W9124M22B0001.pdf

0011672465

PROJECT NO: YL-026-9J

PROJECT TITLE: Training Land Sustainment Uplands Requirement PROJECT LOCATION: Fort Stew art and Hunter Army Airf ield Georgia SET ASIDE: 8(a) competitive NAICS CODE: 238910 Site Preparation Contractors SIZE STANDARD: $16.5 Million MAGNITUDE OF CONSTRUCTION PROJECT: The estimated value of the proposed w ork is betw een $1,000,000 and $6,000,000 All w ork shall be completed per Scope of Work, Terms, Conditions, Provisions, Clauses, Draw ings and Specifications.

SITE VISIT: April 26, 2022 at 1230 Location is as follow :

Range Control parking lot, Intersection of GS HWY 144E and Old Sunbury Road, Fort Stew art, GA. POC is Drew Brow n - cell phone number 912-210-9003 DUE DATE FOR ALL QUESTIONS: April 29, 2022 BID OPENING: May 31, 2022 at 1400 Location: 976 William H. Wilson Ave. Ste. 100 Building 621, Fort Stew art, GA 1st Floor Main Conference Room BID BONDS: Required

** Instructions for the preparation of Bids are located in Section L.

X

MELVIN F. REID 912-767-5997

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

01-Apr-2022

(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 ______________31 May 2022 (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

MICC - FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

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

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

FAX:TEL: (912)767-8420 TEL: FAX:

W9124M22B0001 101

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

W9124M22B0001

Section A - Solicitation/Contract Form

TABLE OF CONTENTS

PART I – THE SCHEDULE

• SECTION A – Solicitation/Contract Form

• SECTION B – Supplies or Services and Prices/Costs

• SECTION C – Descriptions/Specifications/Statement of Work

• SECTION D – N/A

• SECTION E – Inspection and Acceptance

• SECTION F – Description and Performance

• SECTION G – Contract Administration Data

• SECTION H – Special Contract Requirements

PART II – CONTRACT CLAUSES

SECTION I – Contract Clauses

PART III – LIST OF DOCUMENTS, EXIBITS AND OTHER ATTACHMENTS

SECTION J – List of Exhibits, Attachments, and Appendices

PART IV – REPRESENTATIONS AND INSTRUCTIONS

SECTION K – Representations, Certifications and Other Statements of Offerors or

Respondents SECTION L – Solicitation Provisions SECTION M – Evaluation Factors for Award

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job

0001 BASE YEAR TRAINING LAND SUSTAINMENT

FFP

0001 BASE YEAR TRAINING LAND SUSTAINMENT

FOB: Destination

PURCHASE REQUEST NUMBER: 0011672465

PSC CD: 3695

NET AMT

1001 1 Job

OPTION 1001 OPTION YEAR 1 TNG LAND SUSTAINMENT

FFP

1001 OPTION YEAR 1 TNG LAND SUSTAINMENT

FOB: Destination

2001 1 Job

OPTION 2001 OPTION YEAR TNG LAND SUSTAINMENT

FFP

2001 OPTION YEAR TNG LAND SUSTAINMENT

FOB: Destination

3001 1 Job

OPTION 3001 OPTION YEAR 3 TNG LAND SUSTAINMENT

FFP

3001 OPTION YEAR 3 TNG LAND SUSTAINMENT

FOB: Destination

4001 1 Job

OPTION 4001 OPTION YEAR 4 LAND SUSTAINMENT

FFP

4001 OPTION YEAR 4 LAND SUSTAINMENT

FOB: Destination

BID PRICE SCHEDULE

Base

Reference Number

Bid Item Name UM Est.

Qty.Note:

Not guarantee Min or Max Quantity

Item Num ber

UM

Price

Total Bid Item Price

111-01 EROSION CONTROL BLANKET SY 2 0001

112-01 GEOTEXTILE, WOVEN SY 2805 0002

112-02 GEOTEXTILE, NONWOVEN SY 2 0003

113-01 SEDIMENT LOG, 9 INCH LF 300 0004

113-02 SEDIMENT LOG, 12 INCH LF 1770 0005

113-03 SEDIMENT LOG, 20 INCH LF 270 0006

114-01 SILT FENCE, TYPE A LF 1 0007

114-02 SILT FENCE, TYPE B LF 150 0008

114-03 SILT FENCE, TYPE C LF 585 0009

121-01 FINISHED SEEDING, PERMANENT ACR

E

6.79 0010

121-02 FINISHED SEEDING, NATIVE ACR

22.8 0011

121-03 NATIVE RE-VEGETATION ACR

125 0012

131-01 EARTH FILL CY 314 0013

131-02 EARTH FILL WITH COMPACTION CY 2700 0014

132-01 EXCAVATION CY 365 0015

132-02 CLEAN OUT SILT AND SEDIMENT BASINS CY 75 0016

132-03 STRUCTURE REMOVAL CY 27 0017

133-01 DIVERSION & DITCH CUTOUTS LF 725 0018

134-01 SMOOTHING SY 32000 0019

134-02 SMOOTHING WITH AREA COMPACTION SY 50 0020

135-01 HAULING CY/

MI

345 0021

136-01 DEEP HARROWING ACR

2 0022

141-01 AGGREGATE COARSE, GRADED AGGREGATE BASE CO

URSE [GABC]

TN 1700 0023

141-02 AGGREGATE COARSE, #4 TN 1 0024

141-03 AGGREGATE COARSE, #4 MODIFIED TN 2 0025

141-04 AGGREGATE COARSE, #57 TN 3 0026

142-01 RIP RAP, TYPE 1 TN 2 0027

142-02 RIP RAP, TYPE 3 TN 191 0028

142-03 ROCK EMBANKMENT TN 2 0029

151-01 TYPE I SITE PREPARATION (CLEAR AND GRUB) ACR

17 0030

152-01 TYPE II SITE PREPARATION (CLEARING) ACR

35 0031

153-01 TYPE III SITE PREPARATION (MIDSTORY VEGETATION

CONTROL <6" DBH)

ACR

450 0032

154-01 TYPE IV SITE PREPARATION (UNDERSTORY VEGETATI

ON CONTROL)

ACR

75 0033

155-01 TYPE V SITE PREPARATION (FELLING AND BUNCHING

STANDING TIMBER)

CY 20 0034

161-01 INSTALL READY MIX CONCRETE CY 2 0035

161-02 INSTALL READY MIX CONCRETE with FIBER ADDITIVE CY 1 0036

161-03 INSTALL 700 FLEXURAL STRENGTH CONCRETE CY 2 0037

161-04 INSTALL 700 FLEXURAL STRENGTH CONCRETE with FIB

ER ADDITIVE

CY 475 0038

161-05 INSTALL GENERAL CONCRETE CY 3 0039

161-06 INSTALL GENERAL CONCRETE with FIBER ADDITIVE CY 2 0040

161-07 INSTALL EXPANSION JOINTS WITH SEALANT LF 3 0041

161-08 INSTALL SAWED JOINTS WITH SEALANT LF 1 0042

161-09 INSTALL CONTRACTION JOINTS WITH SEALANT LF 225 0043

161-10 INSTALL LONGITUDINAL CONSTRUCTION JOINTS WIT

H SEALANT

LF 2 0044

161-11 INSTALL TRANSVERSE CONSTRUCTION JOINTS WITH S

EALANT

LF 1 0045

161-12 INSTALL REINFORCING STEEL LF 200 0046

161-13 INSTALL WELDED WIRE FABRIC SF 2 0047

161-14 INSTALL 1” DIAMETER DOWEL X 16” LONG EA 50 0048

162-01 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

CC35

SF 2 0049

162-02 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

CC35 WITH AGGREGATE COURSE UNDERLAYMENT

SF 3 0050

162-03 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

CC70

SF 2 0051

162-04 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

CC70 WITH AGGREGATE COURSE UNDERLAYMENT

SF 3 0052

162-05 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

CC90

SF 1 0053

162-06 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

CC90 WITH AGGREGATE COURSE UNDERLAYMENT

SF 1 0054

162-07 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

YSTEM-CC35

SF 3 0055

162-08 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

YSTEM-

SF 2 0056

162-09 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

YSTEM –CC70

SF 2 0057

162-10 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 1 0058

162-11 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

YSTEM –CC90

SF 2 0059

162-12 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 2 0060

171-01 INSTALL GEOCELL SYSTEM SF 200 0061

171-02 INSTALL GEOCELL SYSTEM WITH AGGREGATE COURS

E UNDERLAYMENT

SF 800 0062

171-03 REPLACE/INSTALL GEOCELL SYSTEM SF 400 0063

171-04 REPLACE/INSTALL GEOCELL SYSTEM WITH AGGREGA

TE COURSE UNDERLAYMENT

SF 3 0064

181-01 REINFORCED ROUND CONCRETE PIPE-15" DIAMETER LF 1 0065

181-02 REINFORCED ROUND CONCRETE PIPE-18" DIAMETER LF 2 0066

181-03 REINFORCED ROUND CONCRETE PIPE-24" DIAMETER LF 2 0067

181-04 REINFORCED ROUND CONCRETE PIPE-30" DIAMETER LF 3 0068

181-05 REINFORCED ROUND CONCRETE PIPE-36" DIAMETER LF 40 0069

181-06 REINFORCED ROUND CONCRETE PIPE-42" DIAMETER LF 2 0070

181-07 REINFORCED ROUND CONCRETE FLARED END SECTIO

N-15"

EA 2 0071

181-08 REINFORCED ROUND CONCRETE FLARED END SECTIO

N-18"

EA 2 0072

181-09 REINFORCED ROUND CONCRETE FLARED END SECTIO

N-24"

EA 2 0073

181-10 REINFORCED ROUND CONCRETE FLARED END SECTIO

N-30"

EA 2 0074

181-11 REINFORCED ROUND CONCRETE FLARED END SECTIO

N-36"

EA 2 0075

181-12 REINFORCED ROUND CONCRETE FLARED END SECTIO

N-42"

EA 2 0076

181-13 REINFORCED CONCRETE ELLIPTICAL PIPE 23”X14” LF 2 0077

181-14 REINFORCED CONCRETE ELLIPTICAL PIPE 30”X19” LF 1 0078

181-15 REINFORCED CONCRETE ELLIPTICAL PIPE 38”X24” LF 2 0079

181-16 REINFORCED CONCRETE ELLIPTICAL PIPE 45”X29” LF 3 0080

181-17 REINFORCED CONCRETE ELLIPTICAL PIPE 53”X34” LF 3 0081

181-18 REINFORCED CONCRETE ELLIPTICAL PIPE-

MITERED END SECTION 23”X14”

EA 2 0082

181-19 REINFORCED CONCRETE ELLIPTICAL PIPE-

MITERED END SECTION 30”X19”

EA 2 0083

181-20 REINFORCED CONCRETE ELLIPTICAL PIPE-

MITERED END SECTION 38”X24”

EA 2 0084

181-21 REINFORCED CONCRETE ELLIPTICAL PIPE-

MITERED END SECTION 45”X29”

EA 2 0085

181-22 REINFORCED CONCRETE ELLIPTICAL PIPE-

MITERED END SECTION 53”X34”

EA 2 0086

181-23 ALUMINUM CORRUGATED PIPE, ROUND-18” DIAMETER LF 1 0087

181-24 ALUMINUM CORRUGATED PIPE, ROUND-24” DIAMETER LF 2 0088

181-25 ALUMINUM CORRUGATED PIPE, ROUND-30” DIAMETER LF 3 0089

181-26 ALUMINUM CORRUGATED PIPE, ROUND-36” DIAMETER LF 2 0090

181-27 ALUMINUM CORRUGATED PIPE, ROUND-42” DIAMETER LF 1 0091

181-28 ALUMINUM CORRUGATED PIPE, ARCH 21"X15" LF 3 0092

181-29 ALUMINUM CORRUGATED PIPE, ARCH 28"X20" LF 2 0093

181-30 ALUMINUM CORRUGATED PIPE, ARCH 35"X24" LF 1 0094

181-31 ALUMINUM CORRUGATED PIPE, ARCH 42"X29" LF 1 0095

181-32 ALUMINUM CORRUGATED PIPE, ARCH 49”X33” LF 2 0096

191-01 INSTALL SEIBERT STAKES EA 120 0097

192-01 NON-PREPRICED ITEMS EA 1 0098

Est. Annual Total:

OPTION 1

Number

Bid Item Name UM Est.

Qty.Note:

Not guarantee Min or Max Quantity

Item Num ber

UM

Price

Total Bid

111-01 EROSION CONTROL BLANKET SY 2 1001

112-01 GEOTEXTILE, WOVEN SY 2805 1002

112-02 GEOTEXTILE, NONWOVEN SY 2 1003

113-01 SEDIMENT LOG, 9 INCH LF 300 1004

113-02 SEDIMENT LOG, 12 INCH LF 1770 1005

113-03 SEDIMENT LOG, 20 INCH LF 270 1006

114-01 SILT FENCE, TYPE A LF 1 1007

114-02 SILT FENCE, TYPE B LF 150 1008

114-03 SILT FENCE, TYPE C LF 585 1009

121-01 FINISHED SEEDING, PERMANENT AC

RE

6.79 1010

121-02 FINISHED SEEDING, NATIVE AC

22.8 1011

121-03 NATIVE RE-VEGETATION AC

125 1012

131-01 EARTH FILL CY 314 1013

131-02 EARTH FILL WITH COMPACTION CY 2700 1014

132-01 EXCAVATION CY 365 1015

132-02 CLEAN OUT SILT AND SEDIMENT BASINS CY 75 1016

132-03 STRUCTURE REMOVAL CY 27 1017

133-01 DIVERSION & DITCH CUTOUTS LF 725 1018

134-01 SMOOTHING SY 32000 1019

134-02 SMOOTHING WITH AREA COMPACTION SY 50 1020

345 1021

136-01 DEEP HARROWING AC

2 1022

141-01 AGGREGATE COARSE, GRADED AGGREGATE BASE CO

TN 1700 1023

141-02 AGGREGATE COARSE, #4 TN 1 1024

141-03 AGGREGATE COARSE, #4 MODIFIED TN 2 1025

141-04 AGGREGATE COARSE, #57 TN 3 1026

142-01 RIP RAP, TYPE 1 TN 2 1027

142-02 RIP RAP, TYPE 3 TN 191 1028

142-03 ROCK EMBANKMENT TN 2 1029

151-01 TYPE I SITE PREPARATION (CLEAR AND GRUB) AC

17 1030

152-01 TYPE II SITE PREPARATION (CLEARING) AC

35 1031

AC

RE

450 1032

154-01 TYPE IV SITE PREPARATION (UNDERSTORY VEGETATI

ON CONTROL)

AC

75 1033

CY 20 1034

161-01 INSTALL READY MIX CONCRETE CY 2 1035

161-02 INSTALL READY MIX CONCRETE with FIBER ADDITIVE CY 1 1036

161-03 INSTALL 700 FLEXURAL STRENGTH CONCRETE CY 2 1037

161-04 INSTALL 700 FLEXURAL STRENGTH CONCRETE with FI

BER ADDITIVE

CY 475 1038

161-05 INSTALL GENERAL CONCRETE CY 3 1039

161-06 INSTALL GENERAL CONCRETE with FIBER ADDITIVE CY 2 1040

161-07 INSTALL EXPANSION JOINTS WITH SEALANT LF 3 1041

161-08 INSTALL SAWED JOINTS WITH SEALANT LF 1 1042

161-09 INSTALL CONTRACTION JOINTS WITH SEALANT LF 225 1043

161-10 INSTALL LONGITUDINAL CONSTRUCTION JOINTS WIT

H SEALANT

LF 2 1044

161-11 INSTALL TRANSVERSE CONSTRUCTION JOINTS WITH S

LF 1 1045

161-12 INSTALL REINFORCING STEEL LF 200 1046

161-13 INSTALL WELDED WIRE FABRIC SF 2 1047

161-14 INSTALL 1” DIAMETER DOWEL X 16” LONG EA 50 1048

SF 2 1049

SF 3 1050

162-03 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

SF 2 1051

SF 3 1052

162-05 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

SF 1 1053

SF 1 1054

162-07 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 3 1055

CC35 WITH AGGREGATE COURSE UNDERLAYMENT

SF 2 1056

162-09 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 2 1057

CC70 WITH AGGREGATE COURSE UNDERLAYMENT

SF 1 1058

162-11 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 2 1059

CC90 WITH AGGREGATE COURSE UNDERLAYMENT

SF 2 1060

171-01 INSTALL GEOCELL SYSTEM SF 200 1061

SF 800 1062

171-03 REPLACE/INSTALL GEOCELL SYSTEM SF 400 1063

SF 3 1064

181-01 REINFORCED ROUND CONCRETE PIPE-15" DIAMETER LF 1 1065

181-02 REINFORCED ROUND CONCRETE PIPE-18" DIAMETER LF 2 1066

181-03 REINFORCED ROUND CONCRETE PIPE-24" DIAMETER LF 2 1067

181-04 REINFORCED ROUND CONCRETE PIPE-30" DIAMETER LF 3 1068

181-05 REINFORCED ROUND CONCRETE PIPE-36" DIAMETER LF 40 1069

181-06 REINFORCED ROUND CONCRETE PIPE-42" DIAMETER LF 2 1070

EA 2 1071

EA 2 1072

181-09 REINFORCED ROUND CONCRETE FLARED END SECTIO

EA 2 1073

EA 2 1074

181-11 REINFORCED ROUND CONCRETE FLARED END SECTIO

EA 2 1075

EA 2 1076

181-13 REINFORCED CONCRETE ELLIPTICAL PIPE 23”X14” LF 2 1077

181-14 REINFORCED CONCRETE ELLIPTICAL PIPE 30”X19” LF 1 1078

181-15 REINFORCED CONCRETE ELLIPTICAL PIPE 38”X24” LF 2 1079

181-16 REINFORCED CONCRETE ELLIPTICAL PIPE 45”X29” LF 3 1080

181-17 REINFORCED CONCRETE ELLIPTICAL PIPE 53”X34” LF 3 1081

EA 2 1082

181-19 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 1083

EA 2 1084

181-21 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 1085

EA 2 1086

181-23 ALUMINUM CORRUGATED PIPE, ROUND-

18” DIAMETER

LF 1 1087

181-24 ALUMINUM CORRUGATED PIPE, ROUND-

24” DIAMETER

LF 2 1088

181-25 ALUMINUM CORRUGATED PIPE, ROUND-

30” DIAMETER

LF 3 1089

181-26 ALUMINUM CORRUGATED PIPE, ROUND-

36” DIAMETER

LF 2 1090

181-27 ALUMINUM CORRUGATED PIPE, ROUND-

42” DIAMETER

LF 1 1091

181-28 ALUMINUM CORRUGATED PIPE, ARCH 21"X15" LF 3 1092

181-29 ALUMINUM CORRUGATED PIPE, ARCH 28"X20" LF 2 1093

181-30 ALUMINUM CORRUGATED PIPE, ARCH 35"X24" LF 1 1094

181-31 ALUMINUM CORRUGATED PIPE, ARCH 42"X29" LF 1 1095

181-32 ALUMINUM CORRUGATED PIPE, ARCH 49”X33” LF 2 1096

191-01 INSTALL SEIBERT STAKES EA 120 1097

192-01 NON-PREPRICED ITEMS EA 1 1098

OPTION-2

Number

Bid Item Name UM Est.

Qty.Note:

Not guarantee Min or Max Quantity

Item Number

UM

Price

Total Bid

111-01 EROSION CONTROL BLANKET SY 2 2001

112-01 GEOTEXTILE, WOVEN SY 2805 2002

112-02 GEOTEXTILE, NONWOVEN SY 2 2003

113-01 SEDIMENT LOG, 9 INCH LF 300 2004

113-02 SEDIMENT LOG, 12 INCH LF 1770 2005

113-03 SEDIMENT LOG, 20 INCH LF 270 2006

114-01 SILT FENCE, TYPE A LF 1 2007

114-02 SILT FENCE, TYPE B LF 150 2008

114-03 SILT FENCE, TYPE C LF 585 2009

6.79 2010

121-02 FINISHED SEEDING, NATIVE AC

22.8 2011

125 2012

131-01 EARTH FILL CY 314 2013

131-02 EARTH FILL WITH COMPACTION CY 2700 2014

132-01 EXCAVATION CY 365 2015

132-02 CLEAN OUT SILT AND SEDIMENT BASINS CY 75 2016

132-03 STRUCTURE REMOVAL CY 27 2017

133-01 DIVERSION & DITCH CUTOUTS LF 725 2018

134-01 SMOOTHING SY 32000 2019

134-02 SMOOTHING WITH AREA COMPACTION SY 50 2020

345 2021

2 2022

141-01 AGGREGATE COARSE, GRADED AGGREGATE BA

SE COURSE [GABC]

TN 1700 2023

141-02 AGGREGATE COARSE, #4 TN 1 2024

141-03 AGGREGATE COARSE, #4 MODIFIED TN 2 2025

141-04 AGGREGATE COARSE, #57 TN 3 2026

142-01 RIP RAP, TYPE 1 TN 2 2027

142-02 RIP RAP, TYPE 3 TN 191 2028

142-03 ROCK EMBANKMENT TN 2 2029

17 2030

152-01 TYPE II SITE PREPARATION (CLEARING) AC

35 2031

153-01 TYPE III SITE PREPARATION (MIDSTORY VEGETA

TION CONTROL <6" DBH)

AC

RE

450 2032

154-01 TYPE IV SITE PREPARATION (UNDERSTORY VEG

ETATION CONTROL)

AC

75 2033

155-01 TYPE V SITE PREPARATION (FELLING AND BUNC

HING STANDING TIMBER)

CY 20 2034

161-01 INSTALL READY MIX CONCRETE CY 2 2035

161-02 INSTALL READY MIX CONCRETE with FIBER ADD

ITIVE

CY 1 2036

161-03 INSTALL 700 FLEXURAL STRENGTH CONCRETE CY 2 2037

161-04 INSTALL 700 FLEXURAL STRENGTH CONCRETE

with FIBER ADDITIVE

CY 475 2038

161-05 INSTALL GENERAL CONCRETE CY 3 2039

161-06 INSTALL GENERAL CONCRETE with FIBER ADDIT

IVE

CY 2 2040

161-07 INSTALL EXPANSION JOINTS WITH SEALANT LF 3 2041

161-08 INSTALL SAWED JOINTS WITH SEALANT LF 1 2042

161-09 INSTALL CONTRACTION JOINTS WITH SEALANT LF 225 2043

161-10 INSTALL LONGITUDINAL CONSTRUCTION JOINT

S WITH SEALANT

LF 2 2044

161-11 INSTALL TRANSVERSE CONSTRUCTION JOINTS

WITH SEALANT

LF 1 2045

161-12 INSTALL REINFORCING STEEL LF 200 2046

161-13 INSTALL WELDED WIRE FABRIC SF 2 2047

161-14 INSTALL 1” DIAMETER DOWEL X 16” LONG EA 50 2048

162-01 INSTALL ARTICULATED CONCRETE BLOCK SYST

EM-CC35

SF 2 2049

162-02 INSTALL ARTICULATED CONCRETE BLOCK SYST

EM-

CC35 WITH AGGREGATE COURSE UNDERLAYME

NT

SF 3 2050

162-03 INSTALL ARTICULATED CONCRETE BLOCK SYST

EM-CC70

SF 2 2051

162-04 INSTALL ARTICULATED CONCRETE BLOCK SYST

CC70 WITH AGGREGATE COURSE UNDERLAYME

NT

SF 3 2052

162-05 INSTALL ARTICULATED CONCRETE BLOCK SYST

EM-CC90

SF 1 2053

162-06 INSTALL ARTICULATED CONCRETE BLOCK SYST

CC90 WITH AGGREGATE COURSE UNDERLAYME

NT

SF 1 2054

162-07 REPLACE/INSTALL ARTICULATED CONCRETE BL

OCK SYSTEM-CC35

SF 3 2055

162-08 REPLACE/INSTALL ARTICULATED CONCRETE BL

OCK SYSTEM-

CC35 WITH AGGREGATE COURSE UNDERLAYME

NT

SF 2 2056

162-09 REPLACE/INSTALL ARTICULATED CONCRETE BL

OCK SYSTEM –CC70

SF 2 2057

162-10 REPLACE/INSTALL ARTICULATED CONCRETE BL

CC70 WITH AGGREGATE COURSE UNDERLAYME

NT

SF 1 2058

162-11 REPLACE/INSTALL ARTICULATED CONCRETE BL

OCK SYSTEM –CC90

SF 2 2059

162-12 REPLACE/INSTALL ARTICULATED CONCRETE BL

CC90 WITH AGGREGATE COURSE UNDERLAYME

NT

SF 2 2060

171-01 INSTALL GEOCELL SYSTEM SF 200 2061

171-02 INSTALL GEOCELL SYSTEM WITH AGGREGATE C

OURSE UNDERLAYMENT

SF 800 2062

171-03 REPLACE/INSTALL GEOCELL SYSTEM SF 400 2063

171-04 REPLACE/INSTALL GEOCELL SYSTEM WITH AGG

REGATE COURSE UNDERLAYMENT

SF 3 2064

181-01 REINFORCED ROUND CONCRETE PIPE-

15" DIAMETER

LF 1 2065

181-02 REINFORCED ROUND CONCRETE PIPE-

18" DIAMETER

LF 2 2066

181-03 REINFORCED ROUND CONCRETE PIPE-

24" DIAMETER

LF 2 2067

181-04 REINFORCED ROUND CONCRETE PIPE-

30" DIAMETER

LF 3 2068

181-05 REINFORCED ROUND CONCRETE PIPE-

36" DIAMETER

LF 40 2069

181-06 REINFORCED ROUND CONCRETE PIPE-

42" DIAMETER

LF 2 2070

181-07 REINFORCED ROUND CONCRETE FLARED END S

ECTION-15"

EA 2 2071

181-08 REINFORCED ROUND CONCRETE FLARED END S

ECTION-18"

EA 2 2072

181-09 REINFORCED ROUND CONCRETE FLARED END S

ECTION-24"

EA 2 2073

181-10 REINFORCED ROUND CONCRETE FLARED END S

ECTION-30"

EA 2 2074

181-11 REINFORCED ROUND CONCRETE FLARED END S

ECTION-36"

EA 2 2075

181-12 REINFORCED ROUND CONCRETE FLARED END S

ECTION-42"

EA 2 2076

181-13 REINFORCED CONCRETE ELLIPTICAL PIPE 23”X1

4”

LF 2 2077

181-14 REINFORCED CONCRETE ELLIPTICAL PIPE 30”X1

9”

LF 1 2078

181-15 REINFORCED CONCRETE ELLIPTICAL PIPE 38”X2

LF 2 2079

OPTION-3

Number

Bid Item Name UM Est.

Qty.Note:

Not guarantee Min or Max Quantity

Item Num ber

UM

Price

Total Bid Item Price

111-01 EROSION CONTROL BLANKET SY 2 3001

181-16 REINFORCED CONCRETE ELLIPTICAL PIPE 45”X2

9”

LF 3 2080

181-17 REINFORCED CONCRETE ELLIPTICAL PIPE 53”X3

LF 3 2081

EA 2 2082

181-19 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 2083

EA 2 2084

181-21 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 2085

EA 2 2086

181-23 ALUMINUM CORRUGATED PIPE, ROUND-

18” DIAMETER

LF 1 2087

181-24 ALUMINUM CORRUGATED PIPE, ROUND-

24” DIAMETER

LF 2 2088

181-25 ALUMINUM CORRUGATED PIPE, ROUND-

30” DIAMETER

LF 3 2089

181-26 ALUMINUM CORRUGATED PIPE, ROUND-

36” DIAMETER

LF 2 2090

181-27 ALUMINUM CORRUGATED PIPE, ROUND-

42” DIAMETER

LF 1 2091

181-28 ALUMINUM CORRUGATED PIPE, ARCH 21"X15" LF 3 2092

181-29 ALUMINUM CORRUGATED PIPE, ARCH 28"X20" LF 2 2093

181-30 ALUMINUM CORRUGATED PIPE, ARCH 35"X24" LF 1 2094

181-31 ALUMINUM CORRUGATED PIPE, ARCH 42"X29" LF 1 2095

181-32 ALUMINUM CORRUGATED PIPE, ARCH 49”X33” LF 2 2096

191-01 INSTALL SEIBERT STAKES EA 120 2097

192-01 NON-PREPRICED ITEMS EA 1 2098

112-01 GEOTEXTILE, WOVEN SY 2805 3002

112-02 GEOTEXTILE, NONWOVEN SY 2 3003

113-01 SEDIMENT LOG, 9 INCH LF 300 3004

113-02 SEDIMENT LOG, 12 INCH LF 1770 3005

113-03 SEDIMENT LOG, 20 INCH LF 270 3006

114-01 SILT FENCE, TYPE A LF 1 3007

114-02 SILT FENCE, TYPE B LF 150 3008

114-03 SILT FENCE, TYPE C LF 585 3009

6.79 3010

121-02 FINISHED SEEDING, NATIVE AC

22.8 3011

125 3012

131-01 EARTH FILL CY 314 3013

131-02 EARTH FILL WITH COMPACTION CY 2700 3014

132-01 EXCAVATION CY 365 3015

132-02 CLEAN OUT SILT AND SEDIMENT BASINS CY 75 3016

132-03 STRUCTURE REMOVAL CY 27 3017

133-01 DIVERSION & DITCH CUTOUTS LF 725 3018

134-01 SMOOTHING SY 32000 3019

134-02 SMOOTHING WITH AREA COMPACTION SY 50 3020

345 3021

2 3022

141-01 AGGREGATE COARSE, GRADED AGGREGATE BASE CO

TN 1700 3023

141-02 AGGREGATE COARSE, #4 TN 1 3024

141-03 AGGREGATE COARSE, #4 MODIFIED TN 2 3025

141-04 AGGREGATE COARSE, #57 TN 3 3026

142-01 RIP RAP, TYPE 1 TN 2 3027

142-02 RIP RAP, TYPE 3 TN 191 3028

142-03 ROCK EMBANKMENT TN 2 3029

17 3030

152-01 TYPE II SITE PREPARATION (CLEARING) AC

35 3031

AC

RE

450 3032

154-01 TYPE IV SITE PREPARATION (UNDERSTORY VEGETATI

ON CONTROL)

AC

75 3033

CY 20 3034

161-01 INSTALL READY MIX CONCRETE CY 2 3035

161-02 INSTALL READY MIX CONCRETE with FIBER ADDITIVE CY 1 3036

161-03 INSTALL 700 FLEXURAL STRENGTH CONCRETE CY 2 3037

CY 475 3038

161-05 INSTALL GENERAL CONCRETE CY 3 3039

161-06 INSTALL GENERAL CONCRETE with FIBER ADDITIVE CY 2 3040

161-07 INSTALL EXPANSION JOINTS WITH SEALANT LF 3 3041

161-08 INSTALL SAWED JOINTS WITH SEALANT LF 1 3042

161-09 INSTALL CONTRACTION JOINTS WITH SEALANT LF 225 3043

161-10 INSTALL LONGITUDINAL CONSTRUCTION JOINTS WITH

SEALANT

LF 2 3044

161-11 INSTALL TRANSVERSE CONSTRUCTION JOINTS WITH S

LF 1 3045

161-12 INSTALL REINFORCING STEEL LF 200 3046

161-13 INSTALL WELDED WIRE FABRIC SF 2 3047

161-14 INSTALL 1” DIAMETER DOWEL X 16” LONG EA 50 3048

SF 2 3049

SF 3 3050

162-03 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

SF 2 3051

SF 3 3052

162-05 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

SF 1 3053

SF 1 3054

162-07 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 3 3055

CC35 WITH AGGREGATE COURSE UNDERLAYMENT

SF 2 3056

162-09 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 2 3057

CC70 WITH AGGREGATE COURSE UNDERLAYMENT

SF 1 3058

162-11 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 2 3059

CC90 WITH AGGREGATE COURSE UNDERLAYMENT

SF 2 3060

171-01 INSTALL GEOCELL SYSTEM SF 200 3061

SF 800 3062

171-03 REPLACE/INSTALL GEOCELL SYSTEM SF 400 3063

SF 3 3064

181-01 REINFORCED ROUND CONCRETE PIPE-15" DIAMETER LF 1 3065

181-02 REINFORCED ROUND CONCRETE PIPE-18" DIAMETER LF 2 3066

181-03 REINFORCED ROUND CONCRETE PIPE-24" DIAMETER LF 2 3067

181-04 REINFORCED ROUND CONCRETE PIPE-30" DIAMETER LF 3 3068

181-05 REINFORCED ROUND CONCRETE PIPE-36" DIAMETER LF 40 3069

181-06 REINFORCED ROUND CONCRETE PIPE-42" DIAMETER LF 2 3070

EA 2 3071

EA 2 3072

181-09 REINFORCED ROUND CONCRETE FLARED END SECTIO

EA 2 3073

EA 2 3074

181-11 REINFORCED ROUND CONCRETE FLARED END SECTIO

EA 2 3075

EA 2 3076

181-13 REINFORCED CONCRETE ELLIPTICAL PIPE 23”X14” LF 2 3077

181-14 REINFORCED CONCRETE ELLIPTICAL PIPE 30”X19” LF 1 3078

181-15 REINFORCED CONCRETE ELLIPTICAL PIPE 38”X24” LF 2 3079

181-16 REINFORCED CONCRETE ELLIPTICAL PIPE 45”X29” LF 3 3080

181-17 REINFORCED CONCRETE ELLIPTICAL PIPE 53”X34” LF 3 3081

EA 2 3082

181-19 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 3083

EA 2 3084

181-21 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 3085

EA 2 3086

181-23 ALUMINUM CORRUGATED PIPE, ROUND-18” DIAMETER LF 1 3087

181-24 ALUMINUM CORRUGATED PIPE, ROUND-24” DIAMETER LF 2 3088

181-25 ALUMINUM CORRUGATED PIPE, ROUND-30” DIAMETER LF 3 3089

181-26 ALUMINUM CORRUGATED PIPE, ROUND-36” DIAMETER LF 2 3090

181-27 ALUMINUM CORRUGATED PIPE, ROUND-42” DIAMETER LF 1 3091

181-28 ALUMINUM CORRUGATED PIPE, ARCH 21"X15" LF 3 3092

181-29 ALUMINUM CORRUGATED PIPE, ARCH 28"X20" LF 2 3093

181-30 ALUMINUM CORRUGATED PIPE, ARCH 35"X24" LF 1 3094

181-31 ALUMINUM CORRUGATED PIPE, ARCH 42"X29" LF 1 3095

181-32 ALUMINUM CORRUGATED PIPE, ARCH 49”X33” LF 2 3096

191-01 INSTALL SEIBERT STAKES EA 120 3097

192-01 NON-PREPRICED ITEMS EA 1 3098

OPTION-4

Number

Bid Item Name UM Est.

Qty.Note:

Not guarantee Min or Max Quantity

Item Num ber

UM

Price

Total Bid Item Price

111-01 EROSION CONTROL BLANKET SY 2 4001

112-01 GEOTEXTILE, WOVEN SY 2805 4002

112-02 GEOTEXTILE, NONWOVEN SY 2 4003

113-01 SEDIMENT LOG, 9 INCH LF 300 4004

113-02 SEDIMENT LOG, 12 INCH LF 1770 4005

113-03 SEDIMENT LOG, 20 INCH LF 270 4006

114-01 SILT FENCE, TYPE A LF 1 4007

114-02 SILT FENCE, TYPE B LF 150 4008

114-03 SILT FENCE, TYPE C LF 585 4009

6.79 4010

121-02 FINISHED SEEDING, NATIVE AC

22.8 4011

125 4012

131-01 EARTH FILL CY 314 4013

131-02 EARTH FILL WITH COMPACTION CY 2700 4014

132-01 EXCAVATION CY 365 4015

132-02 CLEAN OUT SILT AND SEDIMENT BASINS CY 75 4016

132-03 STRUCTURE REMOVAL CY 27 4017

133-01 DIVERSION & DITCH CUTOUTS LF 725 4018

134-01 SMOOTHING SY 32000 4019

134-02 SMOOTHING WITH AREA COMPACTION SY 50 4020

345 4021

2 4022

141-01 AGGREGATE COARSE, GRADED AGGREGATE BASE CO

TN 1700 4023

141-02 AGGREGATE COARSE, #4 TN 1 4024

141-03 AGGREGATE COARSE, #4 MODIFIED TN 2 4025

141-04 AGGREGATE COARSE, #57 TN 3 4026

142-01 RIP RAP, TYPE 1 TN 2 4027

142-02 RIP RAP, TYPE 3 TN 191 4028

142-03 ROCK EMBANKMENT TN 2 4029

17 4030

152-01 TYPE II SITE PREPARATION (CLEARING) AC

35 4031

AC

RE

450 4032

154-01 TYPE IV SITE PREPARATION (UNDERSTORY VEGETATI

ON CONTROL)

AC

75 4033

CY 20 4034

161-01 INSTALL READY MIX CONCRETE CY 2 4035

161-02 INSTALL READY MIX CONCRETE with FIBER ADDITIVE CY 1 4036

161-03 INSTALL 700 FLEXURAL STRENGTH CONCRETE CY 2 4037

CY 475 4038

161-05 INSTALL GENERAL CONCRETE CY 3 4039

161-06 INSTALL GENERAL CONCRETE with FIBER ADDITIVE CY 2 4040

161-07 INSTALL EXPANSION JOINTS WITH SEALANT LF 3 4041

161-08 INSTALL SAWED JOINTS WITH SEALANT LF 1 4042

161-09 INSTALL CONTRACTION JOINTS WITH SEALANT LF 225 4043

161-10 INSTALL LONGITUDINAL CONSTRUCTION JOINTS WITH

SEALANT

LF 2 4044

161-11 INSTALL TRANSVERSE CONSTRUCTION JOINTS WITH S

LF 1 4045

161-12 INSTALL REINFORCING STEEL LF 200 4046

161-13 INSTALL WELDED WIRE FABRIC SF 2 4047

161-14 INSTALL 1” DIAMETER DOWEL X 16” LONG EA 50 4048

SF 2 4049

SF 3 4050

162-03 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

SF 2 4051

SF 3 4052

162-05 INSTALL ARTICULATED CONCRETE BLOCK SYSTEM-

SF 1 4053

SF 1 4054

162-07 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 3 4055

CC35 WITH AGGREGATE COURSE UNDERLAYMENT

SF 2 4056

162-09 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 2 4057

SF 1 4058

162-11 REPLACE/INSTALL ARTICULATED CONCRETE BLOCK S

SF 2 4059

CC90 WITH AGGREGATE COURSE UNDERLAYMENT

SF 2 4060

171-01 INSTALL GEOCELL SYSTEM SF 200 4061

SF 800 4062

171-03 REPLACE/INSTALL GEOCELL SYSTEM SF 400 4063

SF 3 4064

181-01 REINFORCED ROUND CONCRETE PIPE-15" DIAMETER LF 1 4065

181-02 REINFORCED ROUND CONCRETE PIPE-18" DIAMETER LF 2 4066

181-03 REINFORCED ROUND CONCRETE PIPE-24" DIAMETER LF 2 4067

181-04 REINFORCED ROUND CONCRETE PIPE-30" DIAMETER LF 3 4068

181-05 REINFORCED ROUND CONCRETE PIPE-36" DIAMETER LF 40 4069

181-06 REINFORCED ROUND CONCRETE PIPE-42" DIAMETER LF 2 4070

EA 2 4071

EA 2 4072

181-09 REINFORCED ROUND CONCRETE FLARED END SECTIO

EA 2 4073

EA 2 4074

181-11 REINFORCED ROUND CONCRETE FLARED END SECTIO

EA 2 4075

EA 2 4076

181-13 REINFORCED CONCRETE ELLIPTICAL PIPE 23”X14” LF 2 4077

181-14 REINFORCED CONCRETE ELLIPTICAL PIPE 30”X19” LF 1 4078

181-15 REINFORCED CONCRETE ELLIPTICAL PIPE 38”X24” LF 2 4079

181-16 REINFORCED CONCRETE ELLIPTICAL PIPE 45”X29” LF 3 4080

181-17 REINFORCED CONCRETE ELLIPTICAL PIPE 53”X34” LF 3 4081

EA 2 4082

181-19 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 4083

EA 2 4084

181-21 REINFORCED CONCRETE ELLIPTICAL PIPE-

EA 2 4085

EA 2 4086

181-23 ALUMINUM CORRUGATED PIPE, ROUND-18” DIAMETER LF 1 4087

181-24 ALUMINUM CORRUGATED PIPE, ROUND-24” DIAMETER LF 2 4088

181-25 ALUMINUM CORRUGATED PIPE, ROUND-30” DIAMETER LF 3 4089

181-26 ALUMINUM CORRUGATED PIPE, ROUND-36” DIAMETER LF 2 4090

181-27 ALUMINUM CORRUGATED PIPE, ROUND-42” DIAMETER LF 1 4091

181-28 ALUMINUM CORRUGATED PIPE, ARCH 21"X15" LF 3 4092

181-29 ALUMINUM CORRUGATED PIPE, ARCH 28"X20" LF 2 4093

181-30 ALUMINUM CORRUGATED PIPE, ARCH 35"X24" LF 1 4094

181-31 ALUMINUM CORRUGATED PIPE, ARCH 42"X29" LF 1 4095

181-32 ALUMINUM CORRUGATED PIPE, ARCH 49”X33” LF 2 4096

191-01 INSTALL SEIBERT STAKES EA 120 4097

192-01 NON-PREPRICED ITEMS EA 1 4098

BID PRICE SCHEDULE TOTAL

BID AMOUNT

0001 – BASE $

1001 – 1st Option Year $

2001 - 2nd Option Year $

3001 – 3rdnd Option Year$

4001 – 4th Option Year $

TOTAL

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government 1001 Destination Government Destination Government 2001 Destination Government Destination Government 3001 Destination Government Destination Government 4001 Destination Government Destination Government

CLAUSES INCORPORATED BY FULL TEXT

52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not--

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

(End of clause)

52.246-13 INSPECTION--DISMANTLING, DEMOLITION, OR REMOVAL OF IMPROVEMENTS (AUG

1996)

(a) Unless otherwise designated by the specifications, all workmanship performed under the contract is subject to Government inspection at all times and places where dismantling or demolition work is being performed. The Contractor shall furnish promptly, and at no increase in contract price all reasonable facilities, labor, and materials necessary for safe and convenient inspection by the Government. The Government shall perform inspections in a manner that will not unduly delay the work.

(b) The Contractor is responsible for damage to property caused by defective workmanship. The Contractor shall promptly segregate and remove from the premises any unsatisfactory facilities, materials, and equipment used in contract performance, and promptly replace them with satisfactory items. If the Contractor fails to proceed at once in a workmanlike manner with performance of the work or with the correction of defective workmanship, the Government may (1) by contract or otherwise, replace the facilities, materials, and equipment or correct the workmanship and charge the cost to the Contractor and (2) terminate for default the Contractor's right to proceed.

The Contractor and any surety shall be liable, to the extent specified in the contract for any damage or cost of repair or replacement.

Section F - Deliveries or Performance

DELIVERIES OF PERFORMANCE

F. 1 Deliverables

F.1.1. Except as specified or directed otherwise, the Contractor shall provide all deliverables, reports, plans, schedules, etc. to the Contracting Officer. All plans, schedules, etc., must be reviewed and approved in writing by the Contracting Officer except as specified otherwise herein or as otherwise delegated by the Contracting Officer.

Deliverables will be specified in each individual Job order.

F.2. Basic Ordering Period:

F.2.1 This Requirements contract shall commence on the date of award and shall continue for 12 months thereafter.

F.3. Option Ordering Periods:

F.3.1. This Requirements contract provides for four (4), 12-month option ordering periods to be exercised at the discretion of the Government.

(END DELIVERIES OR PERFORMANCE)

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 31-MAR-2022 TO

30-MAR-2023

N/A N/A

FOB: Destination

1001 POP 31-MAR-2023 TO

30-MAR-2024

2001 POP 31-MAR-2024 TO

30-MAR-2025

3001 POP 31-MAR-2025 TO

30-MAR-2026

4001 POP 31-MAR-2026 TO

30-MAR-2027

CLAUSES INCORPORATED BY REFERENCE

52.242-14 Suspension of Work APR 1984 52.242-17 Government Delay Of Work APR 1984

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than the completion date on the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of damages to the Government based on the Task Order amount for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

52.211-13 TIME EXTENSIONS (SEP 2000)

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered. The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

Section G - Contract Administration Data

SUBMIT INVOICE ELECTRONICALLY

(a) To expedite payment, reduce lost documents, and increase visibility into the status of payments, the Department of Defense (DOD) has implemented electronic invoicing. In conformance with Defense Federal Acquisition Regulation supplement (DFARS) Clause 252.232-7003, Electronic submission of payment Request, which is incorporated herein by reference, contractors shall submit invoices ELECTRONICALLY through the Defense Finance and Accounting System (DFAS) Web Invoicing System (Wide Area Workflow – Receipt and Acceptance).

(WAWF-RA)) at https://wawf.eb.mil/. Select Construction Invoice.

(b) Applicable codes necessary for submission of invoices against this contract are as shown below:

1. ADMINISTERED BY: W9124M

2. ISSUED BY: W9124M

3. CONTRACTING OFFICE: W9124M

4. PAYMENT: HQ0490 DFAS-Indianapolis

5. DODAAC/INSPECT BY: W33DL4

6. LPO: n/a

7. DESCRIPTION: Uplands Requirement Contract.

8. CONTRACTOR’S CAGE CODE:

(c) Paper invoices will be rejected and returned and the contractor advised to invoice electronically.

(d) For assistance regarding electronic invoicing issues, please contract WAWF Customer Service at 1-866-618- 5988 or DFAS Electronic Commerce Division at 1-614-693-6868. Web-based training is available at the WAWF site https://www.wawftraining.com

(End)

CONTRACT ADMINISTRATION

G.1. CONTRACT ADMINISTRATION. The roles, duties, responsibilities and authority of each of the members are discussed below:

G.2. CONTRACTING OFFICER (KO): A person with authority to enter into, administer, and/or terminate contracts, and to make related determinations and findings on behalf of the Government. Note: The only individual who can legally bind the Government.

G.3. CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor, as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

G.4. All matters pertaining to the administration of each individual task order should be directed to the pertinent Administrative KO. Each individual task order may be signed by any of the KO within the Mission and Installation Contracting Command – Fort Stewart, and does not preclude another KO within the Mission and Installation Contracting Command- Fort Stewart from signing any documents or attending any meetings in matters pertaining to the individual task order signed by the primary KO.

G.5. The KO is the only person authorized to direct changes in any of the requirements under this contract and notwithstanding any provisions contained elsewhere in this contract, the said authority remains solely with the KO.

In the event the Contractor effects any such change at the direction of any person other than the KO, the change will be considered to have been made without authority and solely at the risk of the Contractor. The Contractor shall ensure that all Contractor personnel are knowledgeable and cognizant of this contract provision.

G.6. PRE-CONSTRUCTION CONFERENCE.

G.6.1. After ward of the master contract and prior to the Contractor starting work on Task Orders, a pre-construction conference (as described in FAR Subpart 42.5), may be convened by the KO. The PM shall meet with the KO to establish the agenda for the conference. The Contractor's PM or APM, Quality Control Manager, and Safety personnel shall attend the conference. If the contract involves subcontractors, a representative of each major subcontractor shall also attend.

G.6.2. The KO and the Contractor will agree to the date, time, and location of the conference after award of the Contract. In event of a conflict in schedules, the KO shall establish the date for the conference.

End Contact Administrative Data.

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (DEC 2018)

(a) Definitions. As used in this clause—

“Department of Defense Activity Address Code (DoDAAC)” is a six position code that uniquely identifies a unit, activity, or organization.

“Document type” means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

“Local processing office (LPO)” is the office responsible for payment certification when payment certification is done external to the entitlement system.

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items—

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial item financing, submit a commercial item financing request.

(2) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF “combo” document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC Hq0490

Issue By DoDAAC W9124M

Admin DoDAAC** W9124M

Inspect By DoDAAC W33DL4

Ship To Code W33DL4

Service Approver (DoDAAC) W33DL4

Service Acceptor (DoDAAC) W33DL4

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity’s WAWF point of contact.

sebrena.m.butler.civ@army.mil melvin.f.reid2.civ@army.mil

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

Section H - Special Contract Requirements

SPECIAL INSTRUCTIONS

ALTERNATE DISPUTES RESOLUTION

In furtherance of Federal policy and the Administrative Dispute Resolution Act of 1990 (ADR Act), Public Law 101-552 and FAR Clause 52.233-1, the Contracting Officer will try to resolve all post award acquisition issues in controversy by mutual agreement of both parties. Interested parties are encouraged to use alternative dispute resolution procedures to the maximum extent practicable in accordance with the authority and requirements of the ADR Act.

EMERGENCY MEDICAL TREATMENT

Emergency medical treatment will be provided by the Winn Army Community Hospital in order to prevent undue suffering or loss of life. Emergencies will be treated only during the period of emergency and appropriate action will be taken to discharge or transfer such patients as soon as the emergency period ends.

Charges for medical care will be at the prevailing rate and at the Contractor's expense.

HOURS OF OPERATION

Normal working hours are 7:30 a.m. through 4:00 p.m. Monday through Friday excluding Federal Holidays.

Notwithstanding the provisions of the Contract Work Hours and Safety Standards Act – Overtime Compensation clause herein, work will not be permitted outside normal work hours, nor on Saturdays, Sundays or legal holidays unless approved by the Contracting Officer. Requests to work other than normal work hours for all work must be submitted in writing a minimum of 2 work days in advance of date on which such work is anticipated. The exclusion of work on Saturdays, Sundays, and holidays has been considered in computing the performance time of this contract. The following legal holidays are observed:

January 1st 1st Monday of September 3rd Monday of January 2nd Monday of October 3rd Monday of February November 11th Last Monday of May 4th Thursday of November Juneteenth – June 19 - New July 4th December 25th

Any other Congressional or Presidential imposed Federal Holiday.

When a holiday falls on a Sunday, the following Monday will be observed as a holiday and when a holiday falls on a Saturday, the preceding Friday is observed as a holiday by U.S. Government Agencies.

MATERIAL APPROVAL SUBMITTALS

The submittals contemplated by FAR…