 Road Widening 400 SY

5004 Bituminous Concrete; Leveling Binder 1500 TN

5005 Bituminous Concrete; Surface Course 1500 TN

5006 Tack Coat 600 GL

5007 Prime Coat 200 GL

5008 Seal Coat 3,000 SY

5009 Crack Sealing 20 GL

5010 Joint Sealing 20 GL

5011 Curbing

5011a Bituminous 100 LF

5011b Concrete 100 LF

1,000 SY

5013 Guardrail

5013a Replacement 50 LF

5013b Installation 50 LF

5014 Parking Area and Traffic Striping 3,000 LF

5015 Traffic Marking and Symbol 180 SF

5016 Parking Block

5016a Replacement 25 EA

5016b Installation 10 EA

5017 Decorative Boulder 10 EA

5018 Concrete Installation

5018a Concrete Slab 4” 100 CY

5018b Concrete Slab 6” 100 CY

5018c Concrete Slab 8” 30 CY

5018d Concrete Slab 10” 30 CY

5018e Concrete Ditch 200 SF

5018f Concrete Curb 50 LF

5018g Reinforcement 300 LB

4018h Misc. Concrete Work TBD TBD

5019 Crushed Stone Placed and Stockpiled

5019a FA-4 25 TN

5019b FA-20 25 TN

5019c CA-6 100 TN

5019d CA-10 100 TN

5019e FA-2 Class A, Beach Sand Stockpiled 100 TN

5019f FA-4 Stockpiled 25 TN

5019g CA-6 Stockpiled 100 TN

5019h CA-10 Stockpiled 100 TN

5019i CA-16 Stockpiled 100 TN

5020 Bedding Material

5020a Bedding Stone 300 TN

5020b Geotextile Fabric 500 SY

5021 Stone Rip Rap

5021a 50 LB 150 TN

5021b 150 LB 150 TN

5021c 400 LB 150 TN

5022 Fill Material 30 CY

5023 Top Soil 30 CY

5024 Site Grading

5024a Light 50 CY

5024b Heavy 100 CY

5025 Establishment of Turf 2 AC

5026 12" Corrugated Metal Pipe Replacement

5026a 12 Inch Diameter Pipe-0' - 4.9' 48 LF

5026b 12 Inch Diameter Pipe-5' - 9.9' 48 LF

5026b 12 Inch Diameter Pipe-10 - 15' 48 LF

5027 18" Corrugated Metal Pipe Replacement

5027a 18 Inch Diameter Pipe-0' - 4.9' 35 LF

5027b 18 Inch Diameter Pipe-5' - 9.9' 35 LF

5027c 18 Inch Diameter Pipe-10 - 15' 35 LF

5028 24" Corrugated Metal Pipe Replacement

5028a 24 Inch Diameter Pipe-0' - 4.9' 35 LF

5028b 24 Inch Diameter Pipe-5' - 9.9' 35 LF

5028c 24 Inch Diameter Pipe-10 - 15' 35 LF

5029 30" Corrugated Metal Pipe Replacement

5029a 30 Inch Diameter Pipe-0' - 4.9' 35 LF

5029b 30 Inch Diameter Pipe-5' - 9.9' 35 LF

5029c 30 Inch Diameter Pipe-10 - 15' 35 LF

5030 36" Corrugated Metal Pipe Replacement

5030a 36 Inch Diameter Pipe-0' - 4.9' 35 LF

5030b 36 Inch Diameter Pipe-5' - 9.9' 35 LF

5030c 36 Inch Diameter Pipe-10 - 15' 35 LF

5031 48" Corrugated Metal Pipe Replacement

5031a 48 Inch Diameter Pipe-0' - 4.9' 35 LF

5031b 48 Inch Diameter Pipe-5' - 9.9' 35 LF

5031c 48 Inch Diameter Pipe-10 - 15' 35 LF

5032 End Section Replacement

5032a 12 Inch Diameter End Section 2 EA

5032b 18 Inch Diameter End Section 2 EA

5032c 24 Inch Diameter End Section 2 EA

5032D 30 Inch Diameter End Section 2 EA

5032e 36 Inch Diameter End Section 2 EA

5033 Site Improvements and Appurtences

5033a Concrete Removal and Disposal 300 Cu. Yd.

5033b Concrete Removal and Disposal Building Structures

300 Cu. Yd.

5033c Asphalt Removal and Disposal 1,000 Sq. Yd.

5033d Landscape Timber Removal 1,000 Lin. Ft.

5033e Removal of Coarse Aggregate 300 Sq. Yd.

5034 Equipment

5034a Backhoe Loader; 4WD 60 HR

5034b Track Type Excavator 60 HR

5034c Track Type Excavator Long Reach 60 HR

5034d Track Type Bulldozer 60 HR

5034e Padded Foot Roller; Self Propelled 60 HR

5034f Skid Steer Loader 60 HR

5034g Motor Grader 60 HR

5034h Truck W/ Dump 60 HR

5034i Street Sweeper Type Vehicle W/ Vacuum 60 HR

5034j Semi-Tractor trailer w/ Operator 60 HR

5035 Labor

5035a General Labor 200 HR

5035b Misc. Service Activities TBD HR TBD TBD

5035c Misc. Construction Activities TBD HR TBD TBD

5036 Rental of Misc. Equipment with Operator TBD TBD TBD TBD

5037 Rental of Misc. Equipment without Operator TBD TBD TBD TBD

5038 Procurement & Delivery of Misc. Materials TBD TBD TBD TBD

5039 Disposal of Misc. and Special Waste TBD TBD TBD TBD

Optional 6 Month Ordering Period Total:

SECTION 00 00 10

BIDDING SCHEDULE NOTES

1. Legend for Unit of Measurement

EA = Each GL = Gallon LB = Pound LF = Linear Foot CY = Cubic Yard SF = Square Foot SY = Square Yard TN = Ton TBD = To Be Determined

2. All quantities shown on the BIDDING SCHEDULE are estimated quantities.

All Estimated quantities are to be used for bid evaluations only. The government is not restricted to these quantities and quantities issued over the duration of the contract are subject only to the following parameters:

Minimum Order Per Task Order: $5,000.00

Cumulative Guaranteed Minimum (Overall Contract): $100,000.00

Cumulative Guaranteed Maximum (Overall Contract): $24,000,000.00

3. TBD items shall be defined and negotiated at the Task Order Level via supplemental specifications or statements of work issued via Request for Proposal.

4. When bids are solicited on a unit price basis, bidders shall insert in the spaces provided therefore in the SCHEDULE both the "unit price" and the "estimated amount" resulting from applying the said unit price to the estimated quantity shown. In event the bidder quotes only a total price ("estimated amount") in its bid and fails to quote the unit price, the Government will determine such unit price by dividing the total price quoted by the quantity of the item set out in the SCHEDULE.

The bidder agrees that the unit price so determined shall be used for the purpose of bid evaluation, award and all payments to the Contractor including final payment.

5. All Prices are on a Firm Fixed Price Basis.

6. All extensions of the unit prices shown will be subject to verification by the Government. In case of variation between the unit price and the extension, the unit price will be considered to be the bid and the extension will be corrected accordingly.

7. If a modification to a bid based on unit prices is submitted, which provides for a lump sum adjustment to the total estimated cost, the application of the lump sum adjustment to each unit price in the bid schedule must be stated. If it is not stated, the bidder agrees that the lump sum adjustment shall be applied on a pro rata basis to every unit price in the bid schedule.

8. Bidders are required to bid on all items listed on the Bidding

Schedule in addition to inserting a total quoted bid in the appropriate space provided with the exception of items marked as TBD, “To Be Determined”. Failure to do so will be considered good cause to disqualify the bid.

9. Information concerning Indefinite Quantity Contracts, as well as the issuance and limitation of deliver orders may be found in Section 0700, Contract Clauses.

FIRST TASK ORDER - SEED ORDER

***Provide prices in the Seed (First) Task Order, planned to be awarded immediately following IDIQ award.***

Task Order W912P9-23-F-XXXX (TBD) Roads and Parking IDIQ Roads and Parking contract: W912P9-23-D-XXXX (TBD) If the Offeror deems other contract line items being required to accomplish each job as specified, include the line item, quantities, and cost associated with price breakdown for each Job.

Locations: Bo Wood Recreation Area, Coon Creek, and Opossum Creek

Total Task Order Cost

Project:

Lake Shelbyville Roads and Parking Lot Contract IDIQ – Base Year, Task Order 1 TASK ORDER: Bo Wood Road Rehabilitation

Contract # W912P9-23-X-XXXX Task Order# W912P9-23-FXXXX

CLIN Description Quantity UOM Unit Price Amount

JOB 1 Bo Wood Access Road 1 JOB $ $

JOB 2 (Optional) Main Shower House Parking Lot 1 JOB $ $

JOB 3 (Optional) Area 5 Parking Lot and Access Road 1 JOB $ $

JOB 4

(Optional)

Coon Creek Entrance Road and Dump Station 1 JOB $ $

JOB 5

(Optional) Lithia Springs Dump Station 1 JOB $ $

JOB 6

(Optional) Lithia Springs B-Leg Parking Lot 1 JOB $ $

Optional Items will be awarded based on funding available at the time of award.

Total Task Order Amount $

JOBS #1-3 Bo Wood Road Rehabilitation

Scope of Work: This work shall include the rehabilitation of the Bo wood campground main road, Optional main shower house parking lot in area two, and Optional parking lot in area 5 and access road. See the attached detailed maps of the locations of the work sites. This work will include road cracking/joint repair, bituminous surface removal, and a bituminous asphalt overlay and parking lot striping.

JOB 1: Bo Wood Access Road The main campground road starts at the park entrance and travels to day use area by the boat ramp and dog park. The entrance road has large horizontal cracks that will need to be repaired by means of either crack sealing or bituminous asphalt patching. The roadway will need to be milled off by means of a milling machine that can incorporate the existing slope with a depth of 1 ½ to 2 inches. The millings will be transported, graded, and rolled in at the Slaughterhouse West access road located 2 miles South of the Bo Wood campground. After the milling, crack sealing, and patch repairs are complete a tact coat using emulsified asphalt shall be applied at a rate of 0.3 gallons per square yard prior to placing bituminous asphalt. The asphalt overlay should be an IDOT approved bituminous asphalt surface suitable for lower speed travel and placed at a minimum depth of 2” but not greater than 4” inches compacted. The main road dimensions are approximately 5400 feet in length by 18 feet in width. The three vehicle parking areas around the dog park (A,B,&C) will need light milling 0-1” and will receive a bituminous asphalt overlay of at least 2” but not greater than 3”. All new asphalt will have smooth transitions and maintain positive drainage. Striping for parking spots in the dog park area shall be 9’ wide by 20’ deep with striping 4” in width. The 2 ADA parking sites will be located in lots B and C and laid out to ADA standards of 9’ wide by 20’ deep parking space with a minimum 60” wide aisle. All 21 parking blocks shall be replaced once asphalt and striping is complete.

JOB 1: Bo Wood Access Road

CLIN Description Quantity UOM Unit Price Amount

0002b Bit. Surface Removal (Heavy) 14500 SY

0004 Bit. Conc; Leveling Binder 200 TN

0005 Bit. Conc; Surface Course 1300 TN

0010 Joint Sealing 525 GL

0006 Tack Coat 4350 GL

0014 Parking area and Traffic striping 600 LF

0015 Traffic marking and Symbol 50 SY

0016b Parking Block Replacement 18 EA

JOB 2: Main Shower House Parking Lot (Optional)

The main shower house parking lot shall be resurfaced using the same method as the main road but may not require crack repair. The dimensions of this area are approximately 85 feet by 325 feet and contain. All Asphalt placed for this parking lot will require butt joints to ensure a smooth transition to existing roads not part of this contract, additionally the transition to the shower house sidewalk shall be maintain as flush in front of the shower house and to the existing concrete curb.

JOB 2: Main Shower House Parking Lot (Optional)

0002b Bit. Surface Removal (Heavy) 4000 SY

0004 Bit. Conc; Leveling Binder 100 TN

0005 Bit. Conc; Surface Course 375 TN

0006 Tack Coat 1200 GL

0014 Parking area and Traffic striping 725 LF

0015 Traffic marking and Symbol 25 SY

Total:

JOB 3: Area 5 Parking Lot and Access Road (Optional) The small parking lot in area 5 is constructed of aggregate only. The dimensions are approximately 75 feet by 105 feet. In this location the subbase will need to be prepared by grading and filling low spots with CA-6 aggregate and then compacted with a sheep foot or vibratory roller to 95%. A prime coat using emulsified asphalt shall be applied at a rate of 0.3 gallons per square yard prior to placing bituminous asphalt. There shall be a minimum of 2” of leveling binder and minimum of 2” of surface coarse with a maximum combined thickness of 5”of compacted bituminous asphalt leveling binder and surface coarse. The existing 15 parking blocks will need to be removed and replaced with new ones. The Northwest facing section of the parking lot shall have 9 standard parking spots with a dimension of 9’ wide and 20’ in depth with 4” wide striping. The Southeast facing parking spots shall have 6 parking spots on each side of the lot entrance (3 and 3) with the same dimensions, with the exception of 1 of the 3 parking spots being a ADA spot on the East side of the entrance road. The ADA parking spot shall be laid out as a 9’wide 20’ deep spot with a 60” aisle.

The access road to area 5 parking lot also will get overlayed using the same method as the entrance road. A small quantity of patching could be needed to the road to repair it before an overlay is installed. The dimension of this road is 250 feet by 20 feet.

This work shall all be done according to the contract specifications. See attached site maps for locations and orientations.

JOB 3: Area 5 Parking Lot and Access Road (Optional)

0001 Patching 10 SY

0002b Bit. Surface Removal (Heavy) 1800 SY

0004 Bit. Conc; Leveling Binder 125 TN

0005 Bit. Conc; Surface Course 500 TN

0006 Tack Coat 850 GL

0014 Parking area and Traffic striping 425 LF

0015 Traffic marking and Symbol 10 SY

0016b Parking Block Replacement 15 EA

0019c CA-6 Placed 15 TN

JOB #4 Coon Creek Entrance and Dump Station (Optional) IDIQ Roads and Parking contract: W912P9-23-D-XXXX Location: Coon Creek Campground Entrance Scope of work: Work will consist of resurfacing of the existing asphalt fee booth parking lot, creating a new dump station lane, and construction of a dumpster pad.

The parking lot and roadway work shall start at the park entrance and continue to the campground access road behind the fee booth. The fee booth parking lot is immediately to the south of the fee booth. These existing entrance roadway and parking lot shall be milled to a depth of 2” and resurfaced with a minimum of 1.5” of binder and 1” of surface asphalt, for a total compacted thickness between 2.5” and 3” and tied into the new dump station lane area and ensure good drainage of the surface water to the Southwest. The parking lot will have 4 standard parking spaces that will be 9’ in width and 20’ deep with one ADA that will be 9’X20’ with a 60” aisle. All spaces will need the parking blocks replaced. The entrance and exit lanes shall receive striping and directional arrows will be needed to identify the two entrance lanes and one exit lane on both sides of the fee booth and a entrance arrow for the parking lot. The two grass landscape features will remain.

The construction of the dump station lane will require the removal and grading of approximately 8”- 10” of material, from the proposed lane location to the existing fee both parking lot. Geotextile will be installed over this prepared area and backfilled with 6” of CA-6 aggregate and compacted with a sheeps foot roller or vibratory roller to 95% compaction. The dump station lane will use asphalt will for the entrance and exit aprons and use concrete for the parking pad.

The entrance and parking lot asphalt work will including the aprons and area connecting the dump station lane and the fee booth parking lot. This work will require placement of 4” of leveling binder and 2” of surface course bituminous asphalt of the proposed roadway areas.

The dump station lane will include a 60’X15’ concrete parking dump pad, 8” thick with ½” rebar spaced on 24” centers for reinforcement and have 80 linear feet of curbing. The separation of the existing asphalt and the new dump station will be separated between a curbed 4-inch-thick median island. See dump station typical drawing. A 90’ long 4” solid yellow striping line will be installing to delineate the width of the lane from the entrance apron to the parking pad and from the parking pad to the exit apron tie in location to prevent improper parking of other vehicles. Note: utility stub ups will be completed by others prior to asphalt or concrete work.

The dumpster pad will be located off the entrance of the new dump station lane. The pad will be constructed of concrete and be 50’X40’ in size 8” thick with ½” rebar reinforcement on 24” center spacing. The topsoil will need to be removed from the pad footprint and the soil graded and compacted 6” below the surrounding asphalt elevations to allow for drainage to the Southwest. The sub-base shall be prepared in accordance with the concrete specification. Note: Trees will be removed by others in accordance with FWS requirements. All work shall be in accordance with the contract specifications and design standards. Reference the attached map for location and orientation.

JOB #4 Coon Creek Entrance and Dump Station (Optional)

CLIN Description QTY UOM Unit Price total 0002b Bituminous Surface Removal Heavy 2050 SY 0004 Bituminous Concrete; Leveling Binder 900 TN 0005 Bituminous Concrete; Surface Course 650 TN 0006 Tack Coat 500 GL 0011b Curbing; Concrete 200 LF 0014 Parking Area and traffic striping 1000 LF 0015 Traffic Marking and Symbol 100 SF 0016a Parking Block replacement 5 EA 0018c Concrete slab; Formed 8” 65 CY 00018g Concrete Reinforcement 11050 LBS 0019c CA-6 75 TN 0034e Padded Foot Roller; Self Propelled HR 0020b Geotextile Fabric 500 SY 0024b Site Grading Heavy 250 CY

JOB #5 Lithia Springs Dump Station Road (Optional)

Location: Lithia Springs Campground Dump Station Road.

Scope of Work: Work will consist of adding an additional dump stations lane to the existing road, creating a new parking lot for the playground and a dumpster pad.

To construct the new dump station lane the existing grass area will need graded out 6-8” so the final grade meets the existing asphalt. This graded area will need compacted with a sheeps foot or vibratory roller.

Geotextile will be laid out on the compacted soil. 6” of CA-6 aggregate will be placed and compacted to 95% compaction. A prime coat using emulsified asphalt shall be applied at a rate of 0.3 gallons per square yard on the compacted CA-6 prior to placing bituminous asphalt. The distance of the dump station roadway is 160’ and 15’ wide. The placement of 4” of leveling binder and 2” of surface course bituminous asphalt shall be installed on the roadway with a total compacted thickness of 6”. The dump station dump pad shall be a 60’X15’ concrete parking dump pad, 8” thick with ½” rebar spaced on 24” centers for reinforcement and have 60 linear feet of curbing surrounding the dump area drain. The separation of the existing asphalt and the new dump station will be separated between a curbed 4-inch-thick median island. See dump station typical drawing.

The existing dumpster pad will need to be removed for the new lane to be installed. Utility stub ups for the dump station will be completed by other prior to the start of this work. Directional arrows will be placed at the entrance to the dump station loop and at the exit to show a counterclockwise use. Additionally, a 4” wide yellow strip will delineate the two dump lanes for 90’.

The playground parking lot shall be constructed of a 45’X25’, 6” thick slab, with ½” rebar reinforcement on 24” center spacing. Topsoil will be removed from the pad footprint and the soil graded and compacted 6” below the surrounding asphalt elevations to allow for drainage to the Southwest. The sub-base shall be prepared in accordance with the concrete specification. 3 regular 9’X20’ wide parking spots and one 9’X20’’with a 60” aisle ADA parking spot shall be laid out on the pad.

The dumpster pad will be constructed at the existing main shower house parking lot. This concrete pad will be 65’X25’ with a thickness of 8” with ½” rebar reinforcement on 24” center spacing.