A22 Solicitation_Released.pdf

W81C8X92073532

CARLYLE LAKE & KASKASKIA LOCK & DAM ROADS MAINTENANCE

Furnish all plant, labor, materials, equipment, and supplies necessary to perform parking lot and road rehabilitation/maintenance, including base course, asphaltic concrete surface course, curbing, patching, pavement sealer, crack sealing, traff ic striping, establishment and re-establishment of turf at the Carlyle Lake Project, Carlyle, Illinois, and the Kaskaskia River Project, Modoc, Illinois.

This is a Base plus Tw o Option Year contract w ith a guaranteed minimum of $5,000.00. Actual Period of Performance w ill be ref lected at the time of aw ard.

Solicitation Type - 100% Total Small Business Set-Aside, Invitation for Bid (IFB), Indif inite Delivery-Indefinite Quantity (IDIQ).

A SITE VISIT for this project w ill be held February 20, 2020 at 10:00 a.m. Project location is listed in the solicitation. All contractor questions resulting from the site visit must be submitted to lisa.w hite@usace.army.mil by 11:00 a.m. February 27, 2020.

Maximum Contract Capacity: $3,000,000.00

X

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

13-Feb-2020

(RFP)

(IFB)

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 X 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 __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________13 Mar 2020 (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

USARMY ENGR DIST ST LOUIS

1222 SPRUCE ST RM 4.207

ST LOUIS MO 63103-2833

W912P9

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

01:00 PM (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: 314-331-8500 TEL: FAX:

W912P920B0002 106

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

Section 00 10 00 - Solicitation

SCHEDULE & BID NOTES

SECTION 00010

SUPPLIES OR SERVICES AND PRICES/COSTS

Furnish all plant, labor, materials, equipment, and supplies necessary to perform parking lot and road rehabilitation/maintenance, including base course, asphaltic concrete surface course, curbing, patching, pavement sealer, crack sealing, traffic striping, establishment and re-establishment of turf at the Carlyle Lake Project, Carlyle, Illinois, and the Kaskaskia River Project, Modoc, Illinois in accordance with solicitation specification and provisions. (See Appendices 1, 2, and 3 –Location Maps).

NOTE 1: Estimated quantities are to be used for bid evaluation purposes only.

NOTE 2: All prices must be on a firm basis.

NOTE 3: Legend for unit of measure abbreviations.

SY = Square Yard TN = Ton GL = Gallons AC = Acre HR = Hour EA = Each

SF = Square Foot LF = Linear Feet CY = Cubic Yard

NOTE 4: Bidders must bid on all items. Failure to bid on any item will be cause for the Government to deem the bid non-responsive.

NOTE 5: Amount: Cumulative Guaranteed Minimum - $5,000.00, Base Year and Option Years - Cumulative

Maximum - $3,000,000.00. Minimum and maximum delivery order amounts are referenced in Section 00700, Contract Clauses, and “Order Limitations”.

NOTE 6: Information concerning indefinite quantity contracts, as well as the issuance and limitations of delivery orders may be found in Section 00700, Contract Clauses.

NOTE 7: Bid Bonds/Guarantee shall be submitted on total price for the base year only. (Reference Section 00700, Contract Clause, “Bid Guarantee” and Section 00100, “Bonds”).

NOTE 8: Failure to include bid bond or other bid security on time may be cause for rejection of the bid as non-responsive. Late bond or other security will be treated in the same manner as late bids, (Reference Section 00100, “Late Submissions, Modifications, and Withdrawals of Bids”).

NOTE 9: This solicitation contains an option to extend the term of the contract clause in Section 00700. The option(s) is (are) to be exercised at the discretion of the Government only and will be binding on the contractor if a decision is made by the Government to exercise the option(s).

00010-1

00800-5

BASE YEAR

ITEM DESCRIPTION QUANTITY U/I U/P AMOUNT

CARLYLE LAKE PROJECT

0001 CLEARING AND GRUBBING

0001A Heavy 100 SY ______ _______

0001B Light 100 SY ______ _______

0002 FILL MATERIAL 200 TN ______ _______

0003 TOPSOIL 200 TN ______ _______

0004 PATCHING 100 SY ______ _______

0005 ROAD WIDENING 150 SY ______ _______

0006 GEOTEXTILE 400 SY ______ _______

0007 BITUMINOUS CONCRETE (CAPS)

0007A Leveling Binder 40 TN ______ _______

0007B Surface Course 100 TN ______ _______

0008 TACK COAT 500 GL ______ _______

0009 SEAL COAT

0009A Prime Coat 500 GL ______ _______

0009B Seal Coat 17000 SY ______ _______

0010 CRACK SEAL

0010A Crack Seal (Cold) 100 GL ______ _______

0010B Crack Seal (Hot) 100 GL ______ _______

0011 SLURRY SEAL 17000 SY ______ _______

0012 PAVEMENT SEALER

0012A Pavement Sealer S1 17000 SY ______ _______

0012B Pavement Sealer S2 17000 SY ______ _______

0012C Pavement Sealer S3 17000 SY ______ _______

00010-2

00800-6

ITEM DESCRIPTION QUANTITY U/I U/P AMOUNT

0013 ROAD STONE 800 TN ______ _______

0014 CONCRETE CURBS 100 LF ______ _______

0015 PARKING AREA AND 8500 LF ______ _______

TRAFFIC STRIPING

0016 TRAFFIC MARKINGS 2000 SF ______ _______

AND ARROWS

0017 CMP PIPE CULVERT, 12-INCH 60 LF ______ _______

0018 CMP PIPE CULVERT, 18-INCH 90 LF ______ _______

0019 CMP PIPE CULVERT, 24-INCH 90 LF ______ _______

0020 CMP END SECTIONS, 12-INCH 6 EA ______ _______

0021 CMP END SECTIONS, 18-INCH 6 EA ______ _______

0022 CMP END SECTIONS, 24-INCH 6 EA ______ _______

0023 TRACK-TYPE BULLDOZER, 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0024 TRACK-TYPE BULLDOZER 50 HR ______ _______

WITH OPERATOR

0025 MOTOR GRADER, MOBILIZATION 1 EA ______ _______

AND DEMOBILIZATION

0026 MOTOR GRADER WITH 40 HR ______ _______

OPERATOR

0027 LOADER/BACKHOE, WHEEL TYPE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0028 LOADER/BACKHOE, WHEEL 40 HR ______ _______

TYPE WITH OPERATOR

0029 VIBRATORY SELF-PROPELLED 1 EA ______ _______

ROLLER MOBILIZATION AND

DEMOBILIZATION

0030 VIBRATORY SELF-PROPELLED 40 HR ______ _______

ROLLER WITH OPERATOR

0031 ROAD RECLAIMER 1 EA ______ _______

0032 ROAD RECLAIMER 40 HR ______ _______

00010-3

00800-7

0033 SELF PROPELLED MILLING MACHINE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0034 SELF PROPELLED MILLING MACHINE 40 HR ______ _______

WITH OPERATOR

0035 SKID STEER LOADER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0036 SKID STEER LOADER 40 HR ______ _______

0037 DUMP TRUCK 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0038 DUMP TRUCK 40 HR ______ _______

0039 TURF

0039A Establishment of Turf 20 AC ______ _______

Type A

0039B Establishment of Turf 20 AC ______ _______ Type B

KASKASKIA RIVER PROJECT

0040 CLEARING AND GRUBBING

0040A Heavy 100 SY ______ _______

0040B Light 100 SY ______ _______

0041 FILL MATERIAL 200 TN ______ _______

0042 TOPSOIL 200 TN ______ _______

0043 PATCHING 100 SY ______ _______

0044 ROAD WIDENING 150 SY ______ _______

0045 GEOTEXTILE 400 SY ______ _______

0046 BITUMINOUS CONCRETE (CAPS)

0046A Leveling Binder 40 TN ______ _______

0046B Surface Course 100 TN ______ _______

0047 TACK COAT 500 GL ______ _______

0048 SEAL COAT

0048A Prime Coat 500 GL ______ _______

00010-4

00800-8

0048B Seal Coat 17000 SY ______ _______

0049 CRACK SEAL

0049A Crack Seal (Cold) 100 GL ______ _______

0049B Crack Seal (Hot) 100 GL ______ _______

0050 SLURRY SEAL 17000 SY ______ _______

0051 PAVEMENT SEALER

0051A Pavement Sealer S1 17000 SY ______ _______

0051B Pavement Sealer S2 17000 SY ______ _______

0051C Pavement Sealer S3 17000 SY ______ _______

0052 ROAD STONE 800 TN ______ _______

0053 CONCRETE CURBS 100 LF ______ _______

0054 PARKING AREA AND 8500 LF ______ _______

TRAFFIC STRIPING

0055 TRAFFIC MARKINGS 2000 SF ______ _______

AND ARROWS

0056 CMP PIPE CULVERT, 12-INCH 60 LF ______ _______

0057 CMP PIPE CULVERT, 18-INCH 90 LF ______ _______

0058 CMP PIPE CULVERT, 24-INCH 90 LF ______ _______

0059 CMP END SECTIONS, 12-INCH 6 EA ______ _______

0060 CMP END SECTIONS, 18-INCH 6 EA ______ _______

0061 CMP END SECTIONS, 24-INCH 6 EA ______ _______

0062 TRACK-TYPE BULLDOZER, 1 EA ______ _______

0063 TRACK-TYPE BULLDOZER 50 HR ______ _______

0064 MOTOR GRADER, MOBILIZATION 1 EA ______ _______

0065 MOTOR GRADER WITH 40 HR ______ _______

OPERATOR

00010-5

00800-9

0066 LOADER/BACKHOE, WHEEL TYPE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0067 LOADER/BACKHOE, WHEEL 40 HR ______ _______

TYPE WITH OPERATOR

0068 VIBRATORY SELF-PROPELLED 1 EA ______ _______

0069 VIBRATORY SELF-PROPELLED 40 HR ______ _______

0070 ROAD RECLAIMER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0071 ROAD RECLAIMER 40 HR ______ _______

0072 SELF PROPELLED MILLING MACHINE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0073 SELF PROPELLED MILLING MACHINE 40 HR ______ _______

WITH OPERATOR

0074 SKID STEER LOADER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0075 SKID STEER LOADER 40 HR ______ _______

0076 DUMP TRUCK 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0077 DUMP TRUCK 40 HR ______ _______

0078 TURF

0078A Establishment of Turf 20 AC ______ _______

Type A

0078B Establishment of Turf 20 AC ______ _______ Type B

TOTAL BASE YEAR $_________

00010-6

00800-10

RENEWAL OPTION YEAR 1

ITEM DESCRIPTION QUANTITY U/I U/P AMOUNT

CARLYLE LAKE PROJECT

1001 CLEARING AND GRUBBING

1001A Heavy 100 SY ______ _______

1001B Light 100 SY ______ _______

1002 FILL MATERIAL 200 TN ______ _______

1003 TOPSOIL 200 TN ______ _______

1004 PATCHING 100 SY ______ _______

1005 ROAD WIDENING 150 SY ______ _______

1006 GEOTEXTILE 400 SY ______ _______

1007 BITUMINOUS CONCRETE (CAPS)

1007A Leveling Binder 40 TN ______ _______

1007B Surface Course 100 TN ______ _______

1008 Tack Coat 500 GL ______ _______

1009 SEAL COAT

1009A Prime Coat 500 GL ______ _______

1009B Seal Coat 17000 SY ______ _______

1010 CRACK SEAL

1010A Crack Seal (Cold) 100 GL ______ _______

1010B Crack Seal (Hot) 100 GL ______ _______

1011 SLURRY SEAL 17000 SY ______ _______

1012 PAVEMENT SEALER

1012A Pavement Sealer S1 17000 SY ______ _______

1012B Pavement Sealer S2 17000 SY ______ _______

1012C Pavement Sealer S3 17000 SY ______ _______

1013 ROAD STONE 800 TN ______ _______

00010-7

00800-11

1014 CONCRETE CURBS 100 LF ______ _______

1015 PARKING AREA AND 8500 LF ______ _______

TRAFFIC STRIPING

1016 TRAFFIC MARKINGS 2000 SF ______ _______

AND ARROWS

1017 CMP PIPE CULVERT, 12-INCH 60 LF ______ _______

1018 CMP PIPE CULVERT, 18-INCH 90 LF ______ _______

1019 CMP PIPE CULVERT, 24-INCH 90 LF ______ _______

1020 CMP END SECTIONS, 12-INCH 6 EA ______ _______

1021 CMP END SECTIONS, 18-INCH 6 EA ______ _______

1022 CMP END SECTIONS, 24-INCH 6 EA ______ _______

1023 TRACK-TYPE BULLDOZER, 1 EA ______ _______

1024 TRACK-TYPE BULLDOZER 50 HR ______ _______

1025 MOTOR GRADER, MOBILIZATION 1 EA ______ _______

1026 MOTOR GRADER WITH 40 HR ______ _______

OPERATOR

1027 LOADER/BACKHOE, WHEEL TYPE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

1028 LOADER/BACKHOE, WHEEL 40 HR ______ _______

TYPE WITH OPERATOR

1029 VIBRATORY SELF-PROPELLED 1 EA ______ _______

1030 VIBRATORY SELF-PROPELLED 40 HR ______ _______

1031 ROAD RECLAIMER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

1032 ROAD RECLAIMER 40 HR ______ _______

1033 SELF PROPELLED MILLING MACHINE 1 EA ______ _______

00010-8

00800-12

1034 SELF PROPELLED MILLING MACHINE 40 HR ______ _______

WITH OPERATOR

1035 SKID STEER LOADER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

1036 SKID STEER LOADER 40 HR ______ _______

1037 DUMP TRUCK 1 EA ______ _______

1038 DUMP TRUCK 40 HR ______ _______

1039 TURF

1039A Establishment of Turf 20 AC ______ _______

Type A

1039B Establishment of Turf 20 AC ______ _______ Type B

KASKASKIA RIVER PROJECT

1040 CLEARING AND GRUBBING

1040A Heavy 100 SY ______ _______

1040B Light 100 SY ______ _______

1041 FILL MATERIAL 200 TN ______ _______

1042 TOPSOIL 200 TN ______ _______

1043 PATCHING 100 SY ______ _______

1044 ROAD WIDENING 150 SY _____ _______

1045 GEOTEXTILE 400 SY ______ _______

1046 BITUMINOUS CONCRETE (CAPS)

1046A Leveling Binder 40 TN ______ _______

1046B Surface Course 100 TN ______ _______

1047 Tack Coat 500 GL ______ _______

1048 SEAL COAT

1048A Prime Coat 500 GL ______ _______

1048B Seal Coat 17000 SY ______ _______

00010-9

00800-13

1049 CRACK SEAL

1049A Crack Seal (Cold) 100 GL ______ _______

1049B Crack Seal (Hot) 100 GL ______ _______

1050 SLURRY SEAL 17000 SY ______ _______

1051 PAVEMENT SEALER

1051A Pavement Sealer S1 17000 SY ______ _______

1051B Pavement Sealer S2 17000 SY ______ _______

1051C Pavement Sealer S3 17000 SY ______ _______

1052 ROAD STONE 800 TN ______ _______

1053 CONCRETE CURBS 100 LF ______ _______

1054 PARKING AREA AND 8500 LF ______ _______

TRAFFIC STRIPING

1055 TRAFFIC MARKINGS 2000 SF ______ _______

AND ARROWS

1056 CMP PIPE CULVERT, 12-INCH 60 LF ______ _______

1057 CMP PIPE CULVERT, 18-INCH 90 LF ______ _______

1058 CMP PIPE CULVERT, 24-INCH 90 LF ______ _______

1059 CMP END SECTIONS, 12-INCH 6 EA ______ _______

1060 CMP END SECTIONS, 18-INCH 6 EA ______ _______

1061 CMP END SECTIONS, 24-INCH 6 EA ______ _______

1062 TRACK-TYPE BULLDOZER, 1 EA ______ _______

1063 TRACK-TYPE BULLDOZER 50 HR ______ _______

1064 MOTOR GRADER, MOBILIZATION 1 EA ______ _______

1065 MOTOR GRADER WITH 40 HR ______ _______

OPERATOR

1066 LOADER/BACKHOE, WHEEL TYPE 1 EA ______ _______

00010-10

00800-14

1067 LOADER/BACKHOE, WHEEL 40 HR ______ _______

TYPE WITH OPERATOR

1068 VIBRATORY SELF-PROPELLED 1 EA ______ _______

1069 VIBRATORY SELF-PROPELLED 40 HR ______ _______

1070 ROAD RECLAIMER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

1071 ROAD RECLAIMER 40 HR ______ _______

1072 SE PROPELLED MILLING MACHINE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

1073 SELF PROPELLED MILLING MACHINE 40 HR ______ _______

WITH OPERATOR

1074 SKID STEER LOADER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

1075 SKID STEER LOADER 40 HR ______ _______

1076 DUMP TRUCK 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

1077 DUMP TRUCK 40 HR ______ _______

1078 TURF

1078A Establishment of Turf 20 AC ______ _______

Type A

1078B Establishment of Turf 20 AC ______ _______

TOTAL OPTION YEAR 1 $___________

00010-11

00800-15

SECOND OPTION YEAR

CARLYLE LAKE PROJECT

2001 CLEARING AND GRUBBING

2001A Heavy 100 SY ______ _______

2001B Light 100 SY ______ _______

2002 FILL MATERIAL 200 TN ______ _______

2003 TOPSOIL 200 TN ______ _______

2004 PATCHING 100 SY ______ _______

2005 ROAD WIDENING 150 SY ______ _______

2006 GEOTEXTILE 400 SY ______ _______

2007 BITUMINOUS CONCRETE (CAPS)

2007A Leveling Binder 40 TN ______ _______

2007B Surface Course 100 TN ______ _______

2008 TACK COAT 500 GL ______ _______

2009 SEAL COAT

2009A Prime Coat 500 GL ______ _______

2009B Seal Coat 17000 SY ______ _______

2010 CRACK SEAL

2010A Crack Seal (Cold) 100 GL ______ _______

2010B Crack Seal (Hot) 100 GL ______ _______

2011 SLURRY SEAL 17000 SY ______ _______

2012 PAVEMENT SEALER

2012A Pavement Sealer S1 17000 SY ______ _______

2012B Pavement Sealer S2 17000 SY ______ _______

2012C Pavement Sealer S3 17000 SY ______ _______

2013 ROAD STONE 800 TN ______ _______

2014 CONCRETE CURBS 100 LF ______ _______

00010-12

00800-16

2015 PARKING AREA AND 8500 LF ______ _______

TRAFFIC STRIPING

2016 TRAFFIC MARKINGS 2000 SF ______ _______

AND ARROWS

2017 CMP PIPE CULVERT, 12-INCH 60 LF ______ _______

2018 CMP PIPE CULVERT, 18-INCH 90 LF ______ _______

2019 CMP PIPE CULVERT, 24-INCH 90 LF ______ _______

2020 CMP END SECTIONS, 12-INCH 6 EA ______ _______

2021 CMP END SECTIONS, 18-INCH 6 EA ______ _______

2022 CMP END SECTIONS, 24-INCH 6 EA ______ _______

2023 TRACK-TYPE BULLDOZER, 1 EA ______ _______

2024 TRACK-TYPE BULLDOZER 50 HR ______ _______

2025 MOTOR GRADER, MOBILIZATION 1 EA ______ _______

2026 MOTOR GRADER WITH 40 HR ______ _______

2027 LOADER/BACKHOE, WHEEL TYPE 1 EA ______ _______

2028 LOADER/BACKHOE, WHEEL 40 HR ______ _______

TYPE WITH OPERATOR

2029 VIBRATORY SELF-PROPELLED 1 EA ______ _______

2030 VIBRATORY SELF-PROPELLED 40 HR ______ _______

2031 ROAD RECLAIMER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

2032 ROAD RECLAIMER 40 HR ______ _______

2033 SELF PROPELLED MILLING MACHINE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

2034 SELF PROPELLED MILLING MACHINE 40 HR ______ _______

00010-13

00800-17

2035 SKID STEER LOADER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

2036 SKID STEER LOADER 40 HR ______ _______

2037 DUMP TRUCK 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

2038 DUMP TRUCK 40 HR ______ _______

2039 TURF

2039A Establishment of Turf 20 AC ______ _______

Type A

2039B Establishment of Turf 20 AC ______ _______ Type B

KASKASKIA RIVER PROJECT

2040 CLEARING AND GRUBBING

2040A Heavy 100 SY ______ _______

2040B Light 100 SY ______ _______

2041 FILL MATERIAL 200 TN ______ _______

2042 TOPSOIL 200 TN ______ _______

2043 PATCHING 100 SY ______ _______

2044 ROAD WIDENING 150 SY ______ _______

2045 GEOTEXTILE 400 SY ______ _______

2046 BITUMINOUS CONCRETE (CAPS)

2046A Leveling Binder 40 TN ______ _______

2046B Surface Course 100 TN ______ _______

2047 TACK COAT 500 GL ______ _______

2048 SEAL COAT

2048A Prime Coat 500 GL ______ _______

2048B Seal Coat 17000 SY ______ _______

2049 CRACK SEAL

2049A Crack Seal (Cold) 100 GL ______ _______

00010-14

00800-18

2049B Crack Seal (Hot) 100 GL ______ _______

2050 SLURRY SEAL 17000 SY ______ _______

2051 PAVEMENT SEALER

2051A Pavement Sealer S1 17000 SY ______ _______

2051B Pavement Sealer S2 17000 SY ______ _______

2051C Pavement Sealer S3 17000 SY ______ _______

2052 ROAD STONE 800 TN ______ _______

2053 CONCRETE CURBS 100 LF ______ _______

2054 PARKING AREA AND 8500 LF ______ _______

TRAFFIC STRIPING

2055 TRAFFIC MARKINGS 2000 SF ______ _______

AND ARROWS

2056 CMP PIPE CULVERT, 12-INCH 60 LF ______ _______

2057 CMP PIPE CULVERT, 18-INCH 90 LF ______ _______

2058 CMP PIPE CULVERT, 24-INCH 90 LF ______ _______

2059 CMP END SECTIONS, 12-INCH 6 EA ______ _______

2060 CMP END SECTIONS, 18-INCH 6 EA ______ _______

2061 CMP END SECTIONS, 24-INCH 6 EA ______ _______

2062 TRACK-TYPE BULLDOZER, 1 EA ______ _______

2063 TRACK-TYPE BULLDOZER 50 HR ______ _______

2064 MOTOR GRADER, MOBILIZATION 1 EA ______ _______

2065 MOTOR GRADER WITH 40 HR ______ _______

2066 LOADER/BACKHOE, WHEEL TYPE 1 EA ______ _______

2067 LOADER/BACKHOE, WHEEL 40 HR ______ _______

TYPE WITH OPERATOR

00010-15

00800-19

2068 VIBRATORY SELF-PROPELLED 1 EA ______ _______

2069 VIBRATORY SELF-PROPELLED 40 HR ______ _______

2070 ROAD RECLAIMER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

2071 ROAD RECLAIMER 40 HR ______ _______

0072 SKID STEER LOADER 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0073 SKID STEER LOADER 40 HR ______ _______

0074 DUMP TRUCK 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

0075 DUMP TRUCK 40 HR ______ _______

2076 SELF PROPELLED MILLING MACHINE 1 EA ______ _______

MOBILIZATION AND DEMOBILIZATION

2077 SELF PROPELLED MILLING MACHINE 40 HR ______ _______

WITH OPERATOR

2078 TURF

2078A Establishment of Turf 20 AC ______ _______

Type A

2078B Establishment of Turf 20 AC ______ _______

TOTAL OPTION YEAR 2 $___________

GRAND TOTAL $__________________

00010-16

00800-20

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

ROADS CONTRACT --- PROJECT NO.: 107133

FFP

Carlyle Lake/Kaskaskia L&D

-In accordance with the specification, maps and appendices.

-For the purpose of this solicitation, the Appendices will be uploaded separately.

FOB: Destination

MILSTRIP: W81C8X92073532

PURCHASE REQUEST NUMBER: W81C8X92073532

NET AMT

1001 1 Job

OPTION ROADS CONTRACT --- PROJECT NO.: 107133

FFP

Carlyle Lake/Kaskaskia L&D

-In accordance with specifications, maps, and appendices.

FOB: Destination

00800-21

2001 1 Job

OPTION ROADS CONTRACT --- PROJECT NO.: 107133

FFP

Carlyle Lake/Kaskaskia L&D

-In accordance with specifications, maps, and appendices.

FOB: Destination

SPECIFICATIONS

SECTION 00800

DESCRIPTION/SPECIFICATIONS/WORK STATEMENT

ROAD MAINTENANCE

PART I - ENVIRONMENTAL PROTECTION

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

1.1 Bio-Based Sustainability. The United States Department of Agriculture (USDA) designates certain biobased products for federal procurement and specifies minimum biobased content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred’s minimum biobased content level. Visit the BioPreferred web site for the complete list of designated products and the associated minimum biobased content level requirements.

2. Quality Control.

2.1 General. The contractor shall establish and maintain quality control for environmental protection operations to assure compliance with contract requirements and maintain detailed records of his/her quality control for all construction operations including, but not limited to, the following:

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(1) Laws, Regulations and Ordinances. Compliance with all Federal, State, and local laws, regulations, and ordinances concerning pollution control.

(2) Protection of Land Resources. (See PART 1, Paragraph 7.1.)

(3) Protection of Water Resources. (See PART 1, Paragraph 7.2.)

(4) Protection of Air Resources. (See PART 1, Paragraph 7.3.)

(5) Protection of Fish and Wildlife. (See PART 1, Paragraph 7.4.)

(6) Protection of Historical, Archaeological, and Cultural Resources. (See PART 1, Paragraph 7.5.)

2.2 Reporting. Three (3) copies of these records and tests, as well as records of corrective action taken, shall be furnished to the Government daily when work covered by this part is being performed.

3. PERMITS AND LICENSES. The contractor shall obtain and comply with all required permits and licenses. Copies of all applications, permits, and licenses obtained from Federal, State, and local governing bodies pursuant to this contract shall be submitted to the Contracting Officer.

4. ENVIRONMENTAL PROTECTION PLAN (EPP). Within fifteen (15) days after receipt of delivery orders with work periods in excess of thirty (30) calendar days and prior to the commencement of work or on-site mobilization, the contractor shall submit, in writing, an EPP and meet with representatives of the Contracting Officer to develop mutual understanding relative to compliance with this provision and administration of the EPP. Acceptance of the contractor's plan will not relieve the contractor of his/her responsibility for adequate and continuing control of pollutants and other environmental protection measures. The Government reserves the right to require the contractor to make changes in his/her EPP and operation as necessary to maintain satisfactory environmental protection performance. The EPP shall include, but not be limited to, the following:

(1) Methods for protection of features to be preserved within authorized work areas.

The contractor shall prepare a listing of methods to protect resources needing protection, i.e., trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archaeological and cultural resources.

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

(3) Permit or license and location of solid waste disposal areas.

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(4) Drawing showing locations of any proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, temporary structures, sanitary facilities, and stockpiles of materials.

(5) Environmental monitoring plans for the work site, including land, water, air, and noise monitoring.

(6) Traffic control plan.

(7) Methods of protection surface and ground water during construction activities.

(8) Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or non-use. Plan shall include measures for marking the limits of use areas.

5. SUBCONTRACTORS. Assurance of compliance with this part by subcontractors will be the responsibility of the contractor.

6. NONCOMPLIANCE. The Contracting Officer will notify the contractor in writing of any observed noncompliance with the contractor's EPP. The contractor shall, after receipt of such notice, inform the Contracting Officer of proposed corrective action and take such action as may be approved. If the contractor fails to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions will be granted or costs or damages allowed to the contractor for any such suspension.

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

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

7.1.1 Work Area Limits. Prior to any construction the contractor shall mark the areas that are not required to accomplish all work to be performed under delivery orders. Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced. Monuments and markers shall be protected before construction operations commence and during all construction operations. Where construction operations are to be conducted

00800-24 during darkness, the marker shall be visible during darkness. The contractor shall convey to his/her personnel the purpose of marking and/or protection of all necessary objects.

7.1.2 Reduction of Exposure of Unprotected Eroding Soil. Earthwork brought to final grade shall be finished as indicated and specified. Side slopes and back slopes shall be protected as soon as practicable upon completion of rough grading. All earthwork shall be planned and conducted to minimize the duration of exposure of unprotected soils.

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

(1) Retardation and Control of Runoff. Runoff from the construction site shall be controlled by construction of diversion ditches, benches, and berm to retard and divert runoff to protected drainage courses. The contractor shall also utilize any measures required by area-wide plans approved under paragraph 208 of the Clean Water Act.

7.1.4 Location of Field Offices, Storage and Other Contractor Facilities. The contractor's field offices, staging areas, stockpile, storage, and temporary buildings shall be made only on approval by the Contracting Officer.

7.1.5 Temporary Excavations and Embankments. Temporary excavations and embankments for plant and/or work areas shall be controlled to protect adjacent areas from despoilment.

7.1.6 Borrow Areas. Borrow areas on Government property shall be managed to minimize erosion and to prevent sediment from entering nearby water courses or lakes.

7.1.7 Disposal Areas. Disposal areas on Government property shall be managed and controlled to limit material to areas designated on drawings and prevent erosion of soil or sediment from entering nearby water courses or lakes.

7.1.8 Disposal of Cleared and Grubbed Material and Other Debris. All material and debris resulting from clearing and grubbing operations on this contract shall be disposed of by burning, accomplished with an air curtain destructor, supplemented by burying or removal from the site. The contractor shall make a reasonable effort to utilize the removal method to channel materials of value resulting from clearing operations into beneficial use.

7.1.8.1 Burning. Material and debris resulting from clearing and grubbing operations on this contract may be burned within the contract areas and any time within the delivery order work period, provided such burning does not cause air pollution restrictions applicable to this project as outlined in PART 1, Paragraph 7.3 to be exceeded. Burning operations shall be conducted so as to prevent damage to standing timber to or other flammable growth. The contractor will be responsible for any damage to or life and/or property resulting from fires that are started by his/her employees or as a result of his/her operations. The contractor shall furnish, at the site of burning operation, adequate fire fighting equipment to

00800-25 properly equip his/her personnel for fighting fires. Fires shall be guarded at all times and shall be under constant surveillance until they have been extinguished. Material and debris that cannot be disposed of by burning shall be disposed of as outlined in PART 1, Paragraph 7.1.8.2.

7.1.8.2 Removal. Except as specified in PART 1, Paragraph 7.1.8, the contractor shall remove all of the debris from the site of the work. Such disposal shall comply with all applicable Federal, State, and local laws. The contractor shall, at his/her option, either retain for his/her own use or dispose of by sale or otherwise, any such materials of value. The Government will not be responsible for the protection and safekeeping of any material retained by the contractor. Such materials shall be removed from the site of the work before the date of completion of the work. If disposal material is placed on adjacent property, the contractor shall obtain without cost to the Government, additional right-of-way for such purposes. Such material shall be so placed as not to interfere with roads, drainage or other improvements and in such a manner as to eliminate the possibility of it entering into channels, ditches, or streams. The contractor shall submit written evidence to the Contracting Officer that he/she has obtained permission from the property owner for disposal of material on the owner's property. The written evidence shall consist of an authenticated copy of the conveyance under which the contractor acquired the property rights and access thereto, prepared and executed in accordance with the laws of the State of Illinois.

7.1.9 Disposal of Solid Wastes. Solid wastes (excluding material and debris resulting from clearing and grubbing operations as outlined in PART 1, Paragraph 7.1.8) shall be placed in containers which are emptied on a regular schedule. All handling and disposal shall be conducted to prevent contamination. The contractor shall transport all solid waste off Government property and dispose of them in compliance with Federal, State, and local requirements for solid waste disposal.

7.1.10 Disposal of Chemical Waste. Chemical waste shall be stored in corrosion resistant containers which shall be removed from the work area, and disposed of in accordance with Federal, State, and local regulations.

7.1.11 Disposal of Discarded Materials. Discarded materials other than those which can be included in the solid waste category shall be handled as directed by the Contracting Officer.

7.1.12 Restoration of Landscape Damage. The contractor shall restore all landscape features damaged or destroyed during construction operation outside the limits of the approved work areas. Such restoration shall be in accordance with the plans submitted for approval to the Contracting Officer.

7.1.13 Post Construction Clean Up. The contractor shall clean up all areas(s) used for construction.

7.2 Protection of Water Resources. The contractor shall keep construction activities under surveillance, management and control to avoid pollution of surface and ground waters.

00800-26

Special management techniques as set out in PART 1, Paragraph 7.2.1 shall be implemented to prevent water pollution by the listed construction activities which are included in each delivery order.

7.2.1 Monitoring. All water areas affected by construction activities shall be monitored by the contractor.

7.3 Protection of Air Resources. The contractor shall keep construction activities under surveillance, management and control to minimize pollution of air resources. All activities, equipment, processes, and work operated or performed by the contractor in accomplishing the specified construction shall be in strict accordance with the State of Illinois and all federal standards are set by the Environmental Protection Agency shall be maintained for those construction operations and activities specified in this part. Special management techniques as set out in PART 1, Paragraph 7.3.1, 7.3.2, 7.3.3, and 7.3.4 shall be implemented to control air pollution by the listed construction activities which are included in each delivery order.

7.3.1 Particulates. Dust particles, aerosols, and gaseous by-products from all construction activities, processing and preparation of materials shall be controlled at all times, including weekends, holidays, and hours when work is not in progress.

7.3.1.1 Particulates Control. The contractor shall maintain all excavation, stock piles, haul roads, permanent and temporary access roads, embankments, disposal areas, and all other work areas within or outside the project boundaries free from particulates which would cause the air pollution standards mentioned in PART 1, Paragraph 7.3 above to be exceeded or which would cause a hazard or a nuisance. Sprinkling, chemical treatment of an approved type, light bituminous treatment, or other area. Sprinkling, to be efficient, must be repeated at such intervals as to keep the disturbed area damp at all times. The contractor must have sufficient equipment available to accomplish this task. Particulate control shall be performed as the work proceeds and whenever a particulate nuisance or hazard occurs.

7.3.2 Hydrocarbons and Carbon Monoxide. Hydrocarbons and carbon monoxide emissions from equipment shall be controlled to Federal and State allowable limits at all times.

7.3.3 Odors. Odors shall be controlled at all times for all construction activities, processing and preparation of materials.

7.3.4 Monitoring. All air areas affected by construction activities shall be monitored by the contractor.

7.4 Protection of Fish and Wildlife. The contractor shall keep construction activities under surveillance, management and control to minimize interference with, disturbance to, and damage of fish and wildlife. Species that require specific attention along with measures for their protection shall be listed by the contractor prior to beginning of construction operations.

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7.5 Protection of Historical, Archaeological, and Cultural Resources. The preservation and recovery of existing historical, archaeological, and cultural resources with the contractor's work area will be so designated by the Contracting Officer and precautions shall be taken to preserve all such resources as the existed at the time they were identified to the contractor. The contractor shall install all protection for these resources so designated on drawings and shall be responsible for their preservation during delivery order work periods. Any item that may have historical or archaeological value discovered during construction shall be left undisturbed and the Contracting Officer shall be immediately notified of such discovery.

7.6 Protection of Sound Intrusion. The contractor shall keep construction activities under surveillance and control to minimize damage to the environment by noise.

8. MAINTENANCE OF POLLUTION CONTROL FACILITIES. The contractor shall maintain all constructed facilities and portable pollution control devices for the duration of delivery orders, or for that length of time construction activities create that particular pollutant.

9. TRAINING OF CONTRACTOR PERSONNEL IN POLLUTION CONTROL. The contractor shall train his/her personnel in all phases of environmental protection. The training shall include methods of detecting and avoiding pollution, familiarization with pollution standards, both statutory and contractual, and installation and care of facilities (vegetative covers and instruments required for monitoring purposes) to ensure adequate and continuous environmental pollution control.

10. PAYMENT. No separate payment or direct payment will be made for the cost of the work covered under this part and all costs in connection there with shall be included in other items for which payment is provided.

PART 2 - EARTHWORK

1. SCOPE. The work covered by this part consists of furnishing all labor, equipment, and materials, and performing all operations in conjunction with fill material, grading work, and placing of topsoil as specified herein.

2. QUALITY CONTROL.

2.1 General. The contractor shall establish and maintain quality control for all operations to assure compliance with contract requirements and maintain records of his/her quality control for all construction operations, including but not limited to the above.

2.2 Reporting. A copy of these records as well as the records of corrective action taken, shall be furnished to the Government daily when work is underway.

3. CLEARING AND GRUBBING (TREES, BRUSH, ETC).

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3.1 General. Complete clearing and grubbing shall be performed only as required to perform the earthwork and to construct the roads and parking areas included in the work under this contract. The clearing and grubbing shall not extend beyond the outer limits of cut, fill, or roads and parking areas unless otherwise directed by the Contracting Officer. The contractor shall not clear past the areas staked by the Government.

3.1.1 Clearing and grubbing will be broken down into two categories. They are:

A) Light - Areas where all trees are less than twelve inches in diameter.

B) Heavy - Areas containing trees twelve inches or greater in diameter.

Determination of the clearing and grubbing will be made by the Contracting Officer for specific locations when a delivery order is issued.

3.1.2 All stumps, roots, buried logs, and other objectionable matter within the clearing limits shall be removed to a depth of twelve (12) inches below existing ground surface. All holes caused by grubbing shall be filled with approved materials compacted to a density equal to the adjoining undisturbed materials.

3.1.3 Debris Removal. All debris resulting from clearing and grubbing operations on this contract shall, at the contractor's option, be disposed of 1) by burning or 2) by removal from government property at the contractor's expense, all as provided in PART 1, Paragraph 7.1.8.

Material may be burned within the contract area, at any time within the contract period, provided such burning complies with all applicable State of Illinois rules and regulations, Open Burning Restrictions. It shall be the responsibility of the contractor to obtain all burning permits required.

4. FILL.

4.1 Fill Material.

4.1.1 General. Materials for compacted fill shall be furnished by the contractor from an approved borrow sources outside the Government boundaries, at his/her expense, and shall meet the requirements stated herein. Sources shall be submitted to the approval of the Contracting Officer. The Contracting Officer reserves the right to approve or disapprove the borrow source based on a determination of the overall impact the proposed excavation will have on the environment. The contractor shall be solely responsible for any and all damages, claims, for damages and liability of any nature whatsoever arising from or growing out of the use of the contractor-furnished borrow areas. All contractor-furnished borrow shall be suitable materials as specified in PART 2, Paragraph 3.1.2. Approval of a borrow source shall not relieve the contractor from the obligation to furnish suitable materials as specified in PART 2, Paragraph

3.1.2 as determined by the Contracting Officer.

4.1.2 Suitable Materials. Materials classified by the Unified Soil Classification Systems as silts (ML, MH, OL) and clays (CL, CH, OH) shall be used for the fill material.

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4.1.3 Unsuitable Materials. Material classified by the Unified /Soil Classification

System as gravels (GW, GP, GM, GC) and sand (SW, SP, SM, SC) shall not be used for the fill material unless suitably blended with less previous material to the extent that it no longer classifies as these materials. Additional materials classified as unsuitable for fill material are defined as masses of organic matter, peat, sticks, branches, roots, other debris and any frozen material. Isolated pieces of wood will not be considered objectionable in the embankment provided their length does not exceed one (1) foot, their cross-sectional areas is less than four (4) square inches, and they are distributed throughout the material.

4.1.4 Placement. Suitable fill materials shall be placed in locations as directed by the Contracting Officer. Generally, this will be used for embankments, ditches, and roadways. No frozen materials shall be incorporated into the work.

4.1.5 Compaction of Fill Material. After a layer of earth fill material has been dumped and spread, it shall be disked to break up and blend the fill materials and to obtain uniform moisture distribution. Disking shall be preformed with a heavy disk plow, or other approved equipment, to the full depth of the layer. If one pass of the equipment does not accomplish the breaking up and blending of the materials, additional passes shall be required.

When the moisture content and the condition of the layer is satisfactory, the lift shall be compacted through the use of suitable compaction equipment to a density equal to that of the adjoining undisturbed material. The equipment shall be operated so that the strip being traversed by the roller shall overlap the rolled adjacent strip not less than two (2) feet. Portions of the fill not accessible to the roller shall be placed in four (4) inch layers loose measurement and compacted with approved power tampers to a density equal to that of the adjoining undisturbed material.

5. TOPSOIL.

5.1 General. Topsoil shall be furnished by the contractor from outside the Government boundaries. The materials shall be a friable mixture capable of supporting growth of turf, and shall be free of brush, stones, and other waste materials.

5.2 Placement. Topsoil shall be placed in locations as directed by the Contracting Officer.

6. MEASUREMENT.

6.1 Clearing and Grubbing.

6.1.1 Measurement. Clearing and grubbing required by delivery orders will be measured for payment by the square yard as determined by survey of the area.

6.1.1 Payment. Payment for clearing and grubbing and disposal of all cleared and grubbed material and other debris will be made at the applicable contract unit price per square

00800-30 yard for "Clearing and Grubbing, heavy and Clearing and Grubbing, Light", which price and payment shall constitute full compensation for furnishing all plant, labor, material, and equipment and performing all operations necessary for clearing and grubbing of areas specified in or shown on the drawings of delivery orders, grubbed materials and other debris, and for filling holes resulting from grubbing operations.

6.2 Fill Material.

6.2.1 Measurement. Fill material will be measured for payment by the ton (2,000 pounds). The weights to be paid for will be determined from certified weight tickets, which shall be furnished by the contractor without additional cost to the Government. A certified weight ticket shall be defined as each truck being weighed empty, and again when loaded and the ticket, identified by the contractor's name and the contract number, signed by the approved representative with the statement "certified correct". This procedure will be followed for each load hauled. The contractor shall verify the accuracy and completeness of each ticket before submitting it to the Government. He shall initial each ticket to reflect his/her verification.

Certification stating the scales used were tested and approved by the local authority shall be furnished by the contractor.

6.2.2 Payment. Payment for fill materials under delivery orders against this contract will be made at the applicable contract unit price per ton for "fill material", which price and payment shall constitute full compensation for delivery and compaction of the fill material to the job site location designated by the Contracting Officer.

6.3 Topsoil.

6.3.1 Measurement. Measurement for payment for topsoil will be by the ton delivered. This measurement will be determined as indicated in PART 2, Paragraph 6.2.1.

6.3.2 Payment. Payment for the topsoil placed as required will be made at the contract unit price per ton for "topsoil". Price and payment shall constitute full compensation for furnishing, hauling, handling, placing, and compacting the topsoil.

PART 3…