A22_Solicitation_Final_Copy.pdf

W81C8X82832992

ROAD MAINTENANCE AND REPAIRS AT CLARENCE CANNON DAM AND MARK TWAIN LAKE, SALT RIVER, MONROE AND RALLS COUNTIES, MISSOURI

Description of Work: Indefinite Quantity contract to furnish all plant, labor, equipment and materials necessary to perform Road Maintenance and Repairs at Clarence Cannon Dam and Mark Tw ain Lake, MO.

Magnitude for this contract is $5,000,000.00 and $10,000,000.00.

This is an Unrestricted, Competitive Negotiated procurement.

LISA M WHITE 314 331-8518

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

31-Dec-2018

(RFP)

(IFB)

X

CALL:

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 mandatory, negotiable. (See _________________________52.211-10

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 __________3 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________ (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

(hour)

Sealed envelopes containing offers

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

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

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

W912P919R0021 128

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

W912P919R0021

Section 00 10 00 - Solicitation

BID NOTES

BID SCHEDULE NOTES

Furnish all labor, equipment, and materials necessary to perform Road Maintenance and repairs at Clarence Cannon Dam and Mark Twain Lake, Salt River, Monroe and Ralls Counties, Missouri in accordance with solicitation specifications and provisions.

NOTE 1: ESTIMATED QUANTITIES ARE TO BE USED FOR BID EVALUATION ONLY.

NOTE 2: ALL PRICES MUST BE ON A FIRM BASIS.

NOTE 3: Legend for unit of measure abbreviations:

SY = square yard CY = cubic yard TN = ton EA = each HR = hour LF = linear foot GL = gallon SQ = Square

NOTE 4: BIDDERS MUST BID ON ALL ITEMS. FAILURE TO BID ON ANY ITEM WILL BE

CAUSE FOR THE GOVERNMENT TO DETERMINE THE BID NON-RESPONSIVE.

NOTE 5: AMOUNT: GUARANTEED MINIMUM IS $5,000.00 FOR BASE YEAR AND

$5,000.00 FOR OPTION YEARS (IF EXERCISED). CUMULATIVE MAXIMUM IS

$2,000,000.00 PER YEAR.

NOTE 6: THERE WILL BE A SITE VISIT JANUARY 10, 2019 AT 9:00 AM AT THE

FOLLOWING ADDRESS:

MARK TWAIN LAKE PROJECT OFFICE

20642 HIGHWAY J

MONROE CITY, MO 63456

ISSUING TASK ORDERS

1. Task Orders as necessary to accomplish the work required under this contract may be issued by the Contracting Officer or be an Ordering Officer duly appointed in writing to act as Ordering Officer specific to this contract.

2. Each task order shall have specific quantities with maximum allowable timeframes. Orders will be issued for a wide range of items and varying quantities within the realm of the contract. (Also see Contract Clause 52.216-19 entitled “Order Limitations”). Upon receipt of a task order by the Contractor, the Contractor shall have five normal workdays to begin work. During the contract period, aggregate totals for some bid items may exceed the original estimated totals indicated during the bid process. Some bid items may not be required during the contract period. Listed are delivery order schedules:

Dollar Ranges Maximum Allowable Time

$5,000.00 - $75,000.00 15-30 Days $75,000.01 - $250,000.00 31-45 Days $250,000.01 - $750,000.00 46-60 Days $750,000.01 - $2,000,000.00 61-75 Days

3. Performance periods for delivery orders are based on the schedule above. The schedule does not take into account weather delays which will be allowed when the weather or conditions resulting from weather severely impact delays and determining severe impact; his/her decision will be final.

Specified times in the schedule are based on normal workdays. Time stated for completion on delivery orders shall include site cleanup, as applicable.

BID SCHEDULE

Base Year

Number Supplies/Services Quantity UOM Unit Price Amount

0001 CLEARING AND GRUBBING 150 SY

0001A LIGHT-TREES LESS THAN 12-INCHES

IN DIAMETER

100 SY

0001B HEAVY-TREES 12-INCHES OR

GREATER IN DIAMETER

100 CY

0002 FILL MATERIAL 100 CY

0003 TOPSOIL 100 CT

0004 RIPRAP

0004A 150# TOPSIZE 200 TN

0004B 400# TOPSIZE 200 TN

0005 BEDDING STONE 200 TN

0006 PATCHING 100 SY

0007 LEVELING COURSE 100 TN

0008 ASPHALTIC CONCRETE SURFACE

0008A ROADS AND PARKING LOTS 1000 TN

0008B SIDEWALKS 25 TN

0010 PRIME COAT 1000 GL

0011 JOINT/CRACK SEAL 150 GL

0012 SEAL COAT 7500 SY

0013 SURFACE COAT 1000 SY

0014 SCRUB SEAL 1000 SY

0015 ROAD STONE 200 TN

0016 THREE-INCH BOX ROCK 200 TN

0017 TYPE 2 ROCK DITCH LINER 200 TN

0018 GRAVEL SCREENINGS 200 TN

0019 ROAD WIDENING 50 SY

0020 AGGREGATE SHOULDERS 500 SY

0021 COLDMILLING 1000 SY

0022 ASPHALTIC CONCRETE CURBS 100 LF

0023 CONCRETE CURBS 100 LF

0024 PARKING AREA/TRAFFIC STRIPING/

CURB AND SYMBOL PAINTING

3000 SF

0025 PARKING BLOCK REMOVAL AND

REINSTALLATION

50 EA

0026 CMP PIPE CULVERT

0026A 12-INCH 50 LF

0026B 15-INCH 50 LF

0026C 18-INCH 50 LF

0026D 24-INCH 50 LF

0027 CMP FLARED END SECTION

0027A 12-INCH 6 EA

0027B 15-INCH 6 EA

0027C 18-INCH 6 EA

0027D 24-INCH 6 EA

0028 UNDERDRAIN, CLASS A 100 LF

0029 GUARDRAIL 200 LF

0030 TERMINAL SECTIONS 4 EA

0031 CONCRETE SEALER 550 SQ

RENTAL OF EQUIPMENT WITH OPERATOR (Items Nos. 0030 thru 0050B)

0032 DOZER, MOBILIZATION AND

DEMOBILIZATION

2 EA

0033 DOZER WITH OPERATOR

0033A LOW GROUND PRESSURE, 95-HP 40 HR

0033B LOW GROUND PRESSURE, 215-HP 40 HR

0034 BACKHOE, MOBILIZATION AND

DEMOBILIZATION

2 EA

0035 BACKHOE WITH OPERATOR 40 HR

0036 MOTORGRADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

0037 MOTORGRADER WITH OPERATOR 40 HR

0038 EXCAVATOR, MOBILIZATION AND

DEMOBILIZATION

2 EA

0039 EXCAVATOR WITH OPERATOR 40 HR

0040 SCRAPER, MOBILIZATION AND

DEMOBILIZATION

2 EA

0041 SCRAPER WITH OPERATOR 40 HR

0042 TRACK LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

0043 TRACK LOADER WITH OPERATOR 40 HR

0044 WHEEL LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

0045 WHEEL LOADER WITH OPERATOR 40 HR

0046 TRUCK, MOBILIZATION AND

DEMOBILIZATION

2 EA

0047 TRUCK WITH OPERATOR

0047A TRUCK WITH DUMP 40 HR

0047B TRUCK WITH TRAILER (LOWBOY) 40 HR

0048 ROLLER, MOBILIZATION AND

DEMOBILIZATION

2 EA

0049 ROLLER WITH OPERATOR

0049A ROLLER (RUBBER-TIRED) 40 HR

0049B ROLLER (STEEL-WHEELED) 40 HR

0049C ROLLER (TRACTOR-DRAWN

TAMPING

40 HR

0050 ROAD BROOM MOBILIZATION AND

DEMOBILIZATION

2 EA

0051 ROAD BROOM WITH OPERATOR 40 HR

0052 ESTABLISHMENT OF TURF

0052A TYPE A 1000 SY

0052B TYPE B 1000 SY

TOTAL BASE YEAR

Option Year 1

1001 CLEARING AND GRUBBING 150 SY

1001A LIGHT-TREES LESS THAN 12-

INCHES

IN DIAMETER

100 SY

1001B HEAVY-TREES 12-INCHES OR

GREATER IN DIAMETER

100 CY

1002 FILL MATERIAL 100 CY

1003 TOPSOIL 100 CT

1004 RIPRAP

1004A 150# TOPSIZE 200 TN

1004B 400# TOPSIZE 200 TN

1005 BEDDING STONE 200 TN

1006 PATCHING 100 SY

1007 LEVELING COURSE 100 TN

1008 ASPHALTIC CONCRETE SURFACE

1008A ROADS AND PARKING LOTS 1000 TN

1008B SIDEWALKS 25 TN

1010 PRIME COAT 1000 GL

1011 JOINT/CRACK SEAL 150 GL

1012 SEAL COAT 7500 SY

1013 SURFACE COAT 1000 SY

1014 SCRUB SEAL 1000 SY

1015 ROAD STONE 200 TN

1016 THREE-INCH BOX ROCK 200 TN

1017 TYPE 2 ROCK DITCH LINER 200 TN

1018 GRAVEL SCREENINGS 200 TN

1019 ROAD WIDENING 50 SY

1020 AGGREGATE SHOULDERS 500 SY

1021 COLDMILLING 1000 SY

1022 ASPHALTIC CONCRETE CURBS 100 LF

1023 CONCRETE CURBS 100 LF

1024 PARKING AREA/TRAFFIC

STRIPING/ CURB AND SYMBOL

PAINTING

3000 SF

1025 PARKING BLOCK REMOVAL AND

REINSTALLATION

50 EA

1026 CMP PIPE CULVERT

1026A 12-INCH 50 LF

1026B 15-INCH 50 LF

1026C 18-INCH 50 LF

1026D 24-INCH 50 LF

1027 CMP FLARED END SECTION

1027A 12-INCH 6 EA

1027B 15-INCH 6 EA

1027C 18-INCH 6 EA

1027D 24-INCH 6 EA

1028 UNDERDRAIN, CLASS A 100 LF

1029 GUARDRAIL 200 LF

1030 TERMINAL SECTIONS 4 EA

1031 CONCRETE SEALER 550 SQ

RENTAL OF EQUIPMENT WITH OPERATOR (Items Nos. 0030 thru 0050B)

1032 DOZER, MOBILIZATION AND

DEMOBILIZATION

2 EA

1033 DOZER WITH OPERATOR

1033A LOW GROUND PRESSURE, 95-HP 40 HR

1033B LOW GROUND PRESSURE, 215-HP 40 HR

1034 BACKHOE, MOBILIZATION AND

DEMOBILIZATION

2 EA

1035 BACKHOE WITH OPERATOR 40 HR

1036 MOTORGRADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

1037 MOTORGRADER WITH OPERATOR 40 HR

1038 EXCAVATOR, MOBILIZATION AND

DEMOBILIZATION

2 EA

1039 EXCAVATOR WITH OPERATOR 40 HR

1040 SCRAPER, MOBILIZATION AND

DEMOBILIZATION

2 EA

1041 SCRAPER WITH OPERATOR 40 HR

1042 TRACK LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

1043 TRACK LOADER WITH OPERATOR 40 HR

1044 WHEEL LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

1045 WHEEL LOADER WITH OPERATOR 40 HR

1046 TRUCK, MOBILIZATION AND

DEMOBILIZATION

2 EA

1047 TRUCK WITH OPERATOR

1047A TRUCK WITH DUMP 40 HR

1047B TRUCK WITH TRAILER (LOWBOY) 40 HR

1048 ROLLER, MOBILIZATION AND

DEMOBILIZATION

2 EA

1049 ROLLER WITH OPERATOR

1049A ROLLER (RUBBER-TIRED) 40 HR

1049B ROLLER (STEEL-WHEELED) 40 HR

1049C ROLLER (TRACTOR-DRAWN

TAMPING

40 HR

1050 ROAD BROOM MOBILIZATION

AND DEMOBILIZATION

2 EA

1051 ROAD BROOM WITH OPERATOR 40 HR

1052 ESTABLISHMENT OF TURF

1052A TYPE A 1000 SY

1052B TYPE B 1000 SY

TOTAL OPTION YEAR 1

Option Year 2

2001 CLEARING AND GRUBBING 150 SY

2001A LIGHT-TREES LESS THAN 12-

INCHES

IN DIAMETER

100 SY

2001B HEAVY-TREES 12-INCHES OR

GREATER IN DIAMETER

100 CY

2002 FILL MATERIAL 100 CY

2003 TOPSOIL 100 CT

2004 RIPRAP

2004A 150# TOPSIZE 200 TN

2004B 400# TOPSIZE 200 TN

2005 BEDDING STONE 200 TN

2006 PATCHING 100 SY

2007 LEVELING COURSE 100 TN

2008 ASPHALTIC CONCRETE SURFACE

2008A ROADS AND PARKING LOTS 1000 TN

2008B SIDEWALKS 25 TN

2010 PRIME COAT 1000 GL

2011 JOINT/CRACK SEAL 150 GL

2012 SEAL COAT 7500 SY

2013 SURFACE COAT 1000 SY

2014 SCRUB SEAL 1000 SY

2015 ROAD STONE 200 TN

2016 THREE-INCH BOX ROCK 200 TN

2017 TYPE 2 ROCK DITCH LINER 200 TN

2018 GRAVEL SCREENINGS 200 TN

2019 ROAD WIDENING 50 SY

2020 AGGREGATE SHOULDERS 500 SY

2021 COLDMILLING 1000 SY

2022 ASPHALTIC CONCRETE CURBS 100 LF

2023 CONCRETE CURBS 100 LF

2024 PARKING AREA/TRAFFIC

STRIPING/ CURB AND SYMBOL

PAINTING

3000 SF

2025 PARKING BLOCK REMOVAL AND

REINSTALLATION

50 EA

2026 CMP PIPE CULVERT

2026A 12-INCH 50 LF

2026B 15-INCH 50 LF

2026C 18-INCH 50 LF

2026D 24-INCH 50 LF

2027 CMP FLARED END SECTION

2027A 12-INCH 6 EA

2027B 15-INCH 6 EA

2027C 18-INCH 6 EA

2027D 24-INCH 6 EA

2028 UNDERDRAIN, CLASS A 100 LF

2029 GUARDRAIL 200 LF

2030 TERMINAL SECTIONS 4 EA

2031 CONCRETE SEALER 550 SQ

RENTAL OF EQUIPMENT WITH OPERATOR (Items Nos. 0030 thru 0050B)

2032 DOZER, MOBILIZATION AND 2 EA

DEMOBILIZATION

2033 DOZER WITH OPERATOR

2033A LOW GROUND PRESSURE, 95-HP 40 HR

2033B LOW GROUND PRESSURE, 215-HP 40 HR

2034 BACKHOE, MOBILIZATION AND

DEMOBILIZATION

2 EA

2035 BACKHOE WITH OPERATOR 40 HR

2036 MOTORGRADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

2037 MOTORGRADER WITH OPERATOR 40 HR

2038 EXCAVATOR, MOBILIZATION AND

DEMOBILIZATION

2 EA

2039 EXCAVATOR WITH OPERATOR 40 HR

2040 SCRAPER, MOBILIZATION AND

DEMOBILIZATION

2 EA

2041 SCRAPER WITH OPERATOR 40 HR

2042 TRACK LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

2043 TRACK LOADER WITH OPERATOR 40 HR

2044 WHEEL LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

2045 WHEEL LOADER WITH OPERATOR 40 HR

2046 TRUCK, MOBILIZATION AND

DEMOBILIZATION

2 EA

2047 TRUCK WITH OPERATOR

2047A TRUCK WITH DUMP 40 HR

2047B TRUCK WITH TRAILER (LOWBOY) 40 HR

2048 ROLLER, MOBILIZATION AND

DEMOBILIZATION

2 EA

2049 ROLLER WITH OPERATOR

2049A ROLLER (RUBBER-TIRED) 40 HR

2049B ROLLER (STEEL-WHEELED) 40 HR

2049C ROLLER (TRACTOR-DRAWN

TAMPING

40 HR

2050 ROAD BROOM MOBILIZATION

AND DEMOBILIZATION

2 EA

2051 ROAD BROOM WITH OPERATOR 40 HR

2052 ESTABLISHMENT OF TURF

2052A TYPE A 1000 SY

2052B TYPE B 1000 SY

TOTAL OPTION YEAR 2

Option Year 3

3001 CLEARING AND GRUBBING 150 SY

3001A LIGHT-TREES LESS THAN 12-INCHES

IN DIAMETER

100 SY

3001B HEAVY-TREES 12-INCHES OR

GREATER IN DIAMETER

100 CY

3002 FILL MATERIAL 100 CY

3003 TOPSOIL 100 CT

3004 RIPRAP

3004A 150# TOPSIZE 200 TN

3004B 400# TOPSIZE 200 TN

3005 BEDDING STONE 200 TN

3006 PATCHING 100 SY

3007 LEVELING COURSE 100 TN

3008 ASPHALTIC CONCRETE SURFACE

3008A ROADS AND PARKING LOTS 1000 TN

3008B SIDEWALKS 25 TN

3010 PRIME COAT 1000 GL

3011 JOINT/CRACK SEAL 150 GL

3012 SEAL COAT 7500 SY

3013 SURFACE COAT 1000 SY

3014 SCRUB SEAL 1000 SY

3015 ROAD STONE 200 TN

3016 THREE-INCH BOX ROCK 200 TN

3017 TYPE 2 ROCK DITCH LINER 200 TN

3018 GRAVEL SCREENINGS 200 TN

3019 ROAD WIDENING 50 SY

3020 AGGREGATE SHOULDERS 500 SY

3021 COLDMILLING 1000 SY

3022 ASPHALTIC CONCRETE CURBS 100 LF

3023 CONCRETE CURBS 100 LF

3024 PARKING AREA/TRAFFIC STRIPING/

CURB AND SYMBOL PAINTING

3000 SF

3025 PARKING BLOCK REMOVAL AND

REINSTALLATION

50 EA

3026 CMP PIPE CULVERT

3026A 12-INCH 50 LF

3026B 15-INCH 50 LF

3026C 18-INCH 50 LF

3026D 24-INCH 50 LF

3027 CMP FLARED END SECTION

3027A 12-INCH 6 EA

3027B 15-INCH 6 EA

3027C 18-INCH 6 EA

3027D 24-INCH 6 EA

3028 UNDERDRAIN, CLASS A 100 LF

3029 GUARDRAIL 200 LF

3030 TERMINAL SECTIONS 4 EA

3031 CONCRETE SEALER 550 SQ

RENTAL OF EQUIPMENT WITH OPERATOR (Items Nos. 0030 thru 0050B)

3032 DOZER, MOBILIZATION AND

DEMOBILIZATION

2 EA

3033 DOZER WITH OPERATOR

3033A LOW GROUND PRESSURE, 95-HP 40 HR

3033B LOW GROUND PRESSURE, 215-HP 40 HR

3034 BACKHOE, MOBILIZATION AND

DEMOBILIZATION

2 EA

3035 BACKHOE WITH OPERATOR 40 HR

3036 MOTORGRADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

3037 MOTORGRADER WITH OPERATOR 40 HR

3038 EXCAVATOR, MOBILIZATION AND

DEMOBILIZATION

2 EA

3039 EXCAVATOR WITH OPERATOR 40 HR

3040 SCRAPER, MOBILIZATION AND

DEMOBILIZATION

2 EA

3041 SCRAPER WITH OPERATOR 40 HR

3042 TRACK LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

3043 TRACK LOADER WITH OPERATOR 40 HR

3044 WHEEL LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

3045 WHEEL LOADER WITH OPERATOR 40 HR

3046 TRUCK, MOBILIZATION AND

DEMOBILIZATION

2 EA

3047 TRUCK WITH OPERATOR

3047A TRUCK WITH DUMP 40 HR

3047B TRUCK WITH TRAILER (LOWBOY) 40 HR

3048 ROLLER, MOBILIZATION AND

DEMOBILIZATION

2 EA

3049 ROLLER WITH OPERATOR

3049A ROLLER (RUBBER-TIRED) 40 HR

3049B ROLLER (STEEL-WHEELED) 40 HR

3049C ROLLER (TRACTOR-DRAWN

TAMPING

40 HR

3050 ROAD BROOM MOBILIZATION AND

DEMOBILIZATION

2 EA

3051 ROAD BROOM WITH OPERATOR 40 HR

3052 ESTABLISHMENT OF TURF

3052A TYPE A 1000 SY

3052B TYPE B 1000 SY

TOTAL OPTION YEAR 3

Option Year 4

4001 CLEARING AND GRUBBING 150 SY

4001A LIGHT-TREES LESS THAN 12-INCHES

IN DIAMETER

100 SY

4001B HEAVY-TREES 12-INCHES OR

GREATER IN DIAMETER

100 CY

4002 FILL MATERIAL 100 CY

4003 TOPSOIL 100 CT

4004 RIPRAP

4004A 150# TOPSIZE 200 TN

4004B 400# TOPSIZE 200 TN

4005 BEDDING STONE 200 TN

4006 PATCHING 100 SY

4007 LEVELING COURSE 100 TN

4008 ASPHALTIC CONCRETE SURFACE

4008A ROADS AND PARKING LOTS 1000 TN

4008B SIDEWALKS 25 TN

4010 PRIME COAT 1000 GL

4011 JOINT/CRACK SEAL 150 GL

4012 SEAL COAT 7500 SY

4013 SURFACE COAT 1000 SY

4014 SCRUB SEAL 1000 SY

4015 ROAD STONE 200 TN

4016 THREE-INCH BOX ROCK 200 TN

4017 TYPE 2 ROCK DITCH LINER 200 TN

4018 GRAVEL SCREENINGS 200 TN

4019 ROAD WIDENING 50 SY

4020 AGGREGATE SHOULDERS 500 SY

4021 COLDMILLING 1000 SY

4022 ASPHALTIC CONCRETE CURBS 100 LF

4023 CONCRETE CURBS 100 LF

4024 PARKING AREA/TRAFFIC STRIPING/

CURB AND SYMBOL PAINTING

3000 SF

4025 PARKING BLOCK REMOVAL AND

REINSTALLATION

50 EA

4026 CMP PIPE CULVERT

4026A 12-INCH 50 LF

4026B 15-INCH 50 LF

4026C 18-INCH 50 LF

4026D 24-INCH 50 LF

4027 CMP FLARED END SECTION

4027A 12-INCH 6 EA

4027B 15-INCH 6 EA

4027C 18-INCH 6 EA

4027D 24-INCH 6 EA

4028 UNDERDRAIN, CLASS A 100 LF

4029 GUARDRAIL 200 LF

4030 TERMINAL SECTIONS 4 EA

4031 CONCRETE SEALER 550 SQ

RENTAL OF EQUIPMENT WITH OPERATOR (Items Nos. 0030 thru 0050B)

4032 DOZER, MOBILIZATION AND

DEMOBILIZATION

2 EA

4033 DOZER WITH OPERATOR

4033A LOW GROUND PRESSURE, 95-HP 40 HR

4033B LOW GROUND PRESSURE, 215-HP 40 HR

4034 BACKHOE, MOBILIZATION AND

DEMOBILIZATION

2 EA

4035 BACKHOE WITH OPERATOR 40 HR

4036 MOTORGRADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

4037 MOTORGRADER WITH OPERATOR 40 HR

4038 EXCAVATOR, MOBILIZATION AND

DEMOBILIZATION

2 EA

4039 EXCAVATOR WITH OPERATOR 40 HR

4040 SCRAPER, MOBILIZATION AND

DEMOBILIZATION

2 EA

4041 SCRAPER WITH OPERATOR 40 HR

4042 TRACK LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

4043 TRACK LOADER WITH OPERATOR 40 HR

4044 WHEEL LOADER, MOBILIZATION

AND DEMOBILIZATION

2 EA

4045 WHEEL LOADER WITH OPERATOR 40 HR

4046 TRUCK, MOBILIZATION AND

DEMOBILIZATION

2 EA

4047 TRUCK WITH OPERATOR

4047A TRUCK WITH DUMP 40 HR

4047B TRUCK WITH TRAILER (LOWBOY) 40 HR

4048 ROLLER, MOBILIZATION AND

DEMOBILIZATION

2 EA

4049 ROLLER WITH OPERATOR

4049A ROLLER (RUBBER-TIRED) 40 HR

4049B ROLLER (STEEL-WHEELED) 40 HR

40049C ROLLER (TRACTOR-DRAWN

TAMPING

40 HR

4050 ROAD BROOM MOBILIZATION AND

DEMOBILIZATION

2 EA

4051 ROAD BROOM WITH OPERATOR 40 HR

4052 ESTABLISHMENT OF TURF

4052A TYPE A 1000 SY

4052B TYPE B 1000 SY

TOTAL OPTION YEAR 4

CONTRACT TOTAL

ATTACHMENTS

ATTACHMENTS:

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D1 – D2

APPENDIX E1 – E4

SCR-203-11

Enclosure 1

(S-102) CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING DAVIS-BACON ACT CERTIFIED LABOR PAYROLLS (April2011)

The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Davis-Bacon Act as stated in FAR 52.222-8, PAYROLLS AND BASIC RECORDS and FAR 52.222-13, COMPLIANCE WITH DAVIS-BACON AND RELATED ACT REGULATIONS.

If the contractor elects to use an electronic Davis-Bacon payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with Davis-Bacon and related Act regulations. When the contractor uses an electronic Davis-Bacon payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic Davis-Bacon payroll system, then the contractor shall obtain and provide electronic system access to the Government, as required to comply with the Davis-Bacon and related Act regulations over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria: commercially available; compliant with appropriate Davis Bacon Act payroll provisions in the FAR; able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract; capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records (format at http://www.rmssupport.com/guides.aspx) for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's Resident Management System (RMS); demonstrated security of data and data entry rights; ability to produce contractor-certified electronic versions of weekly payroll data; ability to identify erroneous entries and track the data/time of all versions of the certified Davis Bacon payrolls submitted to the government over the life of the contract; capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic Davis-Bacon payroll processing system shall be provided to the Government during contract closeout.

All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for Davis-Bacon Act compliance using electronic payroll processing services shall not be a separately bid/proposed or reimbursed item under this contract.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

MARK TWAIN ROAD MAINTENANCE

FFP

Base Year - IAW Specifications and Appendices FOB: Destination

MILSTRIP: W81C8X82832992

PURCHASE REQUEST NUMBER: W81C8X82832992

NET AMT

1001 1 Job

OPTION MARK TWAIN ROAD MAINTENANCE

FFP

Option Year 1 FOB: Destination

2001 1 Job

OPTION MARK TWAIN ROAD MAINTENANCE

FFP

Option Year 2 FOB: Destination

3001 1 Job

OPTION MARK TWAIN ROAD MAINTENANCE

FFP

Option Year 3 FOB: Destination

4001 1 Job

OPTION MARK TWAIN ROAD MAINTENANCE

FFP

Option Year 4 FOB: Destination

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 19-FEB-2019 TO

18-FEB-2020

N/A MARK TWAIN LAKE PROJECT

JENNIFER D TORRENCE

US ARMY ENGR DIST ST LOUIS

20642 HIGHWAY J

MONROE CITY MO 63456-2959

573-735-4097 FOB: Destination

966462

1001 POP 19-FEB-2020 TO

18-FEB-2021

N/A (SAME AS PREVIOUS LOCATION)

2001 POP 19-FEB-2021 TO

18-FEB-2022

N/A (SAME AS PREVIOUS LOCATION)

3001 POP 19-FEB-2022 TO

18-FEB-2023

N/A (SAME AS PREVIOUS LOCATION)

4001 POP 19-FEB-2023 TO

18-FEB-2024

N/A (SAME AS PREVIOUS LOCATION)

CLAUSES INCORPORATED BY REFERENCE

52.204-13 System for Award Management Maintenance OCT 2018 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.215-1 Instructions to Offerors--Competitive Acquisition JAN 2017

52.236-28 Preparation of Proposals--Construction OCT 1997 252.225-7031 Secondary Arab Boycott Of Israel JUN 2005 252.247-7022 Representation Of Extent Of Transportation Of Supplies By

Sea

AUG 1992

CLAUSES INCORPORATED BY FULL TEXT

52.216-1 TYPE OF CONTRACT (APR 1984)

The Government contemplates award of a firm-fixed price contract resulting from this solicitation.

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995) – ALTERNATE I (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) An organized site visit has been scheduled for—

JANUARY 10, 2019 AT 10:00 a.m. CENTRAL STANDARD TIME

(c) Participants will meet at—

MARK TWAIN LAKE PROJECT OFFICE

20642 HIGHWAY J

MONROE CITY, MO 63456

POC – NICK CARROZ, LONNIE FORREST, OR JENNIFER TORRENCE AT 573-735-

4765.

52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil

52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil

(End of clause)

Section 00 21 13 - Instructions to Bidders

PART I - PROPOSAL PREPARATION

PART I - PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, NOTICE TO OFFERORS

SECTION 00100 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

FULL AND OPEN LOWESTPRICED TECHNICALLY ACCEPTABLE (LPTA)

1. GENERAL INFORMATION

Project Scope. The work covered by this contract consists of furnishing all plant, equipment, laborers, operators, supervision/site superintendent, supplies, materials, and performing all operations necessary for Road Maintenance and Repairs in accordance with the contract specifications.

Oral explanations or instructions are not binding. Any information given to an offeror which impacts the solicitation and/or offer will be given in the form of a written amendment to the solicitation.

As this is a competitive negotiation acquisition, there is no public proposal opening and no information will be given out as to the number of offerors or the results of the competition until all awards are made.

2. REQUIRED REGISTRATIONS

Offerors must have and must maintain an active registration in the following databases:

System for Award Management (SAM): Offerors must have and must maintain an active registration in the SAM database at https://www.sam.gov/portal/public/SAM/ to be eligible for a Government contract award. If the offeror is a Joint Venture (JV), the JV entity must have valid SAM registration in the SAM database representing the JV as one business/firm/entity. If at the time of award an offeror is not actively and successfully registered in the SAM data base, the Government reserves the right to award to the next prospective offeror.

On-Line Representations and Certifications. Prospective Contractors shall complete electronic representations and certifications at https://www.sam.gov/portal/public/SAM/ in conjunction with required registration in the SAM.

3. DEFINITIONS

When the word ‘offeror’ is encountered throughout this Section 00100, it is intended to mean a company, teaming arrangement, or Joint Venture seeking to do business with the Government that submits a proposal in response to this solicitation, and is interchangeably used with the word Contractor.

A ‘proposal’ is documentation prepared by the offeror and submitted to the Government for evaluation purposes in response to this solicitation.

When the word ‘Government’ is encountered throughout this Section 00100, it is intended to mean the U.S. Army Corps of Engineers St. Louis District (MVS).

4. SUBMISSIONOFINQUIRIES:

Proposals for this solicitation will be accepted until the date and time indicated on Standard Form 1442.

Prospective offerors should submit inquiries related to this solicitation only by e-mail to:

E-MAILADDRESS: lisa.white@ u s a ce.ar m y. m i l

Include the solicitation number, and project title with any questions/clarifications. Written questions must be received by this office not later than 10 calendar days prior to the date set for receipt of offers. TELEPHONE

INQUIRIES WILL NOT BE ACCEPTED.

5. DIRECTIONSFORSUBMITTINGPROPOSALS

Offers must be placed in envelopes/packages, sealed and marked and addressed as follows:

MARKPACKAGES:

Solicitation Number: W912P919R0021 Offer Closing Date: January 22, 2019 Offer Closing Time: 11:00 am, Local St. Louis time

ADDRESS PACKAGES TO:

U.S. Army Corps of Engineers (USACE) St. Louis District Attn: CEMVS-CT-Y, Lisa White 1222 Spruce St – Room 4.207 St. Louis, MO 63103-2833

Additional Instructions Pertaining to Hand Carried Offers: Hand-carried offers must be delivered to 1222 Spruce St., Room 4.207, St. Louis, MO 63103-2833. Proposals must be properly marked package(s) and given to a member of the Contracting Division no later than the time specified above.

PROPOSALS SUBMITTED AFTER THE DATEAND TIME ESTABLISHED FOR SUBMISSION OF

PROPOSALS WILL NOT BE EVALUATED.

6. SITE VISIT

There is a site visit scheduled to start at 10:00 a.m. and conclude at 1:00 p.m. local time on January 10, 2019, Central Standard Time at Mark Twain Lake Project Office, located at 20642 Hwy J, Monroe City, Missouri 63456.

7. ELECTRONIC OFFERS

Electronic proposals, and their applicable modifications or cancellations, will not be accepted. However, proposals may be withdrawn in writing by letter or e-mail. Any written notice to with draw an offer sent to this office must be received in the office designated in the Request for Proposal (RFP) for receipt of offers not later than the exact date and time set for receipt of proposals.

8. PROPOSALS SHALL BE SUBMITTED IN THE FOLLOWINGFORMAT:

VOLUME 1 – Technical Proposal Submission Proposal Package Original Copies CD

1 4 1

FACTOR 1– Technical Approach:

Subfactor (a) – Key Personnel Qualifications Subfactor (b) – Work Plan Subfactor (c) – Management Plan

FACTOR 2 – Past Performance

Volume 1 shall also include the following:

• Letters of Commitment from Sub-Contractors (if applicable)

• Teaming Arrangements(if applicable)

• Joint Venture Agreements (if applicable)

VOLUME 2 – Price Proposal and Administrative Submission

Volume 2 shall include the following:

Original Copies CD

1 0 1

• Signed Standard Form 1442and all Amendments, signed and dated

• Section 0100 Bid Schedule

• SAM Representations and Certification

• Offeror’s e-mail address and cell phone number

• Name, Address, DUNS, CAGE Code, and TAX Identification Numbers of the Contractor submitting the proposal

The Government will not make assumptions concerning intent, capabilities, or experience. Clear identification of proposal details shall be the sole responsibility of the offeror. The Government may reject incomplete proposals after initial evaluation without further consideration. Complete proposals shall meet the basic requirements identified in the RFP.

9. PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

a. REQUIREMENT FOR SEPARATE T ECHNICAL AND PRICE PROPOSALS.

DO NOT MIX CONTENTS OF VOLUME 1 (Technical) AND VOLUME 2 (Price) IN THE SAME BINDER.

(1) Each Offeror must submit a Technical Proposal and a Price Proposal. The Technical Proposal and the Price Proposal must be submitted as separate volumes. Both the Technical and Price Proposal shall be paginated (contain consecutive page numbers on each page).

(2) The outside cover of each separate volume (Vol 1 – Technical; Vol 2 – Price) must be clearly marked to indicate its contents and the identity of the Offeror. Additionally, identify the “original” Technical proposal and the “original” cost/price proposal on the outside cover.

(3) Both the Technical Proposal and the Price Proposal must be received by the closing date and time set for receipt of proposals.

(4) Pricing Schedule, Vol 2, shall be completed in full.

(5) Do not include any dollar amounts in the Technical Proposal that are taken from the Price Proposal.

(6) All information intended to be evaluated as part of the Technical Proposal must be submitted within the Technical Proposal. Do not cross-reference material in the Price Proposal, or vice versa. Also, do not include links to websites in your proposal. Technical Proposals will not be provided to the price team and Price Proposals will not be provided to the technical team. Therefore, information submitted in the wrong volume could lead to the proposal being determined “unacceptable” if materially incomplete in any aspect.

(7) Do not attempt to modify the terms and conditions of the solicitation in either the technical or price proposal or add conditions or qualifications to your offer. Should the offeror include terms and conditions that conflict with the terms and conditions of the Solicitation, the offer may be determined "unacceptable" and thus ineligible for award. Any questions related to specific terms and conditions contained within the Solicitation should be resolved prior to submission of the offer.

Notwithstanding the above, the offeror must clearly describe on the Proposal Cover Sheet submitted with the Price Proposal any modifications to the contractual and/or technical terms and conditions of the solicitation contained in the Offer.

(8) Failure to submit required documents or failure to properly complete documents may result in rejection of the offer without further evaluation. Therefore, offerors are urged to follow instructions carefully and to speak with the Contracting Officer if the offeror does not understand any part of the Solicitation.

b. DISCUSSIONS.

The Government intends to evaluate proposals and award a contract without discussions with offerors.

Therefore, the offeror’s initial proposal should contain the offeror’s best terms from a cost or price and technical standpoint. The Government reserves the right to conduct discussions if the Contracting Officer later determines them to be necessary.

c. GENERAL INST RUCT IONS.

(1) Submit only the documents specifically required in this section. Do not submit excess information;

do not include audio-visual materials, electronic media, etc.

(2) Use only 8 ½ by 11 inch paper or A4 paper for hard copy submissions, unless another paper size is specifically authorized elsewhere in this section for a particular submission. Do not use fold-outs (e.g., 11” x 14” or 11” x 17” sheets). Do not use a font size smaller than 10, an unusual font style such as script, or condensed print for any submission. All page margins must be at least one inch wide, but may include headers and footers. All pages must be numbered.

(3) The preferred method for assembling your proposal is to use three-ring binders; however, the use of pressboard or other report covers with compression or other type fasteners is acceptable. Do not use spring clamps or exceed the recommended capacity of the fastener or binder. Do not use plastic multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages. Do not include loose papers.

(4) References to “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can be provided to the Government as part of the offeror’s technical proposal. Offerors that include in their proposals information they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must clearly mark their proposals in accordance with the instructions at FAR 52.215-1, “Instructions to Offerors— Competitive Acquisition,” paragraph (e), “Restriction on disclosure and use of data.”

(5) In the case of an offeror that is part of a large, multi-segmented business concern, provide information directly pertaining to the specific segment of the business concern (i.e., the division, group, unit, etc.) that will perform work under the prospective contract.

(6) For submissions with page limitations, the pages will be counted as follows: One side of the paper is one page; information on both the back and front of one sheet of paper will be counted as two pages. Pages furnished for organizational purposes only, such as a “Table of Contents” or divider tabs, are not included in the page limitation.

10. INSTRUCTIONS FOR SUBMISSION OF JOINT VENTURE AGREEMENTS

a. A Joint Venture offeror must submit with its technical proposal a copy of the joint venture agreement upon which the Joint Venture organization has been formed. The joint venture agreement must indicate that the joint venture is in existence as of the date and time that proposals are due to be submitted; or, alternatively, that the joint venture will automatically take legal effect immediately upon notification to the joint venture of contract award.

b. The joint venture agreement must be signed by a representative of each joint venture partner who has the requisite authority to bind the partner to the agreement, with the chief executive of each entity identified.

c. To be acceptable to the Government, the joint venture agreement must clearly state within its terms that each member of the joint venture is jointly and severally liable for all of the obligations of the joint venture itself with respect to completion of all work and services under the contract expected to result from the Solicitation.

d. The terms of the joint venture must detail, in terms of percentages, where appropriate, the relationship of the joint venture parties in terms of business ownership, capital contribution, and profit distribution or loss sharing.

e. Additionally, the joint venture agreement must specify who among the joint venture partners is authorized to sign the Solicitation, acknowledge the amendments to the Solicitation, if any, and bind the entire joint venture to its obligations under any contract which may result from the Solicitation.

11. SUB-CONTRACTOR E X P E R I E N C E / P A S T P E R F O R M A N C E

a. If an offeror wishes to receive credit for the experience or past performance of a Sub-Contractor, including a firm that is a proposed Sub-Contractor to the prime Contractor or a joint venture partner, the offeror must submit a letter of commitment to subcontract under the proposed project, signed both by the Sub-Contractor and the offeror.

b. For purposes of this Solicitation, such a Sub-Contractor shall be considered to be a “qualified Sub-

Contractor.”

c. The commitment letter must be submitted even if the Sub-Contractor is in some way affiliated with a joint venture partner (for example, the Sub-Contractor is a subsidiary of a joint venture partner, or a subsidiary of a firm to which the joint venture partner is also a subsidiary).

12. TEAMING ARRANGEMENT

If a contractor wishes to receive credit for the experience or past-performance from a teaming arrangement with another small business, provide the complete information on the arrangement, to include any relevant and recent past/present performance information on previous teaming arrangements with same partner.

13. SPECIFICINSTRUCTIONS FOR VOLUME 1 – TECHNICAL PROPOSAL

(1) Number of Sets of the Technical Proposal. Submit an ORIGINAL and Four (4) additional sets of the

Technical Proposal, with each set in a separate binder along with a CD containing the entire Technical and Price Proposal.

(2) Format and Contents of the Technical Proposal and List of Tabs. The original and all copies of the technical proposal will be appropriately labeled as such. Each technical proposal shall be organized using the tabs specified in the following chart. Note: The main tabs directly correlate to the evaluation factors identified in Section 00100 of the RFP.

TAB

CONTENTS OF THE TECHNICAL

PROPOSAL

PAGE

LIMITS

TAB 1

Factor 1

TECHNICAL APPROACH

Subfactor a – Key Personnel Qualifications

Subfactor b – Work Plan 15

Subfactor c – Management Plan 15

TAB 2

Factor 2

PAST PERFORMANCE

Pages submitted which exceed limitations listed above will not be evaluated. Tables of content, proposal cover letters, and tabs between proposal information do not count toward any page limitations in the proposal.

14. SPECIFICINSTRUCTIONS FOR VOLUME 2 – PRICE PROPOSAL

(1) Number of Sets of the Price Proposal. Submit an ORIGINAL set of the Price Proposal in a binder with a CD containing the entire Technical and Price Proposal.

(2) Size Restrictions and Page Limits. Use only 8 ½” x 11” or A4 pages. There are no page limits set for the price proposal. However, please provide only the information required by this solicitation. Excess information will not be considered in the Government’s evaluation.

(3) Format and Contents of the Price Proposal and List of T abs. The Price Proposal shall be appropriately labeled and shall be organized and tabbed as indicated in the following chart.

TAB 1

The Proposal Cover Sheet, to include the offeror’s e-mail address, cell phone number, Name, Address, DUNS, CAGE Code and Tax Identification Numbers

TAB 2

Signed Standard Form 1442 and all Amendments (signed and dated)

TAB 3

Section 00010, Bidding Schedule

TAB 4

SAM Representations, Certifications, and Other Statements of the Offeror

(4) Detailed Submission Instructions for the Price Proposal

TAB 1: The proposal cover sheet is required by FAR 52.215-1(2) (c) (i)-(v) and must be submitted by all offerors.

This provision, titled “Instructions to Offerors—Competitive Acquisition,” and the format for the proposal cover sheet are furnished at the end of this section.

TAB 2: The SF 1442, Solicitation, Offer, and Award is to be completed by the offeror and duly executed with an original signature by an official authorized to bind the offeror in accordance with FAR

4.102. Any and all amendments must be acknowledged by the offeror in accordance with the instructions on the Standard Form 30, Amendment of Solicitation.

TAB 3: Section 00010 is to be completed in its entirety by the offeror. See Section 00010 with attached notes, for further instructions.

TAB 4: The offeror must complete the Online Representations and Certifications on the System for Award Management (SAM) website, and furnish under this tab.

If the offeror is a joint venture, each joint venture partner or entity must complete and attach the Online Representations and Certifications for its own organization, in addition to the “Reps and Certs” completed and submitted on behalf of the joint venture offeror.

15. PROPOSALFORMAT - VOLUME 1

TAB 1: FACTOR 1 – TECHNICAL APPROACH –

There are three (3) subfactors associated with this evaluation factor.

The Government will evaluate an offeror’s submitted information and experience under these Subfactors to determine if the contractors indicate technical capability to meet the requirements as specified within the contract specifications to accomplish work. To be considered ACCEPTABLE the contractor shall submit all required information under each Subfactor and such information shall meet the minimum technically acceptable requirements as defined in Section 00100, Part II, Paragraph 5 – Evaluation of Technical Proposal.

For submission of technical evaluation information or experience based on a Subcontractor, please refer to Section 00100, Part I, Paragraph 11-Subcontractor Experience/Past Performance.

For each Subfactor identified below the Government will evaluate the extent of designated subcontractor involvement as well as the integration of subcontracting efforts into the offeror’s management and technical approaches for successful performance of the project. Contractors should refer to FAR Clause 52.219-14 Limitations on Subcontracting for additional guidance.

The Offeror shall identify the subcontractors that are to be employed in the performance of project work that involves on- site management and/or construction work efforts. The types of work that each subcontractor would perform shall be identified.

Subfactor a – Key Personnel Qualifications:

(1) The offeror shall submit key personnel to be utilized on this requirement to ensure work is completed in accordance with the contract specifications. Offeror shall submit for each Key Personnel identified below the following minimum documentation: minimum of 3 relevant/similar projects indicating for each individual past experience on actual performance, quality control, or supervision of work similar in magnitude and specific to this solicitation; narrative how past experience submitted provides technical knowledge and capability to perform or supervise work as identified in the contract requirements of this solicitation. Each Key Personnel shall have a minimum of 5 years’ experience in the specific role identified.

(2) The offeror shall submit all documentation as specified above for each Key Personnel identified below to be considered for evaluation of technical acceptance, failure to submit minimum required documentation for each item and person identified shall result in an Unacceptable Technical Rating:

a. Site Superintendent: Superintendent shall be responsible for all onsite operations and oversee all work onsite for the duration of the Contract.

b. Contract Quality Control (CQC) System Manager: CQC System Manager shall be responsible for ensuring the Contractor meets the basic requirements of quality construction in accordance with the contract requirements.

Subfactor b- Work Plan:

The Government will evaluate an offeror’s planned approach for providing sufficient technical resources (labor, equipment and materials) that would be commensurate with the successful accomplishment of the project as specified. For the general road maintenance tasks of this solicitation indicated below, the offeror shall submit a separate work plan for each task identified. Work Plans shall not exceed 2 pages for each task and shall indicate appropriate resources and line items to be utilized from the bid schedule to include estimated quantity and type of trades, equipment, and materials that will be utilized to accomplish the specific task; Quality Control and Safety personnel inspection frequencies for the specific task; General approach and work procedures to complete the task from start to finish; Contractors response time from notice to proceed to starting the task on the ground; and approximate duration required to complete the specific task.

Task 1: Placement of 150# Rip Rap on lake shoreline at the John Spalding Boat Ramp. Shoreline contains 3 separate pockets of erosion of existing rip rap approximately 15’ wide x 15’ long x 2’ 6 “ Deep each. Contractor shall prepare eroded areas by grading smooth existing shoreline surface at areas of erosion and shall then place a 6 inch deep surface of Bedding Stone across the entire eroded surface area topped with a 2’ depth of 150# Rip Rap.

All final surfaces shall be uniform in grade and match the adjacent shoreline contours.

Task 2: Removal and Replacement of Asphalt Surfaces. Indian Creek access road has approximately a 200’ long x 20’ wide section of asphalt that has deteriorated. Contractor shall remove the top 2 inches of asphalt across the deteriorated section and replace with new surface coat of asphalt. All tie-ins at each end of the repair area shall be smooth and straight. Binder shall be applied to all surfaces to receive new asphalt prior to placement of new asphalt. Final surface of new asphalt shall be flush and match existing top surfaces of adjacent asphalt to remain in place. One lane traffic shall be permitted at all time to permit access to the public and contractor shall be responsible for any traffic control required to complete multiple phases of work. No pavement marking or restriping shall be required. Any construction waste shall be disposed of offsite.

Task 3: Removal and Replacement of 24 Inch CMP. The existing 24 inch CMP is approximately 30 ft long and crosses perpendicular with and under the Ray Behrens access road from east ditch to west ditch. Top Surface of roadway is approximately 6’ higher than the invert of the existing CMP. Contractor shall remove the existing pipe and replace with new to the same lines and grades. Any roadway sections damaged shall be replaced to original condition.