A.07.24_W9123718R0004_-_0002_FBO.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

U.S. Army Corps of Engineers Dam Safety Modif ication Mandatory Center of Expertise National Inland Floating Plant and Land Drilling Services.

Due to a change in Government needs, the Price Breakout Schedule, the Performance Work Statement and Section H are hereby revised as highlighted. The Performance Work Statement has been revised only for clarif ication purposes.

Date for receipt of proposals is 9 November 2018.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 90

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 19-Oct-2018

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9123718R0004

X 9B. DATED (SEE ITEM 11)

18-Sep-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Oct-2018

CODE

USACE, CONTRACTING BRANCH

ALLISON LEWIS, 502 8TH STREET

HUNTINGTON WV 25701

W91237 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9123718R0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION B - SUPPLIES OR SERVICES AND PRICES

The following have been added by full text:

PRICE BREAKOUT SCHEDULE_REV01

NATIONAL INLAND FLOATING PLANT AND LAND DRILLING SERVICES

REVISED PRICE BREAKOUT SCHEDULE

NOTE: The quantities listed in the price breakout schedule are approximate and are provided as information only to assist in the preparation of proposals. The quantities are not guaranteed and the actual quantities provided under this contract shall not be justification for modification to the contract for additional payment above the amount negotiated on individual Task Orders.

In reference to FAR Clause 52.217-5, Evaluation of Options, the Government will evaluate offers for award purposes by adding the total price for all option periods to the total price for the base period. A target of 2 contracts may be awarded with a shared capacity amount not-to-exceed $20M. It should be noted given the significant contingencies in the estimated quantities, if awarded a contract for this requirement, the offeror's proposed overall total price (base period and all option periods) will not be reflective of the contract value for this procurement.

In accordance with FAR Clause 52.217-8, Option to Extend Services, the rates to be used during the continued performance of any services will be the rates in effect at the time of the extension and will be evaluated at the time of contract award.

BASE PERIOD

Item DESCRIPTION UNIT EST

QTY

U/P Estimated Price

0001 Overburden Drilling without Sampling LF 250 Drive Sampling without HS Augers:

0002 0-60 Feet LF 125 0003 60-120 Feet LF 50 0004 120-400 Feet LF 20

Drive Sampling with HS Augers:

0005 0-60 Feet LF 125 0006 60-120 Feet LF 50 0007 120-400 Feet LF 25

General Sampling 0008 Undisturbed Sampling 3" EA 10 0009 Undisturbed Sampling 5" EA 15 0010 Drilling in Rock and Concrete without

Sampling

LF

0011 Drilling in reinforced concrete without

0012 Coring in Rock and Concrete, 2.125" or Conventional Cores

0013 Coring in rock and concrete, NQ Wireline

0014 Coring in reinforced concrete, 2.125" or NQ Wireline

0015 Coring in rock and concrete, Vertical 4" LF 300 0016 Coring in rock and concrete, 4" Nominal PQ

0017 Coring in reinforced concrete, 4" or PQ

0018 Coring in rock and concrete, 6" cores LF 75 0019 Coring in reinforced concrete, 6" cores LF 25 0020 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet LF 50 0021 Sonic Drilling, in Soil, 4" Nominal, 200-400

Feet

0022 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet LF 50 0023 Sonic Drilling, in Soil, 8" Nominal, 200-400

0024 Sonic Drilling, in Rock, 4" Nominal, 0-200

TBN

0025 Sonic Drilling, in Rock, 4" Nominal, 200-400

0026 Sonic Drilling, in Rock, 8" Nominal, 0-200

0027 Sonic Drilling, in Rock, 8" Nominal, 200-400

Instrumentation 0028 Piezometer Installation - Regular EA 8 0029 Piezometer Installation - Flush Mount EA 8 0030 Piezometer Surface Protection Rehab EA 4 0031 Inclinometer Installation EA 4 0032 Surface Displacement Monument EA 4

Other 0033 Directed Installation of Casing LF 10 0034 Cribbing Construction HR 100 0035 Flagger HR 100 0036 Movement of Equipment MI 1000 0037 Mob/Demob of Drill Rig (Land) EA 10 0038 Mob/Demob of Drill Rig (Sonic) EA 10 0039 Mob & Demob of ATV Rig EA 10 0040 Surveying EA 10 0041 Geophysical Logging Mobilization EA 20 0042 Geophysical Logging Video LF 2000 0043 Geophysical Logging Acoustic LF 2000 0044 Geophysical Logging Acoustic and Video LF 2000

Floating Plant 0045 Overburden Drilling without Sampling LF 50

Drive Sampling without HS Augers:

0046 0-60 feet LF 125 0047 60-120 feet LF 50 0048 120-400 feet LF 25

Drive Sampling with HS Augers:

0049 0-60 feet LF 125 0050 60-120 feet LF 50 0051 120-400 feet LF 25

General Sampling 0052 Drilling in rock and concrete without sampling

0053 Drilling in reinforced concrete without sampling

0054 Coring in rock and concrete, 2.125" conventional cores

0055 Coring in rock and concrete, NQ Wireline LF 500 0056 Coring in reinforced concrete, 2.125" or NQ

0057 Coring in rock and concrete, Vertical 4" LF 500 0058 Coring in rock and concrete, 4" Nominal PQ

0059 Coring in reinforced concrete, 4" or PQ

0060 Coring in rock and concrete, 6" cores LF 500 0061 Coring in reinforced concrete, 6" cores LF 500 0062 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet

To Be Negotiated

0063 Sonic Drilling, in Soil, 4" Nominal, 200-400

0064 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet To Be Negotiated 0065 Sonic Drilling, in Soil, 8" Nominal, 200-400

0066 Sonic Drilling, in Rock, 4" Nominal, 0-200

0067 Sonic Drilling, in Rock, 4" Nominal, 200-400

0068 Sonic Drilling, in Rock, 8" Nominal, 0-200

0069 Sonic Drilling, in Rock, 8" Nominal, 200-400

Other 0070 Movement of Equipment MI 825 0071 Surveying EA 10 0072 Mobilization and Demobilization of Helper

Boat

EA

0073 Mob/Demob of Floating Plant EA 5 0074 Floating Plant DA 100 0075 Helper Boat 1 DA 100 0076 Helper Boat 2 DA 0 0077 Geophysical Logging Mobilization EA 20 0078 Geophysical Logging Video LF 1000 0079 Geophysical Logging Acoustic LF 1000 0080 Geophysical Logging Acoustic and Video LF 1000

Combined Other

0081 Security Clearance & Training EA 50 0082 Inspection Registered Professional SH 500 0083 Inspection non-Registered Professional TBN 0 0084 Other Direct costs (to be negotiated) To Be Negotiated 0085 gINT Logs EA 200 0086 Mileage To Be Negotiated 0087 Energy Calibration of Hammers EA 3 0088 Hydraulic Pressure Test Abbreviated EA 350 0089 Hydraulic Pressure Test Standard EA 500

TOTAL BASE PERIOD:

OPTION PERIOD ONE

QTY

U/P Estimated Price

1001 Overburden Drilling without Sampling LF 250 Drive Sampling without HS Augers:

1002 0-60 Feet LF 125 1003 60-120 Feet LF 50 1004 120-400 Feet LF 20

Drive Sampling with HS Augers:

1005 0-60 Feet LF 125 1006 60-120 Feet LF 50 1007 120-400 Feet LF 25

General Sampling 1008 Undisturbed Sampling 3" EA 10 1009 Undisturbed Sampling 5" EA 15 1010 Drilling in Rock and Concrete without

1011 Drilling in reinforced concrete without

1012 Coring in Rock and Concrete, 2.125" or

1013 Coring in rock and concrete, NQ Wireline

1014 Coring in reinforced concrete, 2.125" or NQ

1015 Coring in rock and concrete, Vertical 4" LF 300 1016 Coring in rock and concrete, 4" Nominal PQ

1017 Coring in reinforced concrete, 4" or PQ

1018 Coring in rock and concrete, 6" cores LF 75 1019 Coring in reinforced concrete, 6" cores LF 25 1020 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet LF 50 1021 Sonic Drilling, in Soil, 4" Nominal, 200-400

1022 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet LF 50

1023 Sonic Drilling, in Soil, 8" Nominal, 200-400

1024 Sonic Drilling, in Rock, 4" Nominal, 0-200

1025 Sonic Drilling, in Rock, 4" Nominal, 200-400

1026 Sonic Drilling, in Rock, 8" Nominal, 0-200

1027 Sonic Drilling, in Rock, 8" Nominal, 200-400

1028 Piezometer Installation - Regular EA 8 1029 Piezometer Installation - Flush Mount EA 8 1030 Piezometer Surface Protection Rehab EA 4 1031 Inclinometer Installation EA 4 1032 Surface Displacement Monument EA 4

Other 1033 Directed Installation of Casing LF 10 1034 Cribbing Construction HR 100 1035 Flagger HR 100 1036 Movement of Equipment MI 1000 1037 Mob/Demob of Drill Rig (Land) EA 10 1038 Mob/Demob of Drill Rig (Sonic) EA 10 1039 Mob & Demob of ATV Rig EA 10 1040 Surveying EA 10 1041 Geophysical Logging Mobilization EA 20 1042 Geophysical Logging Video LF 2000 1043 Geophysical Logging Acoustic LF 2000 1044 Geophysical Logging Acoustic and Video LF 2000

Floating Plant 1045 Overburden Drilling without Sampling LF 50

Drive Sampling without HS Augers:

1046 0-60 feet LF 125 1047 60-120 feet LF 50 1048 120-400 feet LF 25

Drive Sampling with HS Augers:

1049 0-60 feet LF 125 1050 60-120 feet LF 50 1051 120-400 feet LF 25

General Sampling 1052 Drilling in rock and concrete without sampling

1053 Drilling in reinforced concrete without

1054 Coring in rock and concrete, 2.125"

1055 Coring in rock and concrete, NQ Wireline LF 500 1056 Coring in reinforced concrete, 2.125" or NQ

1057 Coring in rock and concrete, Vertical 4" LF 500 1058 Coring in rock and concrete, 4" Nominal PQ

1059 Coring in reinforced concrete, 4" or PQ

1060 Coring in rock and concrete, 6" cores LF 500 1061 Coring in reinforced concrete, 6" cores LF 500 1062 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet To Be Negotiated 1063 Sonic Drilling, in Soil, 4" Nominal, 200-400

1064 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet To Be Negotiated 1065 Sonic Drilling, in Soil, 8" Nominal, 200-400

1066 Sonic Drilling, in Rock, 4" Nominal, 0-200

1067 Sonic Drilling, in Rock, 4" Nominal, 200-400

1068 Sonic Drilling, in Rock, 8" Nominal, 0-200

1069 Sonic Drilling, in Rock, 8" Nominal, 200-400

1070 Movement of Equipment MI 825 1071 Surveying EA 10 1072 Mobilization and Demobilization of Helper

1073 Mob/Demob of Floating Plant EA 5 1074 Floating Plant DA 100 1075 Helper Boat 1 DA 100 1076 Helper Boat 2 DA 0 1077 Geophysical Logging Mobilization EA 20 1078 Geophysical Logging Video LF 1000 1079 Geophysical Logging Acoustic LF 1000 1080 Geophysical Logging Acoustic and Video LF 1000

Combined Other 1081 Security Clearance & Training EA 50 1082 Inspection Registered Professional SH 500 1083 Inspection non-Registered Professional TBN 0 1084 Other Direct costs (to be negotiated) To Be Negotiated 1085 gINT Logs EA 200 1086 Mileage To Be Negotiated 1087 Energy Calibration of Hammers EA 3 1088 Hydraulic Pressure Test Abbreviated EA 350 1089 Hydraulic Pressure Test Standard EA 500

TOTAL OPTION PERIOD ONE:

OPTION PERIOD TWO

QTY

U/P Estimated Price

2001 Overburden Drilling without Sampling LF 250 Drive Sampling without HS Augers:

2002 0-60 Feet LF 125 2003 60-120 Feet LF 50 2004 120-400 Feet LF 20

Drive Sampling with HS Augers:

2005 0-60 Feet LF 125 2006 60-120 Feet LF 50 2007 120-400 Feet LF 25

General Sampling 2008 Undisturbed Sampling 3" EA 10 2009 Undisturbed Sampling 5" EA 15 2010 Drilling in Rock and Concrete without

2011 Drilling in reinforced concrete without

2012 Coring in Rock and Concrete, 2.125" or

2013 Coring in rock and concrete, NQ Wireline LF 300 2014 Coring in reinforced concrete, 2.125" or NQ

2015 Coring in rock and concrete, Vertical 4" LF 300 2016 Coring in rock and concrete, 4" Nominal PQ

2017 Coring in reinforced concrete, 4" or PQ

2018 Coring in rock and concrete, 6" cores LF 75 2019 Coring in reinforced concrete, 6" cores LF 25 2020 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet LF 50 2021 Sonic Drilling, in Soil, 4" Nominal, 200-400

2022 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet LF 50 2023 Sonic Drilling, in Soil, 8" Nominal, 200-400

2024 Sonic Drilling, in Rock, 4" Nominal, 0-200

2025 Sonic Drilling, in Rock, 4" Nominal, 200-400

2026 Sonic Drilling, in Rock, 8" Nominal, 0-200

2027 Sonic Drilling, in Rock, 8" Nominal, 200-400

2028 Piezometer Installation - Regular EA 8 2029 Piezometer Installation - Flush Mount EA 8 2030 Piezometer Surface Protection Rehab EA 4

2031 Inclinometer Installation EA 4 2032 Surface Displacement Monument EA 4

Other 2033 Directed Installation of Casing LF 10 2034 Cribbing Construction HR 100 2035 Flagger HR 100 2036 Movement of Equipment MI 1000 2037 Mob/Demob of Drill Rig (Land) EA 10 2038 Mob/Demob of Drill Rig (Sonic) EA 10 2039 Mob & Demob of ATV Rig EA 10 2040 Surveying EA 10 2041 Geophysical Logging Mobilization EA 20

2042 Geophysical Logging Video LF 2000 2043 Geophysical Logging Acoustic LF 2000 2044 Geophysical Logging Acoustic and Video LF 2000

Floating Plant 2045 Overburden Drilling without Sampling LF 50

Drive Sampling without HS Augers:

2046 0-60 feet LF 125 2047 60-120 feet LF 50 2048 120-400 feet LF 25

Drive Sampling with HS Augers:

2049 0-60 feet LF 125 2050 60-120 feet LF 50 2051 120-400 feet LF 25

General Sampling 2052 Drilling in rock and concrete without sampling

2053 Drilling in reinforced concrete without

2054 Coring in rock and concrete, 2.125"

2055 Coring in rock and concrete, NQ Wireline LF 500 2056 Coring in reinforced concrete, 2.125" or NQ

2057 Coring in rock and concrete, Vertical 4"

2058 Coring in rock and concrete, 4" Nominal PQ

2059 Coring in reinforced concrete, 4" or PQ

2060 Coring in rock and concrete, 6" cores LF 500 2061 Coring in reinforced concrete, 6" cores LF 500 2062 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet To Be Negotiated 2063 Sonic Drilling, in Soil, 4" Nominal, 200-400

2064 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet To Be Negotiated

2065 Sonic Drilling, in Soil, 8" Nominal, 200-400

2066 Sonic Drilling, in Rock, 4" Nominal, 0-200

2067 Sonic Drilling, in Rock, 4" Nominal, 200-400

2068 Sonic Drilling, in Rock, 8" Nominal, 0-200

2069 Sonic Drilling, in Rock, 8" Nominal, 200-400

2070 Movement of Equipment MI 825 2071 Surveying EA 10 2072 Mobilization and Demobilization of Helper

Boat

EA 2

2073 Mob/Demob of Floating Plant EA 5 2074 Floating Plant DA 100 2075 Helper Boat 1 DA 100 2076 Helper Boat 2 DA 50

2077 Geophysical Logging Mobilization EA 20 2078 Geophysical Logging Video LF 1000 2079 Geophysical Logging Acoustic LF 1000 2080 Geophysical Logging Acoustic and Video LF 1000

Combined Other 2081 Security Clearance & Training EA 50 2082 Inspection Registered Professional SH 500 2083 Inspection non-Registered Professional TBN 0 2084 Other Direct costs (to be negotiated) To Be Negotiated

2085 gINT Logs EA 200 2086 Mileage To Be Negotiated 2087 Energy Calibration of Hammers EA 3 2088 Hydraulic Pressure Test Abbreviated EA 350 2089 Hydraulic Pressure Test Standard EA 500

TOTAL OPTION PERIOD TWO:

OPTION PERIOD THREE

QTY

U/P Estimated Price

3001 Overburden Drilling without Sampling

Drive Sampling without HS Augers:

3002 0-60 Feet LF 125 3003 60-120 Feet LF 50 3004 120-400 Feet LF 20

3005 0-60 Feet LF 125 3006 60-120 Feet LF 50 3007 120-400 Feet LF 25

General Sampling 3008 Undisturbed Sampling 3" EA 10 3009 Undisturbed Sampling 5" EA 15 3010 Drilling in Rock and Concrete without

3011 Drilling in reinforced concrete without

3012 Coring in Rock and Concrete, 2.125" or

3013 Coring in rock and concrete, NQ Wireline LF 300 3014 Coring in reinforced concrete, 2.125" or NQ

3015 Coring in rock and concrete, Vertical 4" LF 300 3016 Coring in rock and concrete, 4" Nominal PQ

3017 Coring in reinforced concrete, 4" or PQ

3018 Coring in rock and concrete, 6" cores LF 75 3019 Coring in reinforced concrete, 6" cores LF 25 3020 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet LF 50 3021 Sonic Drilling, in Soil, 4" Nominal, 200-400

3022 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet LF 50 3023 Sonic Drilling, in Soil, 8" Nominal, 200-400

3024 Sonic Drilling, in Rock, 4" Nominal, 0-200

3025 Sonic Drilling, in Rock, 4" Nominal, 200-400

3026 Sonic Drilling, in Rock, 8" Nominal, 0-200

3027 Sonic Drilling, in Rock, 8" Nominal, 200-400

3028 Piezometer Installation - Regular EA 8 3029 Piezometer Installation - Flush Mount EA 8 3030 Piezometer Surface Protection Rehab EA 4 3031 Inclinometer Installation EA 4 3032 Surface Displacement Monument EA 4

Other 3033 Directed Installation of Casing LF 10 3034 Cribbing Construction HR 100 3035 Flagger HR 100 3036 Movement of Equipment MI 1000 3037 Mob/Demob of Drill Rig (Land) EA 10 3038 Mob/Demob of Drill Rig (Sonic) EA 10

3039 Mob & Demob of ATV Rig EA 10 3040 Surveying EA 10 3041 Geophysical Logging Mobilization EA 20 3042 Geophysical Logging Video LF 2000 3043 Geophysical Logging Acoustic LF 2000 3044 Geophysical Logging Acoustic and Video LF 2000

Floating Plant 3045 Overburden Drilling without Sampling LF 50

Drive Sampling without HS Augers:

3046 0-60 feet LF 125 3047 60-120 feet LF 50 3048 120-400 feet LF 25

Drive Sampling with HS Augers:

3049 0-60 feet LF 125 3050 60-120 feet LF 50 3051 120-400 feet LF 25

General Sampling 3052 Drilling in rock and concrete without sampling

3053 Drilling in reinforced concrete without

3054 Coring in rock and concrete, 2.125"

3055 Coring in rock and concrete, NQ Wireline LF 500 3056 Coring in reinforced concrete, 2.125" or NQ

3057 Coring in rock and concrete, Vertical 4" LF 500 3058 Coring in rock and concrete, 4" Nominal PQ

3059 Coring in reinforced concrete, 4" or PQ

3060 Coring in rock and concrete, 6" cores LF 500 3061 Coring in reinforced concrete, 6" cores LF 500 3062 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet To Be Negotiated 3063 Sonic Drilling, in Soil, 4" Nominal, 200-400

3064 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet To Be Negotiated 3065 Sonic Drilling, in Soil, 8" Nominal, 200-400

3066 Sonic Drilling, in Rock, 4" Nominal, 0-200

3067 Sonic Drilling, in Rock, 4" Nominal, 200-400

3068 Sonic Drilling, in Rock, 8" Nominal, 0-200

3069 Sonic Drilling, in Rock, 8" Nominal, 200-400

3070 Movement of Equipment MI 825

3071 Surveying EA 10 3072 Mobilization and Demobilization of Helper

3073 Mob/Demob of Floating Plant EA 5 3074 Floating Plant DA 100 3075 Helper Boat 1 DA 100 3076 Helper Boat 2 DA 0 3077 Geophysical Logging Mobilization EA 20 3078 Geophysical Logging Video LF 1000 3079 Geophysical Logging Acoustic LF 1000 3080 Geophysical Logging Acoustic and Video LF 1000

Combined Other 3081 Security Clearance & Training EA 50 3082 Inspection Registered Professional SH 500 3083 Inspection non-Registered Professional TBN 0 3084 Other Direct costs (to be negotiated) To Be Negotiated 3085 gINT Logs EA 200 3086 Mileage To Be Negotiated 3087 Energy Calibration of Hammers EA 3 3088 Hydraulic Pressure Test Abbreviated EA 350 3089 Hydraulic Pressure Test Standard EA 500

TOTAL OPTION PERIOD THREE:

OPTION PERIOD FOUR

QTY

U/P Estimated Price

4001 Overburden Drilling without Sampling LF 250 Drive Sampling without HS Augers:

4002 0-60 Feet LF 125 4003 60-120 Feet LF 50 4004 120-400 Feet LF 20

Drive Sampling with HS Augers:

4005 0-60 Feet LF 125 4006 60-120 Feet LF 50 4007 120-400 Feet LF 25

General Sampling 4008 Undisturbed Sampling 3" EA 10 4009 Undisturbed Sampling 5" EA 15 4010 Drilling in Rock and Concrete without

4011 Drilling in reinforced concrete without

4012 Coring in Rock and Concrete, 2.125" or

4013 Coring in rock and concrete, NQ Wireline LF 300

4014 Coring in reinforced concrete, 2.125" or NQ

4015 Coring in rock and concrete, Vertical 4" LF 300 4016 Coring in rock and concrete, 4" Nominal PQ

4017 Coring in reinforced concrete, 4" or PQ

4018 Coring in rock and concrete, 6" cores LF 75 4019 Coring in reinforced concrete, 6" cores LF 25 4020 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet LF 50 4021 Sonic Drilling, in Soil, 4" Nominal, 200-400

4022 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet LF 50 4023 Sonic Drilling, in Soil, 8" Nominal, 200-400

4024 Sonic Drilling, in Rock, 4" Nominal, 0-200

4025 Sonic Drilling, in Rock, 4" Nominal, 200-400

4026 Sonic Drilling, in Rock, 8" Nominal, 0-200

4027 Sonic Drilling, in Rock, 8" Nominal, 200-400

4028 Piezometer Installation - Regular EA 8 4029 Piezometer Installation - Flush Mount EA 8 4030 Piezometer Surface Protection Rehab EA 4 4031 Inclinometer Installation EA 4 4032 Surface Displacement Monument EA 4

Other 4033 Directed Installation of Casing LF 10 4034 Cribbing Construction HR 100 4035 Flagger HR 100 4036 Movement of Equipment MI 1000 4037 Mob/Demob of Drill Rig (Land) EA 10 4038 Mob/Demob of Drill Rig (Sonic) EA 10 4039 Mob & Demob of ATV Rig EA 10 4040 Surveying EA 10 4041 Geophysical Logging Mobilization EA 20 4042 Geophysical Logging Video LF 2000 4043 Geophysical Logging Acoustic LF 2000 4044 Geophysical Logging Acoustic and Video LF 2000

Floating Plant 4045 Overburden Drilling without Sampling LF 50

Drive Sampling without HS Augers:

4046 0-60 feet LF 125 4047 60-120 feet LF 50 4048 120-400 feet LF 25

4049 0-60 feet LF 125 4050 60-120 feet LF 50 4051 120-400 feet LF 25

General Sampling

4052 Drilling in rock and concrete without sampling

4053 Drilling in reinforced concrete without

4054 Coring in rock and concrete, 2.125"

4055 Coring in rock and concrete, NQ Wireline LF 500 4056 Coring in reinforced concrete, 2.125" or NQ

4057 Coring in rock and concrete, Vertical 4" LF 500 4058 Coring in rock and concrete, 4" Nominal PQ

4059 Coring in reinforced concrete, 4" or PQ

4060 Coring in rock and concrete, 6" cores LF 500 4061 Coring in reinforced concrete, 6" cores LF 500 4062 Sonic Drilling, in Soil, 4" Nominal, 0-200 Feet

4063 Sonic Drilling, in Soil, 4" Nominal, 200-400

4064 Sonic Drilling, in Soil, 8" Nominal, 0-200 Feet To Be Negotiated 4065 Sonic Drilling, in Soil, 8" Nominal, 200-400

4066 Sonic Drilling, in Rock, 4" Nominal, 0-200

4067 Sonic Drilling, in Rock, 4" Nominal, 200-400

4068 Sonic Drilling, in Rock, 8" Nominal, 0-200

4069 Sonic Drilling, in Rock, 8" Nominal, 200-400

Movement of Equipment

MI

4071 Surveying

4072 Mobilization and Demobilization of Helper

4073 Mob/Demob of Floating Plant EA 5 4074 Floating Plant DA 100 4075 Helper Boat 1 DA 100

4076 Helper Boat 2 DA 0 4077 Geophysical Logging Mobilization EA 20 4078 Geophysical Logging Video LF 1000 4079 Geophysical Logging Acoustic LF 1000 4080 Geophysical Logging Acoustic and Video

Combined Other

4081 Security Clearance & Training EA 50 4082 Inspection Registered Professional SH 500 4083 Inspection non-Registered Professional TBN 0 4084 Other Direct costs (to be negotiated) To Be Negotiated 4085 gINT Logs EA 200 4086 Mileage To Be Negotiated 4087 Energy Calibration of Hammers EA 3 4088 Hydraulic Pressure Test Abbreviated EA 350 4089 Hydraulic Pressure Test Standard

TOTAL OPTION PERIOD FOUR

GRAND TOTAL: BASE and ALL OPTION PERIODS _______________

Legend: TBN = To Be Negotiated DA = Day HR = Hour LF = Linear Feet MI = Miles EA = Each SH = Shift

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

The following have been added by full text:

PWS_REV01

U.S. ARMY CORPS OF ENGINEERS (USACE) DAM SAFETY MODIFICATION MANDATORY

CENTER OF EXPERTISE (DSMMCX) NATIONAL INLAND FLOATING PLANT AND LAND

DRILLING SERVICES - REVISED

1. CHARACTER AND EXTENT OF SERVICES

This contract is for use by the U.S. Army Corps of Engineers (USACE) Dam Safety Modification Mandatory Center of Expertise (MCX), the Great Lakes and Ohio River Division (LRD), and other Districts and Divisions within the continental United States granted capacity by the Contracting Officer. The Contractor shall perform all or part of the services described in these specifications, and those added by Task Orders that fall within the scope of this base contract.

This contract is for all types of geotechnical exploratory land drilling and inland floating plant drilling within the contiguous United States. Where special regulations exist, the Contractor shall notify the USACE prior to submitting a proposal in order to allow the USACE to clarify its needs based on the Contractor’s knowledge.

Work required under this Contract will generally fall under these categories:

a. Subsurface exploration, potentially in areas where Hazardous Toxic or Radioactive Waste may be encountered.

(HTRW work will be negotiated according to level of production and conditions.)

b. Subsurface exploration from a floating plant,

c. Inspection of Subsurface Explorations,

d. Instrumentation of exploratory borings,

e. Other tasked exploratory drilling services.

The purpose of the work described in this document is to determine the type, nature, characteristics, extent, and condition of various subsurface materials located in the borings drilled. The USACE anticipates that most of the land drilling will be at depths less than 200 feet and will in no case exceed 400 feet and most of the barge drilling will be performed at depths less than 100 feet, and will in no case exceed 200 feet. If the USACE determines that borings of greater depth are required, it will be ordered in writing and paid for at a negotiated unit price. The Government may order floating plant drilling in small streams, rivers, lakes, navigable rivers, etc., requiring a variety of sizes and types of floating plant equipment to accomplish the work. The Contractor shall accomplish all work as specified in the present solicitation material and in accordance with all applicable Federal, State, and local laws and regulations.

2. USE OF INFORMATION

No information or materials provided to the Contractor, or information, understanding, or knowledge gained through this contract shall be used in any way by experts, Subcontractors, or the Contractor in any presentation before a public or private audience, or submitted for publication, without prior formal submission to the Contracting Officer for written approval. Due to U.S. USACE security requirements for dams and levees, only under rare circumstances will information be approved for use in publications or presentations. All information, knowledge, and products developed or gained under this contract are Government property.

3. SECURITY REQUIREMENTS

All Contractors and Subcontractor employee(s) working on this contract who require access in and/or around any DoD facilities shall receive authorization to be on site at these facilities based upon a favorable background investigation in accordance with “Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors” (HSPD 12). The District Security Management Office shall submit Contractor(s) personal information in order to complete the basic background to make a recommendation to the Contracting Office of an employee’s suitability for work on Government property. The Contracting Officer (KO) has the right to deny any Contractor or Subcontractor employee from working on the contract based upon the results provided by the District Security Management Office of the background investigation. The Government, Contractor, and Subcontractors shall not permit any employee(s) access to drawings, blueprints, records, photos, sites, or projects until the District Security Management Office has completed an Operations Security (OPSEC) review of such items and determined they can be released.

Contractors shall submit a complete investigation packet for each Contractor and Subcontractor employee to the District Security Management office within 10 working days after award of any contract, or prior to the individual being permitted unescorted access in or on District facilities. The Contractor must also provide the following: (1) Name of the Contract Specialist with whom he/she is working, (2) Project Name, (3) Contract Number and (4) Task Order Number when applicable.

The documents listed below are required:

SF 85, Questionnaire for Non-Sensitive Positions (see http://www.opm.gov/forms/ to print form).

FD 258, Contractor Fingerprint Card (one card for digital prints, two for ink prints) (NOTE: a trained/qualified individual must take prints, ORI block on the FD 258 must be USOPM000Z) (Contractor Fingerprint Cards (FD-

258) may be obtained by contacting the District Security Management office).

Contractor shall report any changes in personnel or at any time conditions change at least 5 working days prior to individual(s) need to have access to the site. The Contractor shall provide the same information as listed above for all new employees.

Following submission of paperwork, the Security Management Office will conduct an initial criminal check based upon the information provided. If there are no issues, Security Management Office will make recommendations to the KO or their Designated Representative. The Security Management Office cannot give approval due to unfavorable report(s). The Security Management Office shall coordinate with Office of Counsel and will jointly make recommendations to the KO and/or the Designated Representative should a background investigation come back with derogatory information. The KO will make the determination whether to allow the Contractor personnel to work on the site based on Security and Office of Counsel recommendations, and the KO will advise Contractor of the decision.

3.1 FOREIGN NATIONALS

The Contractor shall provide the package listed above, as well as additional materials noted below for all Foreign Nationals. The Contractor is to expect additional time in the approval process for all Foreign Nationals due to the level of review and elevation of the review to Headquarters Staff to accomplish. All Foreign Nationals must comply with the following paragraph:

In accordance with Engineering Regulation 380-1-18, “Technology Transfer, Disclosure of Information and Contacts with Foreign Representatives” dated 1 August 1996, Section 4, all foreign nationals who work on Corps of Engineers’ contracts shall be approved by the Headquarters US Army Corps of Engineers (HQ USACE) Foreign Disclosure Officer before beginning work on this contract; this regulation includes Subcontractor employees. The Contractor shall submit to the Security Management Office, the names of all foreign nationals proposed for performance under this contract, along with documentation to verify legal admittance into the United States. Such documentation shall include at least one of the following a U.S. passport, Certificate of U.S.

Citizenship (INS Form N-560 or N-561), Certificate of Naturalization (INS Form N-550 or N-570), Alien Registration Card with photograph (INS Form I-151 or I-551), Employment Authorization Card (INS Form I-688A), etc.

In order to assure forms are properly completed, and to minimize time delays, Contractor is encouraged to work closely with the Security Management Office. Per AR 380-10, Foreign Disclosure, All Foreign National Visits must be submitted to the Security Office within 30 days prior to the visit. The Government will return for correction incomplete forms, illegible forms, etc. which will delay the Contractor / Subcontractor from beginning work.

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, regulation or policy changes, etc. The Government shall add any changes to security requirements by modification to the contract.

The Contractor shall contact the Security Management Office by phone, letter, or email at the following numbers/addresses:

CELRH-SM

502 Eighth Street Huntington, WV 25701

Stephen R. Curry, phone (304) 399-5695; email stephen.r.curry@usace.army.mil Matthew D. Green, phone (304) 399-5294; email matthew.d.green@usace.army.mil Sandra L. Hardwick, phone (304) 399-5612; email sandra.l.hardwick@usace.army.mil

3.2 OPERATIONAL SECURITY AND ANTITERRORISM AWARENESS. The following is required of all Contractors, Subcontractors, and employees performing under this contract:

3.2.1 AT LEVEL 1 TRAINING. All Contractor employees, to include Subcontractor employees, requiring access to Army installations, facilities, controlled access areas, or require network access, shall complete AT mailto:stephen.r.curry@usace.army.mil mailto:matthew.d.green@usace.army.mil mailto:sandra.l.hardwick@usace.army.mil

Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Upon request, the Contractor shall submit certificates of completion for each affected Contractor employee and Subcontractor employee, to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training by all employees and Subcontractor personnel. AT Level 1 awareness training is available at the following website: http://jko.jten.mil/courses/atl1/launch.html; or it can be provided by the RA ATO in presentation form which will be documented via memorandum.

3.2.2 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES. All

Contractor and all associated Subcontractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative). The Contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in Contractor security matters or processes.

Contractor and all associated Subcontractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3.2.3 IWATCH AND/OR CORPSWATCH TRAINING. The Contractor and all associated Subcontractors shall receive a brief/training (provided by the RA) on the local suspicious activity-reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

3.2.4 ESCORTS IN RESTRICTED, SENSITIVE, OR CLASSIFIED AREAS. All contract employees, including Subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

3.2.5 PRE‐SCREEN CANDIDATES USING E‐VERIFY PROGRAM. The Contractor must pre-screen

Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

4. TASK ORDERS AND CONTRACT ADMINISTRATION – See Section G and Section H for additional information.

4.1 COORDINATION BETWEEN THE CONTRACTOR AND THE CONTRACTING OFFICER. The Contractor (KT), the Contracting Officer's Representative (COR), or their designate will discuss proposed assignments as necessary to develop a mutual understanding of the following:

a. The type and nature of the work to be done,

b. Survey control,

c. Results expected by the USACE,

d. Methods to be used by the Contractor,

e. Completion date required by the USACE,

f. Drill site locations and access routes,

g. Special considerations, such as instrumentation or sampling requirements,

h. Right-of-entry requirements,

i. Navigation requirements,

j. Other available data, and

k. The Contractor shall not engage in any work unless directed by contract.

4.2 PAYMENT. See Section G, Paragraph G.2 – Payment Submission

4.3 CONTRACT AMOUNT. See Section H, Paragraph H.6 – Contract Amount

4.4 CONTRACTOR MANPOWER REPORTING APPLICATION (CMRA). Not applicable to this contract.

4.5 SAFETY

4.5.1 The Contractor shall perform operations in accordance with all applicable Federal, state, and local laws, regulations, codes, and the most current edition of EM 385-1-1 titled “Safety and Health Requirements Manual.”

The Contractor shall submit, prior to executing the work or receiving a notice to proceed, a Site Specific Accident Prevention Plan in accordance with the “Minimum Basic Outline for Accident Prevention Plan,” contained in Appendix A, EM-385-1-1. The Site Specific APP shall include a detailed list of tasks necessary to accomplish the work planned, the hazards associated with those individual work items, and the engineering and other controls to protect the workers from those hazards. Abbreviated plans are not acceptable unless specified in the Task Order. Each plan shall include task specific Activity Hazard Analyses for the work.

4.5.2 Clearing Utilities – Before drilling, the Contractor shall contact the proper representative of each utility to determine whether subsurface utilities are present. The Contractor shall determine that all borings are located a sufficient distance away from any buried, submerged, or overhead utilities. If questions or problems arise about the location of utilities, the Contractor shall notify the USACE in order to resolve them in a mutually satisfactory manner. The USACE shall assist with utility identification on USACE property, but this does not relieve the Contractor from ensuring all utilities are clear.

4.5.3 Notice to Navigation – The Contractor shall notify the USACE, a minimum of three weeks prior to the commencement of any floating plant work to allow for the issuance of a “Notice to Navigation Interests.” Data to be supplied to the USACE shall include, but not be limited to, the following: floating plant to be used, actual location of floating plant during working and non-working hours, specific hours per day to be worked, specific days per week to be worked, length of time to complete the work, and the actual date the work is to commence.

Later modifications to the above data and scheduling shall require notification two weeks in advance of the change to allow for the issuance of a new “Notice.”

4.5.4 Obstructions – The USACE does not control navigation and it will not keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army in accordance with the provision of Section 7 of the River and Harbor Act, approved 08 August 1917. The Contractor shall be required to conduct the work in such a manner to avoid or minimize impacts to navigation.

The Contractor shall provide channel clearance to accommodate all passing vessels and tows during floating plant operations. Should the Contractor’s plant obstruct the channel creating difficult or dangerous passage for other vessels, the plant shall be promptly moved on the approach of other vessels to afford a safe practicable passage or provide a support boat to assist the vessels to safely pass. The Contractor shall maintain radio communication with all vessels desiring to pass its floating plant, and, upon approach of a vessel to the site. Movement of the plant shall be in a reasonable length of time to allow safe passage of all vessels with a minimum of lost time to all concerned. Upon completion of the work, the Contractor shall promptly remove its plant, including ranges, buoys, piles, and other marks placed by them under the Contract.

4.5.5 Misplaced Material – Should the Contractor lose, dump, throw, sink, or misplace any material, plant, machinery, or appliance in the waterway it shall immediately notify the USACE. As part of this notice, the Contractor shall provide description and location of items to the USACE and the US Coast Guard. The Contractor shall mark or buoy such obstructions until removed. Should the Coast Guard or Contracting Officer be of the opinion that any of these items are dangerous or a hazard to navigation, the Contractor, at its own expense, shall remove the item(s). Should the Contractor refuse, neglect, or delay compliance with these requirements, such obstructions shall be removed by the Contracting Officer and the cost of the removal be deducted from any monies which may or will become due to the Contractor, or shall be charged against the Contractor’s bond. The liability of the Contractor for the removal of a vessel wrecked or sunk without fault or negligence shall be limited to that provided in Sections 15, 19, and 20 of the River and Harbor Act of 03 March 1899. The Contractor shall adhere to all the requirements in 33 USC Chapter 9 and all other Federal, State, and Local Laws and Regulations related to inland waterways of the United States. (DFAR 52.236-7006)

4.5.6 Signal Lights – The Contractor shall display signal lights and conduct its operations in accordance with the regulations prescribed by the Inland Navigation Rules Act of 1980 and the requirements of the most current EM385-1-1. (Public Law 96-591, 94 STAT. 3415, 33 USC 2001).

4.5.7 Reporting Accidents – In the event of an accident related to work under this contract, the Contractor shall immediately notify the Contracting Officer and the District’s Safety Office in addition to the requirements within the EM 385-1-1.

4.5.8 If the Contractor fails or refuses to promptly comply with safety requirements, as specified herein, the COR may issue an order stopping all or part of the work, until satisfactory corrective action has been completed.

No part of the time lost as a result of such an order to stop work shall be made the subject of any claims for extensions of time or for excess costs or damages sustained by the Contractor. The Contractor will not be paid for work not performed as a result of the stop order.

4.6 QUALITY CONTROL – See Section H, Paragraph H.13

4.7 GENERAL CONTRACT REQUIREMENTS

4.7.1 Subsurface Explorations – All drilling, drilling procedures, equipment, and materials used under this contract shall be in accordance with Section 4.8 GENERAL EXPLORATORY PROCEDURES, unless directed otherwise in the Task Order.

4.7.2 Inspection of Subsurface Explorations – Inspection of subsurface explorations shall be performed by the

Contractor when tasked by the Contracting Officer. The Contractor’s Inspectors shall classify, document, test, and ensure all the work and preservation of samples is performed in compliance with the requirements within this contract. When the Contractor is performing sampling on a Task Order issued under this contract, the Contractor shall ensure proper preservation of all samples in accordance with all requirements and references in this contract. In some instances, other Contractors hired and provided by USACE, and/or USACE personnel will perform the inspection; the presence of another inspector, Government employee, or Contractor shall not relieve the Contractor of its responsibility to box, protect, and store samples in accordance with these contract requirements, unless otherwise directed in the Task Order. The English system of units shall be used unless otherwise directed by the Task Order.

4.7.3 Instrumentation – Installation of piezometers under this contract shall be in accordance with the requirements made in Section 4.14.9 INSTRUMENTATION, unless otherwise indicated in the specific Task Order. Each piezometer approved by the USACE shall require locked and labeled permanent surface protection. A basic time-lag test (as described in EM 1110-2-1908, Instrumentation of Embankment Dams and Levees) shall be performed after the installation of each piezometer. All installations and test data shall be presented in report form in accordance with requirements discussed in subsequent sections of this Contract. Instrumentation rehabilitation and evaluation shall be performed as directed by individual Task Orders. An inspector, approved by the USACE, shall be present during all field instrumentation activities to insure that all work is performed in accordance with Contract and Task Order requirements.

4.7.4 Photography – Some work activities described require photography. Photographs shall be taken using a digital camera(s) set at 10-megapixels or greater resolution. Wide-angle capabilities shall be required to adequately capture appropriate detail in some of the photographs (core runs, core boxes, boring location, etc.). The Contractor shall quote the work understanding that excellent photographic quality is required and that the USACE will require, at the Contractor’s expense, retakes of poor quality photographs, or a repeat of the work if required to ensure high quality photographic documentation.

4.7.4.1 Each Task Order will define the naming convention and means of electronic submission. Instructions on naming and attributing are located within this document or within each Task Order. All drilling activity photographs (boring locations, stakes, core runs, core boxes, remediation, etc.) for a particular Task Order shall be provided in one single zipped file. Where the USACE specifies a CD or DVD, all project photographs shall be included in a single CD or DVD-ROM when possible. No separate payment will be made for photographs required for any of the services specified within this contract. Photographs shall be provided electronically compiled in .zip form and not as individual files. Acceptable file formats are lossless .jpg and .tiff formats.

4.7.4.2 The Contractor shall photograph each run of 4.00", PQ, and 6" core immediately after its completion, in one-half of the inner split barrel. The core shall be cleaned, labeled, and have loss blocks in their proper position. Labels for each core run shall consist of six 4" X 6" cards labeled as follows: one (1) shall be labeled TOP, one (1) labeled BOTTOM, one (1) labeled with top depth, one (1) labeled with bottom depth, one (1) labeled with project name, and one (1) labeled with the boring number. NQ core shall be photographed in the box, with no more than one box appearing in any one photograph. The photographed core shall be completely cleaned prior to photographing, with the box labeled and core loss blocks placed in the appropriate locations.

4.7.4.3 The Contractor shall label each photo to show the project name, boring number, and the number of the core box.

When digital images of the photos are viewed, all images shall portray accurately and legibly both their respective cores and the accompanying labels.

4.7.4.4 After a boring is completed, the Contractor shall photograph the boring location excepting floating plant borings.

4.7.5 Plan of Operations – The Contractor shall submit, for the Government’s approval, a comprehensive plan detailing how the work will be accomplished. This plan of operations shall address the work in general and shall address the following items specifically:

a. How the drilling location will be established and maintained throughout the drilling.

b. How the “casing seat” will be established and maintained throughout the drilling and during rough and rising waters.

c. How elevations will be established and maintained.

d. How access will be maintained for Contractor and Government personnel.

e.…