AMD0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 11)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offers 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 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 your 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 APPROPIRATION DATA (If required)

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

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

CHECK ONE 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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable m3adekaj

SF 30 Continuation Solicitation No. W912HY-09-R-0009 Amendment 0002

The specifications for Solicitations No W912HY-09-R-0009, Indefinite Delivery/ Indefinite Quantity (IDIQ) Core Drilling, Soil Sampling and Laboratory Testing of Soil Samples, Galveston District, Texas for which proposals are due 7 April 2009, 3:00 p.m. Central Standard Time is hereby modified as follows:

A. The following changes are hereby incorporated:

1. Replace the original Bid Schedule pages B-2 through B21 with the attached Bid Schedule Page B-2 through B-21 marked Amendment 0002, which incorporates the following changes:

1) Add “Mobilization and Demobilization – for Floating Plant from launch site to work site (Self Elevating Work Boat)” with quantity of 600 miles.

2) Add “Mobilization and Demobilization – for Support Boat from boat ramp to SEWB Work Area” with quantity of 50 miles

3) Add “Undisturbed Sample Borings, Continuous Sampling, 3-inch Samples – from Floating Plant (Self Elevating Work Boat)” with quantity of 300 LF

4) Add “Disturbed Sample Borings – Floating Plant (Self Elevating Work Boat)” with quantity of 30

LF.

5) Add “Mobilization and Demobilization – Electronic CPT Truck” with quantity of 200 miles.

6) Add “Electronic CPT Data – Land Based” with quantity of 300 LF.

7) Delete all bid items that pertain to Environmental Sampling Borings.

8) In bid items where the term “6-inch Samples” is used, change to “5-inch Samples.”

9) Change quantity of bid item entitled “Pipe Probing” to a quantity of 60 EA. Change quantity for bid item entitled “Surface Sediment Grab Sample” to a quantity of 20 EA.

10) Delete bid item entitled “Soil Salinity”

2. Incorporate the following changes in Section C:

1) Delete paragraph entitled “Environmental Sample Borings” on page C-6.

2) Delete paragraph 21. t., entitled “Soil Salinity.”

3) In paragraph 9. a., change the term “6-inch” to “5-inch.”

B. The following responses to questions are hereby provided for clarifications. Any changes resulting from these questions have been incorporated by this amendment or by previous amendment 0001:

1) QUESTION: There are several type of floating plant drilling equipment available for drilling in water, a list of those are:

• Pontoon

• Pontoon w/spuds

• Barge

• Barge w/spuds

• Lift Boat

• Jack Up Rig

• Work vessel with four point anchoring system

For pricing purposes, we need to know water depth and type of floating plant drilling equipment that can be used, as the price depends on those factors.

RESPONSE: Water depths will generally range anywhere from 2 to 60 feet. It is anticipated that the pontoon with spuds will usually be used in regular setup drilling scenarios in shallow to medium draft water bodies and waterways such as bays or Intracoastal Waterways. The barge with spuds will usually be used for extra-stability drilling such as drilling in deep draft navigation channels. There may be occasions were the spuds aren’t needed, such as drilling adjacent to a dock structure or some other stable structure were the vessel can be tied off to and the waters are calm enough, but in most cases spuds will likely be desirable. In locations were additional stability is needed, such as a self elevating work boat (SEWB) for work near entrance channels or locations with very choppy waters, this item will fall under a separate line item(s). Line items for drilling from the SEWB will be added to the contract by amendment. Additionally, mobilization/demobilization items will be added to include a mob/demob for the SEWB from the initial launch point to the work site, and a mob/demob for a support boat between local boat ramp and work site for daily trips by the crew to the site where work is being done at the SEWB.

2) QUESTION: Section C Performance Work Statement, Item 10 – Cone Penetrometer Testing does not appear to be included in any items on the bid schedule?

RESPONSE: Line items for Electronic CPT Data, Land Based and Mob & Demob Electronic CPT Truck are incorporated by this amendment.

3) QUESTION: Bid Schedule – Items 15 – 20, 22-26 and 28-36 are for 20 to 30 LF quantity. Is it anticipated that these items would typically be requested as single borings for a given task order?

This relates to use of typical productivity rates in estimating unit footage costs. It will significantly lower unit rates where it is expected that multiple borings of these types (>20 to 30 LF) may be planned for a given mobilization. Can a summary of commonly expected range of the general number and average depth of borings per task order be discussed?

RESPONSE: The figures in these line items are a rough estimate to give a general “scale of magnitude” of this type of drilling/sampling compared to the other more predominant types that the Corps anticipates ordering, when considering this work over the duration of contract including the follow-up option years. These figures may vary between years, and with site specific SOW’s in each task order. When ordered, the boring depths in many cases will range from 20 to 60 feet, but may be as low as 6 feet for the disturbed sample borings. In most cases, the number of borings for one of the drilling line items mentioned in the above question will likely exceed 5 borings. There may be occasional instances where a very small number and linear footage is requested for a particular task order, but it is not anticipated that this practice would be the norm over the overall duration of the contract including the follow-up option years. Each task order will also have a separate mobilization and demobilization pay item.

4) Would 5” diameter thin walled tube samples (taken with a Hvorslev Piston Sampler – similar to New Orleans spec) possibly be considered acceptable in lieu of 6” diameter?

RESPONSE: Yes. The solicitation is changed by this amendment to reduce 6” diameter requirement to 5”.

5) QUESTION: What diameter specimens will be desired for consolidation tests?

RESPONSE: About 2 to 3 inches, or minimum size in which the ASTM will allow if specified.

6) QUESTION: What diameter specimens will be desired for triaxial compression (UU and CU) tests?

RESPONSE: 1.5 inches

7) QUESTION: Bid Schedule Items 37, 38, and 39 – should separate mobilization be included and should the 30 EA quantity be assumed to occur with a single, or multiple mobilizations?

RESPONSE: Quantity for item 37 to be amended to 60 EA. Quantity for item 39 to be amended to 20 EA. The amended quantities for item 37 and 39, and quantity of 30 EA for item 38, will occur over about 2 task orders of this type per year. The quantities and estimated task orders of this type per year could vary during the contract period as specific SOW’s are developed, and as the number of projects with these types of investigations vary in a given year. Mobilization and Demobilization for item 37 and 38 will be included under bid items 6 and 7 for each task order in which these services are requested. Mobilization and Demobilization for bid item 39 will be included in bid items 6 and 7 if ordered in conjunction with pipe probings or HCPT’s. However, if bid item 39 is ordered in conjunction with water drilling, then the mobilization/demobilization will be included under the mobilization and demobilization associated with the water drilling work.

8) QUESTION: Will you want the Cone Penetrometer testing to be mobilized on the same types of vehicles as the drilling? (truck, ATV, amphibious and barge)

Response: At this time, the Corps anticipates only needing the electronic CPT testing done from conventional CPT trucks at land based investigation locations. A bid item was added by this amendment for this testing and for Mobilization/Demobilization of this equipment.

Electronic CPT work from other types of vehicles or terrain if feasible and desirable by the Corps, at a later time, would be included through the modification process at that time.

9) QUESTION: We intend to prepare our proposal with a different pricing structure than noted on the “Bid schedule, Supplier or Services and Pricing/Costs” table. Is that acceptable?

RESPONSE: Alternate bid schedules may be rejected. Please reference to Section B Note 1, which states "Offeror shall submit a price on all items unless specifically stated in the price schedule."

10) QUESTION: Electronic Cone Penetrometer Testing (CPT) is mentioned, but rate section is not included. Is CPT work included as a part of this solicitation?

RESPONSE: Bid Schedule is amended by this amendment to include CPT.

11) QUESTION: Page C-6 Environmental Sample Borings: Containerization of drill cuttings/fluid and decontamination water is not mentioned. We assume containerization will not be required. Is our assumption correct?

RESPONSE: Environmental borings to be deleted from contract by amendment.

12) QUESTION: We assume USACE will be responsible for disposal of drill cuttings/fluid etc.? Is that correct?

RESPONSE: See question and response to 11 above.

13) QUESTION: We are not familiar with METADATA (page C-19). Is this service required? If yes, please describe this service and provide us an example of deliverables.

RESPONSE: For additional information on what METADATA is and how it is being used for various applications, see the following web site link: http://corpsgeo1.usace.army.mil. This service shall be provided for the boring locations, boring log data, and lab data, with the deliverables provided in the software format discussed in paragraph entitled “METADATA,” on page C-19. In cases were a more current version of the software is available, this can be used instead, however the Contracting Officer shall reserve the right to request the software in a version year that is compatible with the version year being used by the Corps at the time the deliverable is provided.

14) QUESTION: Response Deadline is stated in first page of the RFP as 03/26/2009, 3 pm CST.

Form 33 states 03/31/2009, 3 pm CST. Which due date is correct?

RESPONSE: The closing date was extended to 7 Apr 2009 by Amendment 0001.

15) Is surveying required only for soil boring locations?

RESPONSE: When ordered in a given task order, the horizontal and vertical surveying will be required for the locations of the soil investigation features in the task order, such as soils boring locations, CPT locations, HCPT locations, pipe probing locations, vane shear locations, test pit locations, and other types of soil investigation locations. Surveying for other purposes, is not the intent behind the survey work in this contract.

16) QUESTION: Sections E, G and H – Do these belong to this Solicitation?

RESPONSE: Corrected by Amendment 0001.

17) QUESTION: Paragraph 21f: For the four point liquid limit test, is the goal to obtain moisture content for the closure of the groove at blow counts in four different ranges? For example, 15-20 blows; 20-25 blows; 25-30 blows; and 30-35 blows?

RESPONSE: The goal is to provide a reasonable and representative line for determination of the liquid limit when the blows and moisture contents are plotted. The moisture content progressively reduced for the four points. Ideally, two points should produce closure of the gap in 25 blows or less and two points should produce closure of the gap in 25 blows or more.

It could come out to be in the blow count ranges of the example in the question. Four attempts are required to establish the liquid limit.

18) QUESTION: Paragraph 21t: Will ASTM D 4552 “Standard Test Method for Pore Water Extraction and Determination of the Soluble Salt Content of Soils by Refractometer” be acceptable as a substitute standard for the soil salinity tests?

RESPONSE: This test to be deleted by amendment.

19) QUESTION: Paragraph 21u: Will ASTM D 2974 “Standard Test Method for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils” be acceptable as a substitute standard for the organic content tests?

RESPONSE: Yes.

ITEM DESCRIPTION QUANTITY U/I UNIT PRICE AMOUNT

PRICES FOR BASE YEAR

0001 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (rice or cane tires)

0002 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (terra tires)

0003 Mobilization and Demobilization - Land 1000 MI ____________ ____________ Based

0004 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (measured from Contractor's office to boat ramp) normal setup

0005 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (extra stability 4 point anchor spread & heavy duty casing)

0006 Mobilization and Demobilization - for Floating 100 MI ____________ ____________ Plant to Boat Ramp (for investigations of submerged areas)

0007 Mobilization and Demobilization - for Floating 25 MI ____________ ____________ Plant from Boat Ramp to work areas (for investigations of submerged areas)

0008 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas) regular setup

0009 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas) extra stability

0010 Mob & Demob for Floating Plant in water 600 MI ____________ ____________ (from launch site to work areas) Self Elevating Work Boat (SEWB)

0011 Mob & Demob for Support Boat 50 MI ____________ ____________ (from boat ramp to SEWB work areas)

0012 Mobilization and Demobilization - Track amphibious 400 MI ____________ ____________ buggy (TAB) Marsh Terrain

0013 Mob & Demob Electronic CPT Truck 200 MI ____________ ____________

0014 Electronic CPT Data - Land Based 300 LF ____________ ____________

0015 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (regular setup)

0016 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (extra stability setup)

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COSTS

B-2

W912HY-09-R-0009

To Accompany Amendment 0002

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COSTS

0017 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (SEWB)

0018 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0019 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0020 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0021 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0022 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0023 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0024 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0025 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0026 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0027 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0028 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (rice or cane tires)

0029 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (terra or floatation tires)

0030 Undisturbed Sample Borings, Continuous 1200 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0031 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

B-3

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0032 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0033 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

0034 Disturbed Sample Borings - Land Based 30 LF ____________ ____________

0035 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (regular setup)

0036 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________

(SEWB)

0037 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (extra stability setup)

0038 Pipe Probing 60 EA ____________ ____________

0039 Hand Proving Ring Cone Penetrometer 30 EA ____________ ____________

0040 Surface Sediment "Grab" Sample 20 EA ____________ ____________

Surveys - providing horizontal coordinates and elevation (X,Y & Z) at each investigation location 30 DA ____________ ____________

0042 Visual Classification Test 800 EA ____________ ____________

0043 Moisture Content Test 700 EA ____________ ____________

0044 Unit Dry Weight Test 200 EA ____________ ____________

0045 Unit Wet Weight Test 200 EA ____________ ____________

0046 Specific Gravity of Solids Test 10 EA ____________ ____________

0047 Liquid Limit Test 150 EA ____________ ____________

0048 Plastic Limit Test 150 EA ____________ ____________

0049 Bar Linear Shrinkage 10 EA ____________ ____________

0050 Abbreviated Mechanical Analysis Test 300 EA ____________ ____________

0051 Complete Mechanical Analysis Test 5 EA ____________ ____________

0052 Hydrometer Analysis Test 10 EA ____________ ____________

0053 Standard Compaction Test 10 EA ____________ ____________

0054 Modified Compaction Test 10 EA ____________ ____________

0055 Unconfined Compression Test 100 EA ____________ ____________ B-4

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0056 Torvane Shear Test 100 EA ____________ ____________

0057 Unconsolidated Undrained Compressive 10 EA ____________ ____________ Strength of Cohesive Soils in Triaxial Compression (Q-Test) (1 specimen)

0058 Consolidated Undrained Triaxial 5 EA ____________ ____________ (R-Test) (3 specimens)

0059 Direct Shear Test of Soils Under 2 EA ____________ ____________ Consolidated Drained Conditions (S-Test) (3 specimens)

0060 One Dimensional Consolidation Properties 1 EA ____________ ____________ of Soils

0061 Hand Vane Shear Test 1 EA ____________ ____________

0062 Miniature Vane Shear Test 10 EA ____________ ____________

0063 Percent Organic Content Test 10 EA ____________ ____________

0064 Grouting of Borings 1 LF ____________ ____________

0065 150 Log ____________ ____________

0066 150 Log ____________ ____________

Matting for support the earthmoving equipment or vehicle when needed 10 Set ____________ ____________

0068 Track-Hoe equipment 5 DA ____________ ____________

0069 Small Bull Dozer 5 DA ____________ ____________

0070 Large Bull Dozer 5 DA ____________ ____________

0071 Mobilization and Demobilization - Track-Hoe 400 MI ____________ ____________

0072 Mobilization and Demobilization - Small Bulldozer 400 MI ____________ ____________

0073 Mobilization and Demobilization Large Bulldozer 400 MI ____________ ____________

0074 Mobilization and Demobilization Matting 400 MI ____________ ____________

TOTAL ESTIMATED AMOUNT FOR BASE YEAR

ITEMS NO. 0001 THRU 0074

Transferring field interpretations to GINT program

Transferring final lab interpretations to GINT program

B-5

W912HY-09-R-0009

PRICES FOR FIRST OPTION YEAR

0075 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (rice or cane tires)

0076 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (terra tires)

0077 Mobilization and Demobilization - Land 1000 MI ____________ ____________ Based

0078 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (measured from Contractor's office to boat ramp) normal setup

0079 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (extra stability 4 point anchor spread & heavy duty casing)

0080 Mobilization and Demobilization - for Floating 100 MI ____________ ____________ Plant to Boat Ramp (for investigations of submerged areas)

0081 Mobilization and Demobilization - for Floating 25 MI ____________ ____________ Plant from Boat Ramp to work areas (for investigations of submerged areas)

0082 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0083 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0084 Mob & Demob for Floating Plant in water 600 MI ____________ ____________ (from launch site to work areas) Self Elevating Work Boat (SEWB)

0085 Mob & Demob for Support Boat 50 MI ____________ ____________ (from boat ramp to SEWB work areas)

0086 Mobilization and Demobilization - Track amphibious 400 MI ____________ ____________ buggy (TAB) Marsh Terrain

0087 Mob & Demob Electronic CPT Truck 200 MI ____________ ____________

0088 Electronic CPT Data - Land Based 300 LF ____________ ____________

0089 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (regular setup)

0090 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (extra stability setup)

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COSTS

B-6

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0091 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (SEWB)

0092 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0093 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0094 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0095 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0096 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0097 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0098 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0099 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0100 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0101 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0102 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (rice or cane tires)

0103 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (terra or floatation tires)

0104 Undisturbed Sample Borings, Continuous 1200 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0105 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

B-7

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0106 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0107 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

0108 Disturbed Sample Borings - Land Based 30 LF ____________ ____________

0109 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (regular setup)

0110 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________

(SEWB)

0111 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (extra stability setup)

0112 Pipe Probing 60 EA ____________ ____________

0113 Hand Proving Ring Cone Penetrometer 30 EA ____________ ____________

0114 Surface Sediment "Grab" Sample 20 EA ____________ ____________

Surveys - locating or recording horizontal coordinates and providing elevations at each investigation location 30 DA ____________ ____________

0116 Visual Classification Test 800 EA ____________ ____________

0117 Moisture Content Test 700 EA ____________ ____________

0118 Unit Dry Weight Test 200 EA ____________ ____________

0119 Unit Wet Weight Test 200 EA ____________ ____________

0120 Specific Gravity of Solids Test 10 EA ____________ ____________

0121 Liquid Limit Test 150 EA ____________ ____________

0122 Plastic Limit Test 150 EA ____________ ____________

0123 Bar Linear Shrinkage 10 EA ____________ ____________

0124 Abbreviated Mechanical Analysis Test 300 EA ____________ ____________

0125 Complete Mechanical Analysis Test 5 EA ____________ ____________

0126 Hydrometer Analysis Test 10 EA ____________ ____________

0127 Standard Compaction Test 10 EA ____________ ____________

0128 Modified Compaction Test 10 EA ____________ ____________

0129 Unconfined Compression Test 100 EA ____________ ____________ B-8

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0130 Torvane Shear Test 100 EA ____________ ____________

0131 Unconsolidated Undrained Compressive 10 EA ____________ ____________ Strength of Cohesive Soils in Triaxial Compression (Q-Test) (1 specimen)

0132 Consolidated Undrained Triaxial 5 EA ____________ ____________ (R-Test) (3 specimens)

0133 Direct Shear Test of Soils Under 2 EA ____________ ____________ Consolidated Drained Conditions (S-Test) (3 specimens)

0134 One Dimensional Consolidation Properties 1 EA ____________ ____________ of Soils

0135 Hand Vane Shear Test 1 EA ____________ ____________

0136 Miniature Vane Shear Test 10 EA ____________ ____________

0137 Percent Organic Content Test 10 EA ____________ ____________

0138 Grouting of Borings 1 LF ____________ ____________

0139 150 Log ____________ ____________

0140 150 Log ____________ ____________

Matting for support the earthmoving equipment or vehicle when needed 15 Set ____________ ____________

0142 Track-Hoe equipment 5 DA ____________ ____________

0143 Small Bull Dozer 5 DA ____________ ____________

0144 Large Bull Dozer 5 DA ____________ ____________

0145 Mobilization and Demobilization - Track-Hoe 400 MI ____________ ____________

0146 Mobilization and Demobilization - Small Bulldozer 400 MI ____________ ____________

0147 Mobilization and Demobilization Large Bulldozer 400 MI ____________ ____________

0148 Mobilization and Demobilization Matting 400 MI ____________ ____________

TOTAL ESTIMATED AMOUNT FOR FIRST OPTION YEAR ____________

ITEMS NO. 0075 THRU 0148

Transferring field interpretations to GINT program

Transferring final lab interpretations to GINT program

B-9

W912HY-09-R-0009

PRICES FOR SECOND OPTION YEAR

0149 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (rice or cane tires)

0150 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (terra tires)

0151 Mobilization and Demobilization - Land 1000 MI ____________ ____________ Based

0152 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (measured from Contractor's office to boat ramp) normal setup

0153 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (extra stability 4 point anchor spread & heavy duty casing)

0154 Mobilization and Demobilization - for Floating 100 MI ____________ ____________ Plant to Boat Ramp (for investigations of submerged areas)

0155 Mobilization and Demobilization - for Floating 25 MI ____________ ____________ Plant from Boat Ramp to work areas (for investigations of submerged areas)

0156 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0157 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0158 Mob & Demob for Floating Plant in water 600 MI ____________ ____________ (from launch site to work areas) Self Elevating Work Boat (SEWB)

0159 Mob & Demob for Support Boat 50 MI ____________ ____________ (from boat ramp to SEWB work areas)

0160 Mobilization and Demobilization - Track amphibious 400 MI ____________ ____________ buggy (TAB) Marsh Terrain

0161 Mob & Demob Electronic CPT Truck 200 MI ____________ ____________

0162 Electronic CPT Data - Land Based 300 LF ____________ ____________

0163 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (regular setup)

0164 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (extra stability setup)

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COSTS

B-10

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0165 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (SEWB)

0166 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0167 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0168 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0169 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0170 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0171 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0172 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0173 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0174 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0175 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0176 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (rice or cane tires)

0177 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (terra or floatation tires)

0178 Undisturbed Sample Borings, Continuous 1200 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0179 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

B-11

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0180 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0181 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

0182 Disturbed Sample Borings - Land Based 30 LF ____________ ____________

0183 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (regular setup)

0184 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________

(SEWB)

0185 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (extra stability setup)

0186 Pipe Probing 60 EA ____________ ____________

0187 Hand Proving Ring Cone Penetrometer 30 EA ____________ ____________

0188 Surface Sediment "Grab" Sample 20 EA ____________ ____________

Surveys - locating or recording horizontal coordinates and providing elevations at each investigation location 30 DA ____________ ____________

0190 Visual Classification Test 800 EA ____________ ____________

0191 Moisture Content Test 700 EA ____________ ____________

0192 Unit Dry Weight Test 200 EA ____________ ____________

0193 Unit Wet Weight Test 200 EA ____________ ____________

0194 Specific Gravity of Solids Test 10 EA ____________ ____________

0195 Liquid Limit Test 150 EA ____________ ____________

0196 Plastic Limit Test 150 EA ____________ ____________

0197 Bar Linear Shrinkage 10 EA ____________ ____________

0198 Abbreviated Mechanical Analysis Test 300 EA ____________ ____________

0199 Complete Mechanical Analysis Test 5 EA ____________ ____________

0200 Hydrometer Analysis Test 10 EA ____________ ____________

0201 Standard Compaction Test 10 EA ____________ ____________

0202 Modified Compaction Test 10 EA ____________ ____________

0203 Unconfined Compression Test 100 EA ____________ ____________ B-12

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0204 Torvane Shear Test 100 EA ____________ ____________

0205 Unconsolidated Undrained Compressive 10 EA ____________ ____________ Strength of Cohesive Soils in Triaxial Compression (Q-Test) (1 specimen)

0206 Compression Test for Cohesive Soils 50 EA ____________ ____________ (R-Test) (3 specimens)

0207 Direct Shear Test of Soils Under 2 EA ____________ ____________ Consolidated Drained Conditions (S-Test) (3 specimens)

0208 One Dimensional Consolidation Properties 1 EA ____________ ____________ of Soils

0209 Hand Vane Shear Test 1 EA ____________ ____________

0210 Miniature Vane Shear Test 10 EA ____________ ____________

0211 Percent Organic Content Test 10 EA ____________ ____________

0212 Grouting of Borings 1 LF ____________ ____________

0213 150 Log ____________ ____________

0214 150 Log ____________ ____________

Matting for support the earthmoving equipment or vehicle when needed 10 Set ____________ ____________

0216 Track-Hoe equipment 5 DA ____________ ____________

0217 Small Bull Dozer 5 DA ____________ ____________

0218 Large Bull Dozer 5 DA ____________ ____________

0219 Mobilization and Demobilization - Track-Hoe 400 MI ____________ ____________

0220 Mobilization and Demobilization - Small Bulldozer 400 MI ____________ ____________

0221 Mobilization and Demobilization Large Bulldozer 400 MI ____________ ____________

0222 Mobilization and Demobilization Matting 400 MI ____________ ____________

TOTAL ESTIMATED AMOUNT FOR SECOND OPTION YEAR ____________

ITEMS NO. 0149 THRU 0222

Transferring field interpretations to GINT program

Transferring final lab interpretations to GINT progra

B-13

W912HY-09-R-0009

PRICES FOR THIRD OPTION YEAR

0223 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (rice or cane tires)

0224 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (terra tires)

0225 Mobilization and Demobilization - Land 1000 MI ____________ ____________ Based

0226 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (measured from Contractor's office to boat ramp) normal setup

0227 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (extra stability 4 point anchor spread & heavy duty casing)

0228 Mobilization and Demobilization - for Floating 100 MI ____________ ____________ Plant to Boat Ramp (for investigations of submerged areas)

0229 Mobilization and Demobilization - for Floating 25 MI ____________ ____________ Plant from Boat Ramp to work areas (for investigations of submerged areas)

0230 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0231 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0232 Mob & Demob for Floating Plant in water 600 MI ____________ ____________ (from launch site to work areas) Self Elevating Work Boat (SEWB)

0233 Mob & Demob for Support Boat 50 MI ____________ ____________ (from boat ramp to SEWB work areas)

0234 Mobilization and Demobilization - Track amphibious 400 MI ____________ ____________ buggy (TAB) Marsh Terrain

0235 Mob & Demob Electronic CPT Truck 200 MI ____________ ____________

0236 Electronic CPT Data - Land Based 300 LF ____________ ____________

0237 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (regular setup)

0238 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (extra stability setup)

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COSTS

B-14

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0239 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (SEWB)

0240 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0241 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0242 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0243 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0244 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0245 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0246 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0247 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0248 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0249 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0250 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (rice or cane tires)

0251 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (terra or floatation tires)

0252 Undisturbed Sample Borings, Continuous 1200 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0253 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

B-15

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0254 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0255 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

0256 Disturbed Sample Borings - Land Based 30 LF ____________ ____________

0257 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (regular setup)

0258 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________

(SEWB)

0259 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (extra stability setup)

0260 Pipe Probing 60 EA ____________ ____________

0261 Hand Proving Ring Cone Penetrometer 30 EA ____________ ____________

0262 Surface Sediment "Grab" Sample 20 EA ____________ ____________

Surveys - locating or recording horizontal coordinates and providing elevations at each investigation location 30 DA ____________ ____________

0264 Visual Classification Test 800 EA ____________ ____________

0265 Moisture Content Test 700 EA ____________ ____________

0266 Unit Dry Weight Test 200 EA ____________ ____________

0267 Unit Wet Weight Test 200 EA ____________ ____________

0268 Specific Gravity of Solids Test 10 EA ____________ ____________

0269 Liquid Limit Test 150 EA ____________ ____________

0270 Plastic Limit Test 150 EA ____________ ____________

0271 Bar Linear Shrinkage 10 EA ____________ ____________

0272 Abbreviated Mechanical Analysis Test 300 EA ____________ ____________

0273 Complete Mechanical Analysis Test 5 EA ____________ ____________

0274 Hydrometer Analysis Test 10 EA ____________ ____________

0275 Standard Compaction Test 10 EA ____________ ____________

0276 Modified Compaction Test 10 EA ____________ ____________

0277 Unconfined Compression Test 100 EA ____________ ____________

0278 Torvane Shear Test 100 EA ____________ ____________B-16

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0279 Unconsolidated Undrained Compressive 10 EA ____________ ____________ Strength of Cohesive Soils in Triaxial Compression (Q-Test) (1 specimen)

0280 Consolidated Undrained Triaxial 5 EA ____________ ____________ (R-Test) (3 specimens)

0281 Direct Shear Test of Soils Under 2 EA ____________ ____________ Consolidated Drained Conditions (S-Test) (3 specimens)

0282 One Dimensional Consolidation Properties 1 EA ____________ ____________ of Soils

0283 Hand Vane Shear Test 1 EA ____________ ____________

0284 Miniature Vane Shear Test 10 EA ____________ ____________

0285 Percent Organic Content Test 10 EA ____________ ____________

0286 Grouting of Borings 1 LF ____________ ____________

0287 150 Log ____________ ____________

0288 150 Log ____________ ____________

Matting for support the earthmoving equipment or vehicle when needed 15 Set ____________ ____________

0290 Track-Hoe equipment 5 DA ____________ ____________

0291 Small Bull Dozer 5 DA ____________ ____________

0292 Large Bull Dozer 5 DA ____________ ____________

0293 Mobilization and Demobilization - Track-Hoe 400 MI ____________ ____________

0294 Mobilization and Demobilization - Small Bulldozer 400 MI ____________ ____________

0295 Mobilization and Demobilization Large Bulldozer 400 MI ____________ ____________

0296 Mobilization and Demobilization Matting 400 MI ____________ ____________

TOTAL ESTIMATED AMOUNT FOR THIRD OPTION YEAR ____________

ITEMS NO. 0223 THRU 0296

Transferring field interpretations to GINT program

Transferring final lab interpretations to GINT progra

B-17

W912HY-09-R-0009

PRICES FOR FOURTH OPTION YEAR

0297 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (rice or cane tires)

0298 Mobilization and Demobilization - Marsh Terrain 400 MI ____________ ____________ (terra tires)

0299 Mobilization and Demobilization - Land 1000 MI ____________ ____________ Based

0300 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (measured from Contractor's office to boat ramp) normal setup

0301 Mobilization and Demobilization - for Floating 400 MI ____________ ____________ Plant to Boat Ramp (extra stability 4 point anchor spread & heavy duty casing)

0302 Mobilization and Demobilization - for Floating 100 MI ____________ ____________ Plant to Boat Ramp (for investigations of submerged areas)

0303 Mobilization and Demobilization - for Floating 25 MI ____________ ____________ Plant from Boat Ramp to work areas (for investigations of submerged areas)

0304 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0305 Mob & Demob for Floating Plant in water 20 MI ____________ ____________ (from boat ramp to work areas)

0306 Mob & Demob for Floating Plant in water 600 MI ____________ ____________ (from launch site to work areas) Self Elevating Work Boat (SEWB)

0307 Mob & Demob for Support Boat 50 MI ____________ ____________ (from boat ramp to SEWB work areas)

0308 Mobilization and Demobilization - Track amphibious 400 MI ____________ ____________ buggy (TAB) Marsh Terrain

0309 Mob & Demob Electronic CPT Truck 200 MI ____________ ____________

0310 Electronic CPT Data - Land Based 300 LF ____________ ____________

0311 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (regular setup)

0312 Undisturbed Sample Borings, Continuous 250 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (extra stability setup)

BID SCHEDULE

SUPPLIES OR SERVICES AND PRICES/COSTS

B-18

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0313 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - From Floating Plant (SEWB)

0314 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0315 Undisturbed Sample Borings, Continuous 200 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0316 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0317 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0318 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (rice or cane tires)

0319 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Marsh Terrain (terra or floatation tires)

0320 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (rice or cane tires)

0321 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Marsh Terrain (terra or floatation tires)

0322 Undisturbed Sample Borings, Continuous 300 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0323 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - TAB

0324 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (rice or cane tires)

0325 Disturbed Sample Borings - Marsh Terrain 20 LF ____________ ____________ (terra or floatation tires)

0326 Undisturbed Sample Borings, Continuous 1200 LF ____________ ____________ Sampling, 3-inch Samples - Land Based

0327 Undisturbed Sample Borings, Continuous 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

0328 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 3-inch Samples - Land Based B-19

W912HY-09-R-0009

SUPPLIES OR SERVICES AND PRICES/COSTS

0329 Undisturbed Sample Borings, Intermittent 30 LF ____________ ____________ Sampling, 5-inch Samples - Land Based

0330 Disturbed Sample Borings - Land Based 30 LF ____________ ____________

0331 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (regular setup)

0332 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________

(SEWB)

0333 Disturbed Sample Borings - Floating Plant 30 LF ____________ ____________ (extra stability setup)

0334 Pipe Probing 60 EA ____________ ____________

0335 Hand Proving Ring Cone Penetrometer 30 EA ____________ ____________

0336 Surface Sediment "Grab" Sample 20 EA ____________ ____________

Surveys - locating or recording horizontal coordinates and providing elevations at each investigation location 30 DA ____________ ____________

0338 Visual Classification Test 800 EA ____________ ____________

0339 Moisture Content Test 700 EA ____________ ____________

0340 Unit Dry Weight Test 200 EA ____________ ____________

0341 Unit Wet Weight Test 200 EA ____________ ____________

0342 Specific Gravity of Solids Test 10 EA ____________ ____________

0343 Liquid Limit Test 150 EA…