am_1.pdf

$0(1'0(17�2)�62/,&,7$7,21�02',),&$7,21�2)�&2175$&7 ���&2175$&7�,'�&2'(

���$0(1'0(17�02',),&$7,21�12� ���())(&7,9(�'$7( ���5(48,6,7,21�385&+$6(�5(4��12� ���352-(&7�12���,I�DSSOLFDEOH�

���$'0,1,67(5('�%<��,I�RWKHU�WKDQ�,WHP��� &2'(

67$1'$5'�)250�����5(9��������

3UHVFULEHG�E\�*6$�)$5�����&)5��������

)$&,/,7<�&2'(

�$��$0(1'0(17�2)�62/,&,$7,21�12�

�%��'$7('��6((�,7(0����

��$��02',),&$7,21�2)�&2175$&7�25'(5�12�

��%��'$7('��6((�,7(0����

����7+,6�,7(0�21/<�$33/,(6�72�$0(1'0(176�2)�62/,&,7$7,216

7KH�DERYH�QXPEHUHG�VROLFLWDWLRQ�LV�DPHQGHG�DV�VHW�IRUWK�LQ�,WHP������7KH�KRXU�DQG�GDWH�VSHFLILHG�IRU�UHFHLSW�RI�2IIHUV LV�H[WHQGHG� LV�QRW�H[WHQGHG�

2IIHUV�PXVW�DFNQRZOHGJH�UHFHLSW�RI�WKLV�DPHQGPHQW�SULRU�WR�WKH�KRXU�DQG�GDWH�VSHFLILHG�LQ�WKH�VROLFLWDWLRQ�RU�DV�DPHQGHG��E\�RQH�RI�WKH�IROORZLQJ�PHWKRGV�

�D�%\�FRPSOHWLQJ�LWHPV���DQG�����DQG�UHWXUQLQJ FRSLHV�RI�WKH�DPHQGPHQW���E��%\�DFNQRZOHGJLQJ�UHFHLSW�RI�WKLV�DPHQGPHQW�RQ�HDFK�FRS\�RI�WKH�RIIHU�VXEPLWWHG�

RU��F��%\�VHSDUDWH�OHWWHU�RU�WHOHJUDP�ZKLFK�LQFOXGHV�D�UHIHUHQFH�WR�WKH�VROLFLWDWLRQ�DQG�DPHQGPHQW�QXPEHUV���)$,/85(�2)�<285�$&.12:/('*0(17�72�%(�5(&(,9('�$7 7+(�3/$&(�'(6,*1$7('�)25�7+(�5(&(,37�2)�2))(56�35,25�72�7+(�+285�$1'�'$7(�63(&,),('�0$<�5(68/7�,1�5(-(&7,21�2)�<285�2))(5���,I�E\�YLUWXH�RI�WKLV DPHQGPHQW�\RXU�GHVLUH�WR�FKDQJH�DQ�RIIHU�DOUHDG\�VXEPLWWHG��VXFK�FKDQJH�PD\�EH�PDGH�E\�WHOHJUDP�RU�OHWWHU��SURYLGHG�HDFK�WHOHJUDP�RU�OHWWHU�PDNHV�UHIHUHQFH�WR�WKH VROLFLWDWLRQ�DQG�WKLV�DPHQGPHQW��DQG�LV�UHFHLYHG�SULRU�WR�WKH�RSHQLQJ�KRXU�DQG�GDWH�VSHFLILHG�

����$&&2817,1*�$1'�$335235,$7,21�'$7$��,I�UHTXLUHG�

����7+,6�,7(0�21/<�$33/,(6�72�02',),&$7,21�2)�&2175$&76�25'(56�

,7�02',),(6�7+(�&2175$&7�25'(5�12��$6�'(6&5,%('�,1�,7(0����

&+(&.�21( $� 7+,6�&+$1*(�25'(5�,6�,668('�38568$17�72���6SHFLI\�DXWKRULW\��7+(�&+$1*(6�6(7�)257+�,1�,7(0����$5(�0$'(�,1�7+(�&2175$&7�25'(5

12��,1�,7(0���$�

%� 7+(�$%29(�180%(5('�&2175$&7�25'(5�,6�02',),('�72�5()/(&7�7+(�$'0,1,675$7,9(�&+$1*(6��VXFK�DV�FKDQJHV�LQ�SD\LQJ�RIILFH��

DSSURSULDWLRQ�GDWH��HWF���6(7�)257+�,1�,7(0�����38568$17�72�7+(�$87+25,7<�2)�)$5��������E��

&� 7+,6�6833/(0(17$/�$*5((0(17�,6�(17(5('�,172�38568$17�72�$87+25,7<�2)�

'� 27+(5��6SHFLI\�W\SH�RI�PRGLILFDWLRQ�DQG�DXWKRULW\�

(��,03257$17���&RQWUDFWRU LV�QRW� LV�UHTXLUHG�WR�VLJQ�WKLV�GRFXPHQW�DQG�UHWXUQ FRSLHV�WR�WKH�LVVXLQJ�RIILFH�

([FHSW�DV�SURYLGHG�KHUHLQ��DOO�WHUPV�DQG�FRQGLWLRQV�RI�WKH�GRFXPHQW�UHIHUHQFHG�LQ�,WHP��$�RU���$��DV�KHUHWRIRUH�FKDQJHG��UHPDLQV�XQFKDQJHG�DQG�LQ�IXOO�IRUFH�DQG�HIIHFW�

��&��'$7(�6,*1('

��$��1$0(�$1'�7,7/(�2)�6,*1(5��7\SH�RU�SULQW�

��&��'$7(�6,*1('

��$��1$0(�$1'�7,7/(�2)�&2175$&7,1*�2)),&(5��7\SH�RU�SULQW�

����'(6&5,37,21�2)�$0(1'0(17�02',),&$7,21��2UJDQL]HG�E\�8&)�VHFWLRQ�KHDGLQJV��LQFOXGLQJ�VROLFLWDWLRQ�FRQWUDFW�VXEMHFW�PDWWHU�ZKHUH�IHDVLEOH��

3$*(������2)����3$*(6

���,668('�%< &2'(

���1$0(�$1'�$''5(66�2)�&2175$&725��1R���VWUHHW��FRXQW\��6WDWH�DQG�=,3�&RGH� �;�

&2'(

��%��&2175$&725�2))(525

�6LJQDWXUH�RI�SHUVRQ�DXWKRUL]HG�WR�VLJQ�

��%��81,7('�67$7(6�2)�$0(5,&$

�6LJQDWXUH�RI�&RQWUDFWLQJ�2IILFHU�

161�����������������

3UHYLRXV�HGLWLRQ�XQXVDEOH

W9126G-08-R-0219

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION SF30 - CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO DOCUMENTS 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

1. Documents 00 – Procurements and Contracting Requirements is being issued in its entirety, bearing the notation "ACCOMPANYING AMENDMENT NO. 0001 TO SOLICITATION NO. W9126G-08-R-0219:”

SF1442 SOLICITATION, OFFER, AND AWARD

00 11 00 STANDARD FORM (SF) 1442 AND CLIN SCHEDULE

00 11 00 BIDDING SCHEDULE*

00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

00 21 40 OFFEROR’S CHECKLIST*

00 22 11 PROPOSAL SUBMISSION INSTRUCTIONS, CONDITIONS, AND NOTICES TO

OFFERORS, AND BASIS OF AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 50 00 BONDS AND CERTIFICATES*

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATION SCHEDULE*

*These sections have no changes to them.

End Of Summary of Changes

INDEFINITE DELIVERY INDEFINITE QUANTITY( IDIQ) CONSTRUCTION CONTRACT FOR ROADS AND DRAINAGE, PRMARILY FOR FORT POLK, LOUISIANA AND MILITARY AND CIVIL PROJECTS WITHIN THE U.S. ARMY CORPS OF ENGINEERS SOUTHWESTERN DIVISION

GEOGRAPHICAL BOUNDARIES.

THIS REQUIREMENT IS AN UNRESTRICTED NEGOTIATED PROCUREMENT-THERE WILL BE NO PUBLIC BID OPENING.

THE GOVERNMENT INTENDS TO AWARD ONE CONTRACT, A BASE PERIOD OF 12 MONTHS WITH THREE (3) OPTION PERIODS OF 12 MONTHS EACH NOT TO EXCEED FORTY-EIGHT (48) MONTHS. THE BASE PERIOD HAS AN ESTIMATED VALUE OF $3, 800,000. EACH OPTION PERIOD HAS AN ESTIMATED VALUE OF $3,700,000.00. THE TOTAL CAPACITY IS $14,900,000. THE GUARANTEED MINIMUM

FOR THE BASE PERIOD IS $40,000.00, AND IS APPLICABLE TO THE BASE PERIOD ONLY.

BLOCK 11 (BELOW): PERFORMANCE PERIOD WILL BE DETERMINED BY EACH SPECIFIC TASK ORDER.

CHARLOTTE CRAMER 817-886-1082

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-Aug-2008

(RFP)

(IFB)

X

CALL:

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

See Item

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 within _______calendar days and complete it within ________ calendar days after receiving award, 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 __________ 4 copies to perform the work required are due at the place specified in Item 8 by ___________ local time ______________ 03 Sep 2008 (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 offers are due.

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

C. All offers are subject to the (1) work 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 will not be considered and will 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

US ARMY ENGINEER DISTRICT, FORT WORTH

ATTN: CESWF-CT

819 TAYLOR ST, ROOM 2A19

P.O. BOX 17300

FORT WORTH TX 76102-0300

W9126G

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)

817-886-6403FAX: TEL: 817-886-1043 TEL: FAX:

W9126G-08-R-0219 99

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 – DUNS NO.

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ________ 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

POC:

EMAIL:

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 offer on this solicitation, is hereby accepted as to the items listed. This award con-to furnish and deliver all items or perform all work, requisitions identified summates the contract, which consists of (a) the Government solicitation and on this form and any continuation sheets for the consideration stated in this your offer, and (b) this contract award. No further contractual document is contract. The rights and obligations of the parties to this contract shall be necessary.

governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by refer-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

(Must be fully completed by offeror) OFFE

Section 00 11 00 - Standard Form (SF) 1442 and CLIN Schedule

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lump Sum

Funded Amt:

Base Year

IDIQ construction contract for roads and drainage, primary Fort Polk, Louisiana, and military and civil projects within the U.S. Army Corps of Engineers (Southwestern Division) geographical boundaries. Performance begins with the issuance of individual Task Orders.

0002 1 Lump Sum

OPTION Funded Amt:

1st Option Year

IDIQ construction contract for roads and drainage, primary Fort Polk, Louisiana, and military and civil projects within the U.S. Army Corps of Engineers

0003 1 Lump Sum

OPTION Funded Amt:

2nd Option Year

IDIQ construction contract for roads and drainage, primary Fort Polk, Louisiana, and military and civil projects within the U.S. Army Corps of Engineers

0004 1 Lump Sum

OPTION Funded Amt:

3nd Option Year

IDIQ construction contract for roads and drainage, primary Fort Polk, Louisiana, and military and civil projects within the U.S. Army Corps of Engineers

00 11 00

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0001 Storm Water Pollution Plan Per Task Order

(DO NOT INCLUDE PRICE IN BID

SCHEDULE) ******** *** **************** *******************

0002 Earth Berms 250 LF

0003 Install and Remove Hay Bales 250 EA

0004 Sediment Basins 100 EA

0005 Dust Control 100 HR

0006 Temporary Mulch 10 AC

0007 Survey Crew: This bid item will consist of the surveys of a survey crew. It will include all equipment and material necessary to do surveys in the field. This item shall be used for field surveys and information gathering that shall be provided to the Government.

Survey information provided shall include but not be limited to: field book data, site maps, cross sections and elevations.

General construction surveying, such as layout and grade work, shall be included in the appropriate work items.

150 HR

0008 Remove Concrete Curb 100 LF

0009 Remove Concrete Curb & Gutter 100 LF

0010 Miscellaneous Sawcut Concrete Pavement 100 LF

0011 Miscellaneous Sawcut Asphalt Pavement 100 LF

0012 Remove Concrete Pavement (1 - 10 inches)

100 SY

0013 Remove Asphalt Pavement (1 - 10 inches) 100 SY

0014 Remove Concrete/Masonry Structures 20 CF

0015 Perform Bush Hogging 100 AC

0016 Remove Concrete Sidewalk 200 SF

0017 Remove Concrete Driveway 100 SF

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROADS AND DRAINAGE

BIDDING SCHEDULE

(To be attached to SF 1442)

PRIMARILY FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0018 Remove Storm Sewer ((18 inches) (12-18 inches)) 20 LF

0019 Remove Storm Sewer (24 - 36 inches) 20 LF

0020 Remove Existing Tree Stump 10 EA

0021 Remove 10 or less Trees (6 inches) 10 EA

0022 Remove 10 or less Trees (6 inches but < 12 inches) 10 EA

0023 Remove 10 or less Trees (12 inches but < 24 inches) 10 EA

0024 Remove 10 or less Trees (24 inches but < 36 inches) 10 EA

0025 Remove 10 or less Trees Near Structure (6 inches) 10 EA

0026 Remove 10 or less Trees Near Structure (6 inches but < 12 inches) 10 EA

0027 Remove between 11 to 20 Trees (6 inches)

40 EA

0028 Remove between 11 to 20 Trees (6 inches but < 12 inches) 40 EA

0029 Remove between 11 to 20 Trees (12 inches but < 24 inches) 40 EA

0030 Remove between 11 to 20 Trees (24 inches but < 36 inches) 40 EA

0031 Remove between 11 to 20 Trees Near Structure (6 inches) 40 EA

0032 Remove between 11 to 20 Trees Near Structure (6 inches but < 12 inches) 40 EA

0033 Remove between 21 to 50 Trees (6 inches)

40 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0034 Remove between 21 to 50 Trees (6 inches but < 12 inches) 40 EA

0035 Remove between 21 to 50 Trees (12 inches but < 24 inches) 40 EA

0036 Remove between 21 to 50 Trees (24 inches but < 36 inches) 40 EA

0037 Remove between 21 to 50 Trees Near Structure (6 inches) 40 EA

0038 Remove between 21 to 50 Trees Near Structure (6 inches but < 12 inches) 40 EA

0039 Clearing and Grubbing - Burning Allowed 100 AC

0040 Clearing and Grubbing - Offsite Removal 100 AC

0041 Clearing and Grubbing - for New Roads (Lay outside of R.O.W.) 100 AC

0042 Remove Shrub 10 EA

0043 Perform General Site Excavation with Cut/Fill Balance 10,000 CY

0044 Place Select Backfill from offsite borrow source 5,000 CY

0045 Offsite Disposal of Excess Excavated Material 5,000 CY

0046 Desilt Existing Storm Sewer and Structures

100 SY

0047 Install Geotextiles for Erosion Control 500 SY

0048 Install Soil Retention Blanket for Erosion Control 500 SY

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0049 Install Geogrid GB 265 for Soil Stabilization

500 SY

0050 Install Geogrid GB 350 for Soil Stabilization

500 SY

Install Geogrid GU 570 for Soil Stabilization

500 SY

Install Geogrid GU 950 for Soil Stabilization

500 SY

Install Geogrid GU 1900 for Soil Stabilization

500 SY

Install Geogrid GU 2500 for Soil Stabilization

500 SY

0055 Construct Type A Inlet 5 EA

0056 Construct Type B Inlet 5 EA

0057 Construct Type BB Inlet 5 EA

0058 Construct Type C-1 Inlet 5 EA

0059 Construct Type C-2 Inlet 5 EA

0060 Construct Type C-3 Inlet 5 EA

0061 Construct Type C-4 Inlet 5 EA

0062 Construct Type C-5 Inlet 5 EA

0063 Construct Type C-6 Inlet 5 EA

0064 Construct Type D Inlet 5 EA

0065 Construct Type A Beehive Inlet 5 EA

0066 Construct Type B Beehive Inlet 5 EA

0067 Construct Type C Beehive Inlet 5 EA

0068 Construct Concrete Headwall (12 - 18 inches) Pipe 10 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0069 Construct Concrete Headwall (24 - 30 inches) Pipe 5 EA

0070 Construct Concrete Headwall (36 - 48 inches) Pipe 5 EA

0071 Construct Ditch/Swale Inlet Structure 5 EA

0072 Construct Backslope Interceptor Structure

5 EA

0073 Construct Concrete Manhole (0 - 5 ft) depth

10 EA

0074 Construct Concrete Manhole (5 - 8 ft) depth

10 EA

0075 Construct Manhole Extra Depth (8 feet) 1 VF

0076 Install Manhole Frame and Cover 1 EA

0077 Install Inlet Frame and Grate 1 EA

0078 Adjust Inlet Ring and Grate to New Grade 1 EA

0079 Adjust Manhole Ring and Lid to New Grade

1 EA

0080 Install 18 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0081 Install 24 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0082 Install 36 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0083 Install 48 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0084 Install 18 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

BIDDING SCHEDULE

(To be attached to SF 1442)

FORT POLK, LOUISIANA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0085 Install 36 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0086 Install 48 inches RCP (0 - 6 ft) Cut in Satisfactory Soil 100 LF

0087 Install 18 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0088 Install 24 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0089 Install 36 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0090 Install 48 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0091 Install (18 inches) RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0092 Install 24 inches RCP (12 - 20 ft) Cut in Satisfactory Soil 100 LF

0093 Install 48 inches RCP (6 - 12 ft) Cut in Satisfactory Soil 100 LF

0094 Install 18 inches RCP (12-20 ft) Cut in Satisfactory Soil 100 LF

0095 Install 24 inches RCP (12 - 20 ft) Cut in Satisfactory Soil 100 LF

0096 Install 36 inches RCP (12 - 20 ft) Cut in Satisfactory Soil 100 LF

0097 Install 48 inches RCP (12 - 20 ft) Cut in Satisfactory Soil 100 LF

0098 Install (18 inches) RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0099 Install 24 inches RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

0100 Install 36 inches RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

0101 Install 48 inches RCP (0 - 6 ft) Cut in Unsatisfactory Soil 100 LF

0102 Install 18 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0103 Install 24 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0104 Install 36 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0105 Install 48 inches RCP (6 - 12 ft) Cut in Unsatisfactory Soil 100 LF

0106 Install 18 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

0107 Install 24 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

0108 Install 36 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0109 Install 48 inches RCP (12 - 20 ft) Cut in Unsatisfactory Soil 100 LF

Install 2 - 10 inches PVC Pipe (0 - 6 ft) Cut 100 LF

0111 Install (12 - 18 inches) PVC Pipe (0 - 6 ft) Cut 100 LF

0112 Install (24 inches) PVC Pipe (0 - 6 ft) Cut 100 LF

0113 Install (4 - 10 inches) PVC Pipe ((6 - 12 ft) Cut) 100 LF

0114 Install (12 - 18 inches) PVC Pipe ((6 - 12 ft) Cut) 65 LF

Install (24 inches) PVC Pipe ((6 - 12 ft) Cut) 100 LF

0116 Directional Boring (4 - 10 inches) PVC Pipe ((0 - 12 ft) Pit Depth) 100 LF

0117 Directional Boring (12 - 18 inches) PVC Pipe ((0 - 12 ft) Pit Depth) 100 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0118 Directional Boring (24 inches) PVC Pipe ((0 - 12 ft) Pit Depth) 100 LF

0119 Repair Asphaltic Concrete Pavement 300 SY

0120 Place less than (5,000 sy) Asphaltic Concrete Pavement ((2 inches)) 4000 SY

Place between (5000 & 10,000 sy) Asphaltic Concrete Pavement ((2 inches)) 8000 SY

0122 Place between (10,000 & 20,000 sy) Asphaltic Concrete Pavement (2 inches) 15,000 SY

Install Reinforced Concrete Curb and Gutter 20 LF

0124 Repair Reinforced Concrete Pavement 100 SY

0125 Construct Reinforced Concrete Pavement (6 inches) 100 SY

0126 Construct Reinforced Concrete Pavement (8 inches) 100 SY

0127 Construct Reinforced Concrete Pavement (10 inches) 100 SY

0128 Construct Reinforced Concrete Sidewalk 220 SY

Construct Sidewalk Underdrain and Cover 1 EA

0130 Construct Concrete Swale - Type A 100 LF

0131 Construct Concrete Swale - Type B 100 SF

0132 Construct Grass Swale 200 LF

0133 Construct Concrete Trapezoidal Ditch 100 SF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0134 Construct Grass Trapezoidal Ditch 100 SF

0135 Place less than (5000 sy) of Topsoil 4000 SY

0136 Place between (5000 & 10,000 sy) of Topsoil 8000 SY

0137 Place between (10,000 & 20,000 sy) of Topsoil 15,000 SY

0138 Place less than (5000 sy) of Hydromulch Seeding 4,000 SY

0139 Place between (5000 & 10,000 sy) of Hydromulch Seeding 8,000 SY

0140 Place between (10,000 & 20,000 sy) of Hydromulch Seeding 15,000 SY

0141 Place less than (5000 sy) for Establishment of Turf 4,000 SY

0142 Place between (5000 & 10,000 sy) for Establishment of Turf 8,000 SY

0143 Place between (10,000 & 20,000 sy) for Establishment of Turf 15,000 SY

0144 Place less than or equal to 1000 sy of Solid Bermuda Sodding 1000 SY

0145 Place greater than 1000 sy of Solid Bermuda Sodding 3000 SY

0146 Place less than or equal to 1000 sy of Solid Centipede Sodding 1000 SY

0147 Place greater than 1000 sy of Solid Centipede Sodding 3000 SY

FORT POLK, LOUISIANA

BIDDING SCHEDULE

(To be attached to SF 1442)

SOD

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0148 Place less than or equal to 1000 sy of Solid St. Augustine Sodding 1000 SY

0149 Place greater than 1000 sy of Solid St.

Augustine Sodding 3000 SY

0150 Point Repair Storm Sewer (12 -24 inches) 5 EA

0151 Point Repair Storm Sewer (30 - 54 inches)

5 EA

0152 Remove Chain Link Fence 1000 LF

0153 Install Chain Link Fence 1000 LF

0154 Install Chain Link Fence and Concrete Curb

1000 LF

0155 Remove Wooden Fence 100 LF

0156 Install Wooden Fence 100 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0157 Construct Type A Retaining Wall 500 LF

0158 Construct Type A Retaining Wall and Chain Link Fence 200 LF

0159 Construct Type B Retaining Wall and Chain Link Fence 200 LF

0160 Construct Type C Retaining Wall and Chain Link Fence 200 LF

0161 Construct Type D1 Retaining Wall 1000 LF

0162 Construct Type D2 Retaining Wall 1000 LF

0163 Construct Type D3 Retaining Wall 100 LF

0164 Construct Type E Retaining Wall at Offset Floor Slabs 100 LF

0165 Construct Drilled Shafts (12 inches) diameter 200 VF

0166 Construct Drilled Shafts (18 inches) diameter 200 VF

0167 Construct Drilled Shafts (24 inches) diameter 200 VF

0168 Place Rip Rap 500 CY

0169 Place Flexible Concrete Revetment 1000 SY

0170 Construct Reinforced Concrete Slope Paving (6 inches) 500 SY

0171 Seal Cracks in Existing Concrete Structures

100 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0172 Install Welded Steel Handrail 10 LF

0173 Place Miscellaneous Steel Reinforcing 2000 LB

0174 Place Miscellaneous Structural Concrete 40 CY

0175 Adjust Sanitary Sewer Cleanout to Grade 6 EA

0176 Install Sanitary Sewer Service Line 100 LF

0177 Install Water Service Line (3/4 - 1 1/2 inches) 100 LF

0178 Install Water Service Line (2 - 4 inches) 100 LF

0179 Install Gas Service Line (1/2 - 1 inch) 100 LF

0180 Install Gas Service Line (1 1/4 - 2 inches) 100 LF

0181 Place Splash Block 20 EA

0182 Plant Tree - Type A 5 EA

0183 Plant Tree - Type B 5 EA

0184 Plant Tree - Type C 5 EA

0185 Plant Tree - Type D 5 EA

0186 Plant Tree - Type E 5 EA

0187 Plant Tree - Type F 5 EA

0188 Remove and Transplant Tree w/3.3 ft Tree Spade 1 EA

0189 Remove and Transplant Tree w/5 ft Tree Spade 1 EA

0190 Remove and Transplant Tree w/7.5 ft Tree Spade 1 EA

0191 Plant Shrub - Type A 5 EA

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0192 Plant Shrub - Type B 5 EA

0193 Plant Shrub - Type C 5 EA

0194 Plant Shrub - Type D 5 EA

0195 Remove and Reinstall Playground Equipment 2 EA

0196 6 inches Crushed Aggregate Surface Course 50000 SY

0197 Separation/Filtration Geotextile Material 1000 SY

0198 10 inches Process Depth for Fine Grained Subgrade Material 10000 SY

0199 18 inches Process Depth for Course Grained Subgrade Material 10000 SY

0200 10 inches Process Subgrade Depth with 6-percent Lime by Volume 10000 SY

0201 18 inches Process Subgrade Depth with 6-percent Lime by Volume 10000 SY

0202 8 inches Process Subgrade Depth with 9-percent Portland Cement by volume 10000 SY

0203 10 inches Process Subgrade Depth with 9-percent Portland Cement by volume 10000 SY

0204 18 inches Process Subgrade Depth with 9-percent Portland Cement by volume 10000 SY

0205 Proof Rolling 5 AC

0206 Earthwork for Typical Roadways with Cut/Fill Balance 5 MI

(To be attached to SF 1442)

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ROAD CONSTRUCTION

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0207 Earthwork for Overtopping roadway Section with Cut/Fill Balance 4 MI

0208 Fill material from onsite borrow area (1 to 3 miles) haul 5000 CY

0209 Fill material from onsite borrow area (3 to 5 miles) haul 5000 CY

0210 Fill Material from Offsite Borrow Pit 5000 CY

0211 Overexcavate soft material and backfill with (24 inches) depth crushed rock 1000 SY

0212 (12 inches) Depth Concrete for Turning Pad or Hardened Bottom 1000 SY

0213 (18 inches) Depth Concrete Toe for Hardened Bottom Section 100 LF

0214 8 inches Depth Crushed Rock Base for Concrete Pavement 100 SY

0215 Guard Posts 50 EA

0216 Stream Gages 10 EA

0217 Silt Fences 1000 LF

0218 Traffic Signs 10 EA

0219 Culvert Headwall for (18 inches) Pipe 10 EA

0220 Culvert Headwall for (24 inches) Pipe 10 EA

0221 Culvert Headwall for (36 inches) Pipe 10 EA

0222 Culvert Headwall for (48 inches) Pipe 10 EA

0223 Culvert Headwall for (60 inches) Pipe 10 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0224 Cast In Place Reinforced Concrete Box Culvert Flared Wings 40 CY

0225 (18-inches) Crushed Rock Bedding for Box Culverts 100 SF

0226 (10 x 5 ft) Precast Box Culvert (2 ft) Fill 40 LF

0227 (10 x 7 ft) Precast Box Culvert (2 ft) Fill 40 LF

0228 (10 x 9 ft) Precast Box Culvert (2 ft) Fill 40 LF

0229 (10 x 5 ft) Precast Box Culvert (8 ft) Fill 40 LF

0230 (10 x 7 ft) Precast Box Culvert (8 ft) Fill 40 LF

0231 (10 x 9 ft) Precast Box Culvert (8 ft) Fill 40 LF

Grading of Existing Roads (18 to 30 ft) width 10 MI

0233 Grading of Road Ditches (up 20 ft width) 10 MI

0234 (18 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0235 (24 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0236 (36 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0237 (48 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0238 (60 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ROAD MAINTENANCE

MISCELLANEOUS WORK

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0239 (72 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0240 (96 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0241 (120 inches) Corrugated Metal Culvert Pipe - (20 ft) Joint 5 EA

0242 (18 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0243 (24 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0244 (36 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0245 (48 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0246 (60 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0247 (72 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0248 (96 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0249 (120 inches) Corrugated Metal Culvert Pipe - (30 ft) Joint 5 EA

0250 (18 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0251 (24 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0252 (36 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0253 (48 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0254 (60 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

BIDDING SCHEDULE

(To be attached to SF 1442)

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0255 (72 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0256 (96 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0257 (120 inches) Corrugated Metal Culvert Pipe - (40 ft) Joint 5 EA

0258 (12 inches) Corrugated Polyethlene Culvert Pipe 100 LF

0259 (18 inches) Corrugated Polyethlene Culvert Pipe 100 LF

0260 4-Strand Barb Wire Fence 100 LF

0261 Install 7 Foot Chain Link Security Fence 5000 LF

0262 Install 6 Foot Chain Link Security Fence 5000 LF

0263 7' Gates 4' to 8' Long 10 EA

0264 6' Gates 4' to 8' Long 10 EA

0265 7' Gates 8' to 12' Long 10 EA

0266 6' Gates 8' to 12' Long 10 EA

0267 7' Gates > 12' to 20' Long 10 EA

0268 6' Gates > 12' to 20' Long 10 EA

0269 Additional Grounding 50 EA

0270 Gate Keeper 50 EA

0271 Rod and Lock Keeper 50 EA

0272 Double Arm W/6 Strands of Barbed Wire 1000 LF

0273 Concrete Cores (4 x 12 inches) 100 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0274 Concrete Cores (8 x 12 inches) 100 EA

0275 Tack Weld Support Arms to Fence Post 5000 LF

0276 Concrete Wheel Stops 150 EA

0277 Place Asphalt Pavement (2") For Roadways (1-5 Miles)

Per Mile / Per 12 ft. Lane Width

0278 Place Asphalt Pavement (2") For Roadways (5 Miles And Over)

Per Mile / Per 12 ft. Lane Width

0279 Mill Existing Asphalt Pavement (2 inches) 1000 SY

0280 Mill Existing Asphalt Pavement (2 inches) 2000 SY

0281 Mill Existing Asphalt Pavement (2 inches) 3000 SY

0282 Mill Existing Asphalt Pavement for Roadways TBA SY

0283 Surface Preparation for Pavement Markings, including removal of existing pavement markings (1000 SF or less) 1000 SF

0284 Surface Preparation for Pavement Markings, including removal of existing pavement markings (between 1000 & 5000 SF)

3,000 SF

0285 Surface Preparation for Pavement Markings, including removal of existing pavement markings (5000 SF or less) 5000 SF

0286 4" Reflective Striping, Paint, in place. Color = White (500 LF or less) 500 LF

0287 4" Reflective Striping, Paint, in place. Color = White (greater than 500 LF) 1,000 LF

PAVEMENT MARKINGS

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0288 8" Reflective Striping, Paint, in place. Color = White (500 LF or less) 500 LF

0289 8" Reflective Striping, Paint, in place. Color = White (greater than 500 LF) 1,000 LF

0290 18" Reflective Striping, Paint, in place. Color = White (250 LF or less) 250 LF

0291 18" Reflective Striping, Paint, in place. Color = White (greater than 250 LF) 500 LF

0292 24" Reflective Striping, Paint, in place. Color = White (250 LF or less) 250 LF

0293 24" Reflective Striping, Paint, in place. Color = White (greater than 250 LF) 500 LF

0294 Misc Reflective Marking, Paint, in place.

Color = White (500 SF or less) 500 SF

0295 Misc Reflective Marking, Paint, in place.

Color = White (greater than 500 SF) 1,000 SF

0296 4" Reflective Striping, Paint, in place. Color = Yellow (500 LF or less) 500 LF

0297 4" Reflective Striping, Paint, in place. Color = Yellow (greater than 500 LF) 1,000 LF

0298 8" Reflective Striping, Paint, in place. Color = Yellow (500 LF or less) 500 LF

0299 8" Reflective Striping, Paint, in place. Color = Yellow (greater than 500 LF) 1,000 LF

0300 18" Reflective Striping, Paint, in place. Color = Yellow (250 LF or less) 250 LF

0301 18" Reflective Striping, Paint, in place. Color = Yellow (greater than 250 LF) 500 LF

0302 24" Reflective Striping, Paint, in place. Color = Yellow (250 LF or less) 250 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0303 24" Reflective Striping, Paint, in place. Color = Yellow (greater than 250 LF) 500 LF

0304 Misc Reflective Marking, Paint, in place.

Color = Yellow (500 SF or less) 500 SF

0305 Misc Reflective Marking, Paint, in place.

Color = Yellow (greater than 500 SF) 1,000 SF

0306 4" Non-reflective Striping, Paint, in place.

Color = White (500 LF or less) 500 LF

0307 4" Non-Reflective Striping, Paint, in place.

Color = White (greater than 500 LF) 1,000 LF

0308 8" Non-Reflective Striping, Paint, in place.

Color = White (500 LF or less) 500 LF

0309 8" Non-Reflective Striping, Paint, in place.

Color = White (greater than 500 LF) 1,000 LF

0310 18" Non-Reflective Striping, Paint, in place.

Color = White (250 LF or less) 250 LF

0311 18" Non-Reflective Striping, Paint, in place.

Color = White (greater than 250 LF) 500 LF

0312 24" Non-Reflective Striping, Paint, in place.

Color = White (250 LF or less) 250 LF

0313 24" Non-Reflective Striping, Paint, in place.

Color = White (greater than 250 LF) 500 LF

0314 Misc Non-Reflective Marking, Paint, in place. Color = White (500 SF or less) 500 SF

0315 Misc Non-Reflective Marking, Paint, in place. Color = White (greater than 500 SF) 1,000 SF

0316 4" Non-Reflective Striping, Paint, in place.

Color = Yellow (500 LF or less) 500 LF

0317 4" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 500 LF) 1,000 LF

0318 8" Non-Reflective Striping, Paint, in place.

Color = Yellow (500 LF or less) 500 LF

FORT POLK, LOUISIANA

BIDDING SCHEDULE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0319 8" Non-Reflective Striping, Paint, in place.

Color = Yellow (500 LF or less) 500 LF

0320 8" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 500 LF) 1,000 LF

0321 18" Non-Reflective Striping, Paint, in place.

Color = Yellow (250 LF or less) 250 LF

0322 18" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 250 LF) 500 LF

0323 24" Non-Reflective Striping, Paint, in place.

Color = Yellow (250 LF or less) 250 LF

0324 24" Non-Reflective Striping, Paint, in place.

Color = Yellow (greater than 250 LF) 500 LF

0325 Misc Non-Reflective Marking, Paint, in place. Color = Yellow (500 SF or less) 500 SF

0326 Misc Non-Reflective Marking, Paint, in place. Color = Yellow (greater than 500 SF) 500 SF

0327 4" Non-Reflective Striping, Paint, in place.

Color = Red (500 LF or less) 500 LF

0328 4" Non-Reflective Striping, Paint, in place.

Color = Red (greater than 500 LF) 1,000 LF

0329 Misc Non-Reflective Marking, Paint, in place. Color = Red (500 SF or less) 500 SF

0330 Misc Non-Reflective Marking, Paint, in place. Color = Red (greater than 500 SF) 500 SF

0331 4" Non-Reflective Striping, Paint, in place.

Color = Blue (500 LF or less) 500 LF

0332 4" Non-Reflective Striping, Paint, in place.

Color = Blue (greater than 500 LF) 1,000 LF

0333 Misc Non-Reflective Marking, Paint, in place. Color = Blue (500 SF or less) 500 SF

0334 Misc Non-Reflective Marking, Paint, in place. Color = Blue (greater than 500 SF) 500 SF

(To be attached to SF 1442)

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0335 4" Reflective Striping, thermoplastic compound, in place. Color = White (500 LF or less) 500 LF

0336 4" Reflective Striping, thermoplastic compound, in place. Color = White (greater than 500 LF) 1,000 LF

0337 4" Reflective Striping, thermoplastic compound, in place. Color = Yellow (500 LF or less) 500 LF

0338 4" Reflective Striping, thermoplastic compound, in place. Color = Yellow (greater than 500 LF) 1,000 LF

0339 Furnish and install raised pavement markers

500 EA

0340 Turn arrow, reflective white, in place 10 EA

0341 Straight arrow, reflective white, in place 10 EA

0342 Combination arrow, reflective white, in place

5 EA

0343 Words: 4 to 5 letters (4' high) 10 EA

0344 Words: 4 to 5 letters (2' high) 10 EA

0345 Handicap Parking Space 10 EA

0346 Handicap Parking Space (Van Accessible) 10 EA

0347 Install 12'-7" x 7'-4" Aluminum Box Culvert Structure 100 LF

0348 Install 20'-10" x 8'-1" Aluminum Box Culvert Structure 100 LF

0349 Install 30'-1" x 10'-7" Aluminum Box Culvert Structure 100 LF

0350 Install 34'-5" x 13'-1" Aluminum Box Culvert Structure 100 LF

BIDDING SCHEDULE

(To be attached to SF 1442)

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

ALUMINUM ARCHED BOX CULVERTS

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0351 Single Arm w/3 Strands of Barbed Wire 1000 LF

0352 6' Rolling Gates 8' Long 10 EA

0353 6' Rolling Gates 10' Long 10 EA

0354 6' Rolling Gates 12' Long 10 EA

0355 6' Rolling Gates 14' Long 10 EA

0356 6' Rolling Gates 16' Long 10 EA

0357 6' Rolling Gates 20' Long 10 EA

0358 6' Rolling Gates 24' Long 10 EA

0359 6' Rolling Gates 30' Long 10 EA

0360 7' Rolling Gates 8' Long 10 EA

0361 7' Rolling Gates 10' Long 10 EA

0362 7' Rolling Gates 12' Long 10 EA

0363 7' Rolling Gates 14' Long 10 EA

0364 7' Rolling Gates 16' Long 10 EA

0365 7' Rolling Gates 20' Long 10 EA

0366 7' Rolling Gates 24' Long 10 EA

0367 7' Rolling Gates 30' Long 10 EA

0368 Motorized Gate Operator for Rolling Gate

10 EA

INDEFINITE DELIVERY INDEFINITE QUANTITY CONTRACT FOR ROAD AND DRAINAGE

FORT POLK, LOUISIANA

ITEM ESTIMATED UNIT EST. EXTENDED

NO. DESCRIPTION QUANTITY UNIT PRICE AMOUNT

0369 Delineator Sign: This bid item is for the installation of delineator signs, poles shall be as per bid item 0218 Traffic Signs.

Height shall be 4’ to top of sign, and sign shall be standard type OM-3R or OM-3L.

10 EA

0370AA Performance Bond - $100,000 Payment Bond - $100,000 1 LS ********

0370AB Additional Bonding Per $1,000 to be specified on each Task Order 1000 1K

TOTAL BASE PERIOD BID (LINE ITEMS

0001 THRU 0370)

BIDDING SCHEDULE

(To be attached to SF 1442)

Solicitation No. W9126G-08-R-0219

BIDDING SCHEDULE (cont)

NOTES:

1. ARITHMETIC DISCREPANCIES (EFARS 14.407-2)

(a) For the purpose of initial evaluation of bids, the following will be utilized in resolving arithmetic discrepancies found on the face of the bidding schedule as submitted by bidders:

(1) Obviously misplaced decimal points will be corrected;

(2) In case of discrepancy between unit price and extended price, the unit price will govern;

(3) Apparent errors in extension of unit prices will be corrected; and

(4) Apparent errors in addition of lump-sum and extended prices will be corrected.

(b) For the purpose of bid evaluation, the Government will proceed on the assumption that the bidder intends his bid to be evaluated on the basis of the unit prices, the totals arrived at by resolution of arithmetic discrepancies as provided above and the bid will be so reflected on the abstract of bids.

(c) These correction procedures shall not be used to resolve any ambiguity concerning which bid is low.

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

3. Bidders must bid on all items.

4. Costs attributable to Division 01 - General Requirements are assumed to be prorated among bid items listed.

5. Responders are advised that this requirement may be delayed, cancelled or revised at any time during the solicitation, selection, evaluation, negotiation and/or final award process based on decisions related to DOD changes in force structure and disposition of the Armed Forces.

Solicitation No. W9126G-08-R-0219

BIDDING SCHEDULE (cont)

NOTES: (cont)

6. ABBREVIATIONS

For the purpose of this solicitation, the units of measure are represented as follows:

a. AC (acre)

b. CF (cubic feet)

c. CY (cubic yards)

d. EA (each)

e. HR (hour)

f. LB (pound)

g. LF (linear feet)

h. MI (mile)

i. SF (square feet)

j. SY (square yards)

END OF BIDDING SCHEDULE

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

LOCAL INSTRUCTIONS

Section 00 21 00 - Instructions, Conditions and Notices to Offerors

ProjNet / Dr. Checks Information

1. OFFEROR'S QUESTIONS AND COMMENTS

2. Bidder Inquiry

3. Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.projnet.org/projnet.

4. To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

5. From this page you may view all bidder inquiries or add inquiry.

6. Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

7. The Solicitation Number is:

W9126G-08-R-0219, IDIQ Fort Polk Louisiana IDIQ - Unrestricted Competition

8. The Bidder Inquiry Key is:

W9126G-08-R-0219, Fort Polk Louisiana, IDIQ – Key # is: JT77T8-LH2658

9. The Bidder Inquiry System will be unavailable for new inquires 5 days prior to proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

10. Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

11. The ProjNet call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

12. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

SECTION 00 21 00

INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

1.0 GENERAL INFORMATION

1.1 GENERAL DESCRIPTION OF WORK

1.2 ESTIMATED CONSTRUCTION COSTS

1.3 GOVERNMENT SECURITY REQUIREMENTS

1.4 COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

1.5 OFFEROR'S QUESTIONS AND COMMENTS

1.6 SMALL BUSINESS SIZE STANDARD/NAICS CODE

1.7 PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

1.8 PRE-PROPOSAL CONFERENCE

1.9 ACCURACY IN PROPOSALS

1.10 PROPOSAL SUBMITTALS

1.11 PROPOSAL FORMAT

1.12 JOINT VENTURE PROPOSAL REQUIREMENTS

1.13 SUBCONTRACTING PLAN/ SUBCONTRACTING GOALS REGARDING THE UTILIZATION OF

SMALL BUSINESS CONCERNS

1.0 GENERAL INFORMATION

1.1. GENERAL DESCRIPTION OF WORK: IDIQ for construction for roads and drainage work, primarily for Fort Polk, Louisiana, and military and civil projects within the US Army Corps of Engineers, Southwestern Division, geographic boundaries.

The scope of this IDIQ project consists of renovations and repairs to streets, parking lots and drainage systems for various buildings and sites located at Fort Polk, Louisiana. All work is site work, and includes new streets, parking lots, and drainage structures, repair and rehabilitation of existing streets and parking lots and drainage structures as well as any required site grading, sidewalks, fencing and drives as identified in the RFP plans and specifications for this project.

1.2. ESTMATED CONSTRUCTION COST

The estimated cost of construction is not to exceed $14, 900,000.00 for the base and option years.

1.3. GOVERNMENT SECURITY REQUIREMENTS

The Offeror(s) must ensure that ALL mail sent to the Fort Worth District, U.S. Army Corps of Engineers, either pre-contract or post-contract award, has a return mailing address on the outside of the envelope, package, box, etc.

ANY MAIL addressed to the U.S. Army Corps of Engineers, including but not limited to bids, modifications to bids, proposals, revised proposals, bonds, correspondence, etc., will be REJECTED by the US Army Corps of Engineers mail room facility located at PO Box 17300, Fort Worth, TX 76102-0300 if it does not contain a return mailing address. There will be no exceptions.

1.4. COPIES OF SOLICITATION DOCUMENTS AND AMENDMENTS

Copies of the solicitation and amendments are available by INTERNET ACCESS ONLY. All solicitation documents will be posted through the Army’s Single Face to Industry (AFSI) to the Federal Business Opportunities Website website at:

http://www.fbo.gov

It shall be the contractor’s responsibility to check the websites for any amendments. The offeror shall submit in the proposal all requested information specified in this solicitation. There will be no public opening of the proposals received as a result of this solicitation.

A list of interested vendors (potential offerors and subcontractors) is available on the federal business opportunities web site (registration required) is available at: http://www.fbo.gov/ via Quick Search (Solicitation No. W9126G- 08-R-0219).

1.5. OFFEROR'S QUESTIONS AND COMMENTS

1.5.1 Bidder Inquiry

1.5.1.1 Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.projnet.org/projnet.

1.5.1.1.1 To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system. To self-register go to web page, click BID tab select Bidder Inquiry, select agency USACE, enter Key for this solicitation listed below, and your e-mail address, click login. Fill in all required information and click create user. Verify that information on next screen is correct and click continue.

1.5.1.1.2 From this page you may view all bidder inquiries or add inquiry.

1.5.1.1.3 Bidders will receive an acknowledgement of their question via email, followed by an answer to their question after it has been processed by our technical team.

1.5.1.1.4 The Solicitation Number is : W9126G-08-R-0219

1.5.1.1.5 The Bidder Inquiry Key is: JT77T8-LH2658

1.5.1.2 The Bidder Inquiry System will be unavailable for new inquires 5 days prior to proposal submission in order to ensure adequate time is allotted to form an appropriate response and amend the solicitation, if necessary.

1.5.1.3 Offerors are requested to review the specification in its entirety, review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

1.5.1.4 The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the Call Center is 800-428-HELP.

1.5.1.5 Offers will NOT be publicly opened. Information concerning the status of the evaluation and/or award will NOT be available after receipt of proposals.

1.6. SMALL BUSINESS SIZE STANDARD/NAICS CODE

NAICS Code is 237310; see Section 00 45 00, FAR 52.219-1 for the small business size standard.

1.7. PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

This Request for Proposal (RFP) does not commit the Government to pay, as a direct charge, any costs incurred in the preparation and submission of a proposal.

1.8. PRE-PROPOSAL CONFERENCE / SITE VISIT

Please email Ms. Charlotte Cramer if you are interested in a site visit.

Email address is Charlotte.Cramer@usace.army.mil

The Government does not have a pre-proposal conference / site visit set up at this time.

1.9. ACCURACY IN PROPOSALS

Proposals must set forth full, accurate, and complete information as required by this RFP, (including attachments).

The penalty for making false statements is prescribed in 18 U.S.C. 1001.

1.10. PROPOSAL SUBMITTALS

Due to heightened security at Government installations, those offerors who have their proposals hand-delivered shall contact the following Contract Specialist Point of Contact for this solicitation:

Ms. Cramer at Charlotte.Cramer@usace.army.mil

Ms. Cramer’s telephone number is 817-886-1082. Email is the preferred method of communication for record.

If Ms. Cramer is not available please call the Contracting Officer, Kenneth Carleton, at 817-886-1084.

Deliver to the address shown below on the date and time specified on Standard Form SF 1442, Page 1, Item 9, a Contracting representative will be in the lobby to accept proposals. At the time specified on Standard Form SF 1442, Page 1, Item 9, it will be announced that receipt of proposals is closed. Official time will be established by the clock located in the area where the proposals are received. Recent terrorist threats have resulted in more time-consuming sign-in and escort procedures and may impact the timely delivery of offers. See FAR 52.215-1 for rules concerning late proposals.

As stated on Standard Form SF 1442: Proposals will be received until 2:00 PM CST on 3 September 2008 at:

U.S. Army Corps of Engineers, Fort Worth District

ATTN: Ms. Charlotte Cramer

819 Taylor Street, Room 2A19

Fort Worth, TX 76102-0300

The Packaging that contains the Proposals shall be marked:

”Proposals for Solicitation Number: W9126G-08-R-0219”

1.11. PROPOSAL FORMAT

a Written materials: 8 ½” x 11” format, using 10 point or larger font size, in bound volumes, using 3-ring binders (except that Pro Forma material and price proposal shall be submitted in a closed manila envelope. Each bound volume will contain a Title Sheet on the cover for ready identification of the proposal and a full table of contents, separated by Tabs, as prescribed herein

(i) The prime, consortium, or joint venture’s name, address, a signature of the official that can bind the firm and a telephone number shall appear in the lower left corner of the title page of any document/volume to be evaluated.

(ii) Volume number, section and date submitted shall appear in the bottom right corner of each page (along with the revision number for the amended page, if necessary).

(a) Drawing sheets: Up to 22” x 34” is acceptable for full size drawings. Half-size sheets are also acceptable.

(b) Electronic Format: Provide two CDs in read-only format, preferably using .pdf files. All price breakdown information to aide in the price evaluation shall be submitted in Excel format with formulas and totals on each line and column appropriate.

(c) Number of copies: Submit one original and Four (4) copies of drawings and printed matter (Bound Volumes), as well as Two (2) CDs.

1.12. JOINT VENTURE PROPOSAL REQUIREMENTS

When proposing as a joint venture, all members of the joint venture shall sign the SF 1442 and the bid bond unless a written agreement by the joint venture is furnished with the proposal designating one firm with the authority to bind the other member(s) of the joint venture.