W912HP15B0002_JBC_Amend_01.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

Joint Base Charleston Dredging

The purpose of this amendment is to:

SEE ATTACHED SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 29-Mar-2015

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 W912HP-15-B-0002

X 9B. DATED (SEE ITEM 11)

11-Mar-2015

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 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

27-Mar-2015

CODE

U.S. ARMY CORPS OF ENGINEERS, CHARLESTON

DISTRICT, CONTRACTING DIVISION

69-A HAGOOD AVENUE

CHARLESTON SC 29403

W912HP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912HP-15-B-0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENNDMENT 01

FY15 Joint Base Charleston Maintenance Dredging Revision A

1. DRAWINGS

Delete Drawings C‐02 thru C‐08 and replace with revised Drawings C‐02 – C‐08 (see attachment).

2. Section 00010, DESCRIPTION OF WORK

DELETE “1,535,000 cubic yards” and REPLACE with “1,841,000 cubic yards.”

DELETE “38,000 cubic yards” and REPLACE with “31,000 cubic yards.”

3. Section 00010, BIDDING SCHEDULE

DELETE Bidding Schedule and REPLACE with revised Bidding Schedule (see attachment).

4. Section 352023, DREDGING, Paragraph 1.4.3., Estimated Quantities

Shoal Number 2

Required Dredging Prism CY PL Meas. has increased from 150,000 to 285,000

Allowable Overdepth Prism CY PL Meas. has increased from 90,000 to 135,000

Total CY PL Meas. has increased from 240,000 to 420,000

Shoal Number 2A

Required Dredging Prism CY PL Meas. has increased from 32,000 to 36,000

Allowable Overdepth Prism CY PL Meas. has decreased from 60,000 to 50,000

Total CY PL Meas. has decreased from 92,000 to 86,000

Shoal Number 3

Required Dredging Prism CY PL Meas. has increased from 40,000 to 50,000

Total CY PL Meas. has increased from 65,000 to 75,000

Shoal Number 3A

Required Dredging Prism CY PL Meas. has increased from 50,000 to 65,000

Total CY PL Meas. has increased from 95,000 to 110,000

Shoal Number 4

Required Dredging Prism CY PL Meas. has increased from 415,000 to 430,000

Allowable Overdepth Prism CY PL Meas. has increased from 100,000 to 115,000

Total CY PL Meas. has increased from 515,000 to 545,000

Shoal Number 4A

Required Dredging Prism CY PL Meas. has increased from 100,000 to 175,000

Allowable Overdepth Prism CY PL Meas. has increased from 45,000 to 75,000

Total CY PL Meas. has increased from 145,000 to 250,000

Shoal Number 5

Required Dredging Prism CY PL Meas. has increased from 125,000 to 170,000

Allowable Overdepth Prism CY PL Meas. has increased from 60,000 to 90,000

Total CY PL Meas. has increased from 185,000 to 260,000

TC Dock (MSDDC)

Required Dredging Prism CY PL Meas. has decreased from 24,000 to 17,000

Total CY PL Meas. has decreased from 35,000 to 28,000

Total

Required Dredging Prism CY PL Meas. has decreased from 1,036,000 to 1,275,000

Allowable Overdepth Prism CY PL Meas. has increased from 537,000 to 597,000

Total CY PL Meas. has increased from 1,573,000 to 1,872,000

5. Attachment L

Delete Attachment L, Consolidated Report‐Dredging and replace with revised Attachment L

(see attachment).

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 09-Apr-2015 02:00 PM to 14-Apr-2015 02:00 PM.

CLIN 0003

The pricing detail quantity has increased by 180,000.00 from 240,000.00 to 420,000.00.

CLIN 0004

The pricing detail quantity has increased by 30,000.00 from 515,000.00 to 545,000.00.

CLIN 0005

The pricing detail quantity has increased by 35,000.00 from 215,000.00 to 250,000.00.

CLIN 0006

The pricing detail quantity has increased by 42,000.00 from 218,000.00 to 260,000.00.

SUBCLIN 0008AB

The pricing detail quantity has decreased by 7,000.00 from 35,000.00 to 28,000.00.

CLIN 0009

The pricing detail quantity has decreased by 6,000.00 from 92,000.00 to 86,000.00.

CLIN 0010

The pricing detail quantity has increased by 10,000.00 from 65,000.00 to 75,000.00.

CLIN 0011

The pricing detail quantity has increased by 15,000.00 from 95,000.00 to 110,000.00.

(End of Summary of Changes)

FY15 Joint Base Charleston Maintenance Dredging Revision A

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

1. DRAWINGS

Delete Drawings C‐02 thru C‐08 and replace with revised Drawings C‐02 – C‐08 (see

2. Section 00010, DESCRIPTION OF WORK

DELETE “1,535,000 cubic yards” and REPLACE with “1,841,000 cubic yards.”

DELETE “38,000 cubic yards” and REPLACE with “31,000 cubic yards.”

3. Section 00010, BIDDING SCHEDULE

DELETE Bidding Schedule and REPLACE with revised Bidding Schedule (see attachment).

4. Section 352023, DREDGING, Paragraph 1.4.3., Estimated Quantities

Shoal Number 2

Required Dredging Prism CY PL Meas. has increased from 150,000 to 285,000

Allowable Overdepth Prism CY PL Meas. has increased from 90,000 to 135,000

Total CY PL Meas. has increased from 240,000 to 420,000

Shoal Number 2A

Required Dredging Prism CY PL Meas. has increased from 32,000 to 36,000

Allowable Overdepth Prism CY PL Meas. has decreased from 60,000 to 50,000

Total CY PL Meas. has decreased from 92,000 to 86,000

Shoal Number 3

Required Dredging Prism CY PL Meas. has increased from 40,000 to 50,000

Total CY PL Meas. has increased from 65,000 to 75,000

Shoal Number 3A

Required Dredging Prism CY PL Meas. has increased from 50,000 to 65,000

Total CY PL Meas. has increased from 95,000 to 110,000

Shoal Number 4

Required Dredging Prism CY PL Meas. has increased from 415,000 to 430,000

Allowable Overdepth Prism CY PL Meas. has increased from 100,000 to 115,000

Total CY PL Meas. has increased from 515,000 to 545,000

Shoal Number 4A

Required Dredging Prism CY PL Meas. has increased from 100,000 to 175,000

Allowable Overdepth Prism CY PL Meas. has increased from 45,000 to 75,000

Total CY PL Meas. has increased from 145,000 to 250,000

Shoal Number 5

Required Dredging Prism CY PL Meas. has increased from 125,000 to 170,000

Allowable Overdepth Prism CY PL Meas. has increased from 60,000 to 90,000

Total CY PL Meas. has increased from 185,000 to 260,000

TC Dock (MSDDC)

Required Dredging Prism CY PL Meas. has decreased from 24,000 to 17,000

Total CY PL Meas. has decreased from 35,000 to 28,000

Total

Required Dredging Prism CY PL Meas. has decreased from 1,036,000 to 1,275,000

Allowable Overdepth Prism CY PL Meas. has increased from 537,000 to 597,000

Total CY PL Meas. has increased from 1,573,000 to 1,872,000

5. Attachment L

Delete Attachment L, Consolidated Report‐Dredging and replace with revised Attachment L (see

.5

.6

.7

.2

.4

.3

.1

.9

.8

.0

N

O R

D

A

C E

R E

C

H

C E

R E

T U

IN

G

B

S

E 2321000 E 2322000 E 2323000

E 2321000 E 2322000 E 2323000

100 100 2000

SCALE IN FEET

P .I. 16

2320841.67, 391997.83XY=

E 2323500E 2322500E 2321500E 2320500

E 2323500E 2322500E 2321500E 2320500

.I. 17

1+

2322118.65, 393109.02XY=

2322046.00, 393192.43XY=

2320770.65, 392083.65XY= 17

E

T

I

L

K

V

R T

J

C E

R T

E

F F S E T

M

Q

I

W

C

S C

.O .E . 17

BY MATERIAL DREDGED FROM SHOAL 1.

MATERIAL FROM TC DOCK WILL NEED TO BE CAPPED IN PLACEMENT AREA

10.TO SATISFY PERMIT REQUIREMENTS RELATED TO THIS CONTRACT,

OF TC DOCK FROM STATION 1704+90 TO 1720+83.

DEPLOYMENT AND DISTRIBUTION COMMAND (MSDDC) PORTION

FROM STATION 1703+90 TO 1704+90. MILITARY SURFACE

9. DEFENSE ENERGY SUPPORT CENTER (DESC) PORTION OF TC DOCK

OPERATIONS.

TO LIMIT RISK OF DAMAGE TO DOCK STRUCTURE FROM DREDGING

8. A VERTICAL CUT AT 10’ OFFSET FROM FACE OF DOCK

STATION 1720+83.

7. DREDGING OF OPTIONAL 4:1 SIDE SLOPE MATERIAL IS ALLOWED BEYOND

6. DATE OF CONDITION SURVEY: 5 MAR 2015

GUARD LIGHT LIST DATED 1 JUL 2014.

5. AIDS TO NAVIGATION IDENTIFIED ON DRAWING ARE BASED ON US COAST

CAROLINA STATE PLANE COORDINATE SYSTEM, NAD83 (NSRS2007).

4. ALL HORIZONTAL COORDINATES ARE BASED ON THE SOUTH

REFER TO MEAN LOWER LOW WATER (M.L.L.W.).

3. SOUNDINGS ARE IN FEET AND TENTHS AND

SELECTION.

HYPACK MATRIX PROGRAM WAS USED TO PERFORM THE SOUNDING

SHIFTED TO THE CELL’S CENTER. COASTAL OCEANOGRAPHIC’S

FROM 30’ X 30’ CELLS USING AVERAGE DEPTH

2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL STATION LINES

OF ANY VOLUME USED FOR PAYMENT PURPOSES.

PURPOSES ONLY AND SHALL NOT BE USED FOR COMPUTATION

1. THE INFORMATION DEPICTED ON THIS DRAWING IS FOR PLOTTING

NOTES:

E 2320830.42

N 392188.34

TC DOCK

TIDE GAUGE S

a

NUMBER

REFERENCE

SHEET

.S

Y

IS

IC

te e v ra w n b y k d b s ig fi le n o ie d b u b m it d in g d g s c a le lo t d a ile

IP

IO

of Engineers US Army Corps

Charleston District d b

1"

C-02

.d

J

IF

B

SHEET 2 OF 10

IE

AMENDMENT_1

40’

E 2325000 E 2326000 E 2327000 E 2328000 E 2329000E 2324000

E 2330000E 2329000E 2328000E 2327000E 2326000E 2325000

E 2323000

E 2324000

PIER "BRAVO"

200 200 4000

C-05

SHEET 5 OF 10

B d b b d b d b le n d g s c a t d a

0+0

P.I . 10

2+6 1.9

100+00

P.I. 147+94.764

IV

PIER "CHARLIE"

12 14

N T E R

C C E S

INV. OUT=5.1

INV. IN=7.2

TOP RISER=26.5

152’ - 30"HDPE

SPILLWAY STA. 118+75

TOP ELEV.=23.9

WOODEN WALK

4’ X 12’

J

2328267.80, 397726.37XY=

2328098.11, 397620.56XY=

6+0

2+0

590 ACRES

PLACEMENT AREA

YELLOW HOUSE CREEK

E 2328764.71

N 397202.59

DM 70

TIDE GAUGE

(O

5. DATE OF CONDITION SURVEY: 3 MAR 2015.

STATE PLANE COORDINATES SYSTEM, NAD83 (NSRS2007).

4. ALL HORIZONTAL COORDINATES ARE BASED ON THE SOUTH CAROLINA

LINES FROM 30’ X 30’ CELLS USING AVERAGE DEPTH

2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL STATION

1.1

1.0

1.7

1.2

1.4

1.5

1.8

1.6

1.3

39’

41’

2326193.23, 400675.50XY=

2326363.02, 400781.17XY=

S

301 ACRES

JOINT BASE CHARLESTON

E 2325000 E 2326000 E 2327000 E 2328000 E 2329000E 2324000

E 2323000

2325434.91, 400049.01XY=

C-06

SHEET 6 OF 10

B d b b d b d b le n d g s c a t d a

PIER "CHARLIE"

INV. OUT=5.1

INV. IN=7.2

TOP RISER=26.5

152’ - 30"HDPE

SPILLWAY STA. 118+75

TOP ELEV.=23.9

WOODEN WALK

4’ X 12’

J

E 2330000

E 2325000 E 2326000 E 2327000 E 2328000 E 2329000E 2324000E 2323000 E 2330000

2325836.57, 402184.69XY=

2325444.29, 402174.59XY=

2326129.43, 400399.83XY=

2325286.82, 400834.59XY=

2325706.53, 401078.06XY=

2325402.96, 400218.55XY=

2326110.97, 399371.11XY=

2325479.98, 400295.36XY=

2325406.26, 400423.42XY=

2325414.11, 400435.53XY=

2325354.05, 400477.96XY=

E 2325350.74

N 402019.05

RANGE C FRONT

L S

2325350.88, 400494.74XY=

STRUCTURES WITH 10’ OFFSET.

6. CONTRACTOR WILL VERTICALLY CUT AT FACE OF DOCK AND MOORING

5. DATE OF CONDITION SURVEY: 3 MAR 2015.

STATE PLANE COORDINATES SYSTEM, NAD83 (NSRS2007).

4. ALL HORIZONTAL COORDINATES ARE BASED ON THE SOUTH CAROLINA

LINES FROM 30’ X 30’ CELLS USING AVERAGE DEPTH

2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL STATION

21.3 23.6

25.6 29.1

34.9 36.8

37.1 37.4

37.9 37.4

37.8 38.4

38.9 39.6

40.6 41.9

42.9 43.6

44.1 44.0

16.1 19.4

23.4 28.2

33.5 34.7

35.3 35.1

35.4 35.7

36.3 37.3

38.2 38.9

39.9 41.2

42.6 43.4

44.0 44.4

12.2 14.8

21.2 27.7

32.1

33.7 34.0

34.2 34.5

35.0 36.0

36.5 37.5

38.6 40.0

41.5 42.7

43.8 44.4

44.6

10.8 12.0

18.5 27.2

30.9 33.0

32.9

33.3

33.8 34.3

35.7

40.1 41.9

43.5 44.6

45.2

28.7 31.1

32.5 32.6

32.8

33.2

33.6

35.5

36.5 37.6

39.9 42.6

44.7 45.4

32.5

32.3

32.0

32.4

33.2 33.9

35.9

38.3 40.5

30.0 31.8

31.6

31.9

32.7

33.4 34.4

36.0 38.5

30.9

31.5 31.4

31.4 31.5

37.5 38.8

23.6

30.6

30.2 30.2

30.6

33.4

31.3 31.2

29.2

29.0 29.8

35.8 37.2

28.9 30.4

30.1

31.6

36.1

17.0 25.8

31.2

33.6

R T

E

F S E T

P I

E R

I

37’

2326051.62, 400004.88XY=

2325790.00, 400188.18XY=

2326030.73, 399972.24XY=

2325998.68, 399994.21XY=

2326318.04, 399577.61XY=

2325991.03, 399983.18XY=

L

37’

190+00

+0

2326290.64, 401365.71XY=

2327158.17, 402418.94XY=

2327252.75, 403236.02XY=

2325788.89, 401778.92XY=

2326726.84, 402917.65XY=

2327382.22, 403022.12XY=

2327588.70, 402679.56XY=

E R

E 2325000 E 2326000 E 2327000 E 2328000 E 2329000 E 2330000 E 2331000

E 2331000E 2330000E 2329000E 2328000E 2327000E 2326000E 2325000

.I. 18

+6

P.I. 147+95

35+00

W.E.

2.1

6. DATE OF CONDITION SURVEY: 3 MAR 2015

STATION LINES FROM 30’ X 30’ CELLS USING AVERAGE DEPTH

2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL

b d b le n d b d g s c a t d a d b

C-07

J

B

SHEET 7 OF 10

12 14

E

42’

190+00

2326726.84, 402917.65XY=

E R

2326522.02, 403611.84XY=

6 12

35+00

.I. 18

+6

P.I. 147+95

W.E.

2.1

2326895.48, 403826.24XY=

SHOAL

4A

2328072.45, 403439.94XY=

2328689.78, 403346.10XY=

G"73"

INTERFERING BUOYS

NAME LOCATION

N 403462.59 E 2328004.59 G"73"

E 2326000 E 2327000 E 2328000 E 2329000 E 2330000E 2325000 E 2331000

E 2326000 E 2327000 E 2328000 E 2329000 E 2330000E 2325000 E 2331000

40+00

5.0

5.4

7.2

7.8

10.8

5.0

6.2

7.0

6.4

11.2

2.8

3.2

3.6

2.2

4.2

6.6

5.9

0.3

6.1

5.7

7.1

5.8

6.2

P.I. 200+21.400

2329248.52, 404392.28XY=

R T

E

I

10’ OFFSET.

7. CONTRACTOR WILL VERTICALLY CUT AT FACE OF DOCK WITH

6. DATE OF CONDITION SURVEY: 3 MAR 2015

STATION LINES FROM 30’ X 30’ CELLS USING AVERAGE DEPTH

2. PLOTTED SOUNDINGS WERE EXTRACTED ALONG CHANNEL

NOTES

DREDGE PRISM, 54’ FROM CHANNEL TOE

BUOY IS CURRENTLY IN SIDE SLOPE OF

4:

SI

DE

SLOPES

OPTI

ONAL

REQUI

RED

DEPTH

PLUS

2’

ALLOWABLE

OVERDEPTH

STA.

+3

TO

5+0 b d b le n d b d g s c a t d a d b

C-08

J

L

B

SHEET 8 OF 10

1.

.537

.739

.139 .939

.137

2327588.70, 402679.56XY=

2326043.19, 402087.65XY=

2327382.22, 403022.13XY=

42’

2328572.13, 403971.15XY=

2328900.03, 404579.97XY=

2325506.28, 402530.44XY=

2327252.75, 403236.02XY=

STA. 35+02

SPILLWAY

4’ X 4’

FY15 JOINT BASE CHARLESTON W912HP-15-B-0002

MAINTENANCE DREDGING

SECTION 00010

BIDDING SCHEDULE

ITEM NO. DESCRIPTION

ESTIMATED

QUANTITY

UNIT

UNIT PRICE AMOUNT

BASE

JA

JOB

MOBILIZATION AND DEMOBILIZATION

MAINTENANCE DREDGING IN JOINT BASE

CHARLESTON CHANNEL (SHOALS

1,2,2A,3,3A,4,4A,5)

0008AA

0008AB

OPTION

DREDGING OF UNCLASSIFIED MATERIAL

SHOAL 1

SHOAL 2

SHOAL 4

SHOAL 4A

SHOAL 5

95,000

420,000

545,000

250,000

260,000

28,000

86,000

75,000

110,000

CY

MOBILIZATION AND DEMOBILIZATION

DESC (Sta. 1703+90 to 1704+90)

MSDDC (Sta. 1704+90 to 1720+83)

(COMBINATION OF BASE ITEMS 0001-

0008)

SHOAL 2A

SHOAL 3

SHOAL 3A

(COMBINATION OF OPTION ITEMS 0009-

0011)

(COMBINATION OF ALL ITEMS 0001-

0011)

STATEMENT

Enter prices where space is provided for ALL items. Failure to follow this instruction may render the bid non-responsive and the bid will not be considered for award.

All bidders are advised materially unbalanced bids may be rejected as non-responsive.

Quantities indicated are comprised of material within the required channel prism including the maximum optional pay slope material and two foot (2’) allowable overdepth.

L-1 ATTACHMENT L

CONSOLIDATED REPORT - DREDGING

TITLE: FY15 JOINT BASE CHARLESTON MAINTENANCE DREDGING,

CHARLESTON COUNTY AND BERKELY COUNTY, SOUTH CAROLINA

IFB NO. W912HP-15-B-0002 CONTRACT NO. W912HN-15-C-00XX

DRAWING NO. 9546 (Contract), 9547 (BD), 9548 (AD)

GOVERNMENT INSPECTOR:

CONTRACTOR:

CONTRACTOR'S SUPERINTENDENT:

TYPE EQUIPMENT USED ON JOB:

DREDGE(S): (NAME, SIZE, PUMP HP, BOOSTER, ETC.)

OTHER EQUIPMENT: (DRAGLINES, DOZERS, ETC.)

SUBCONTRACTORS:

DATES:

ADVERTISEMENT: BID OPENING:

AWARD: NOTICE TO PROCEED:

REQUIRED STARTING: ACTUAL STARTING:

REQUIRED COMPLETION DATE: ACTUAL COMPLETION:

NUMBERS DAYS ON JOB (PUMPING):

NUMBERS DAYS ON JOB (TOTAL):

DREDGING QUANTITIES:

REQUIRED PRODUCTION RATE:

ACTUAL PRODUCTION RATE:

CHARACTER OF MATERIALS:

NOTE: HARD MATERIAL OR ANY CHANGE OF CONDITIONS SHOULD BE

NOTED. ANY DEBRIS ENCOUNTERED SHOULD ALSO BE LISTED

WITH EXPLANATION OF HOW IT WAS REMOVED AND WHAT EQUIP

WAS USED FOR REMOVAL.

L-2 ATTACHMENT L

CONSOLIDATED REPORT – DREDGING

ADVERTISED QUANTITIES:

REQUIRED ALLOWABLE

SHOAL DREDGING PRISM OVERDEPTH PRISM TOTAL C.Y.

NUMBER LOCATION C.Y. PL. MEAS. * C.Y. PL. MEAS. ** PL. MEAS.

1 11+91 to

30+00

2 75+69 to

106+00

2A 106+00 to

142+00

3 131+66 to

142+57

3A 140+00 to

161+26

4 152+00 to

171+36

4A 171+36 to

195+00

5 156+00 to

TC DOCK DESC

1703+90 to

1704+90

MSDDC

1704+90 to

1720+83

TOTALS

L-3 ATTACHMENT L

BEFORE DREDGING QUANTITIES:

L-4 ATTACHMENT L

AFTER DREDGING QUANTITIES:

L-5 ATTACHMENT L

EFFECTIVE AND NON-EFFECTIVE TIME:

NAME OF

DREDGE

PUMPING:

HANDLING PIPE LINES:

HANDLING SWING LINES:

CLEARING PUMP AND PIPELINES:

CLEARING CUTTER:

CHANGING LOCATION ON JOB:

PASSING VESSELS:

SHORE LINE & SHORE WORK:

MINOR REPAIR:

PREPARATION:

MISCELLANEOUS:

MOBILIZATION AND

DEMOBILIZATION:

PRIVATE WORK:

SUNDAYS AND HOLIDAYS:

MAJOR REPAIRS:

LOST TIME:

LOST TIME NOT CHARGEABLE TO COST AT WORK:

TOTAL TIME:

AVERAGES:

WIDTH OF CUT:

LIFT:

NUMBER OF LOADS PER DAY:

CUBIC YARDS PER LOAD:

CUBIC YARDS PUMPED PER HOUR - CREDIT:

CUBIC YARDS PUMPED PER HOUR - GROSS:

CUBIC YARDS PUMPED PER DAY - CREDIT:

CUBIC YARDS PUMPED PER DAY - GROSS:

PUMPING TIME - HOURS PER DAY

TIME DELAYS AND CAUSES OF SUCH DELAYS:

L-6 ATTACHMENT L

DISPOSAL AREA(S): (FOR EACH DISPOSAL AREA)

DISPOSAL AREA: Yellow House Creek

TOTAL GROSS CYDS PLACED IN THE DISPOSAL AREA:

LOCATION: (WHAT DISCHARGE POINT)

REMARKS:

DISPOSAL AREA: Joint Base Charleston

TOTAL GROSS CYDS PLACED IN THE DISPOSAL AREA:

LOCATION: (WHAT DISCHARGE POINT)

REMARKS:

WATER QUALITY:

NOTE: DOCUMENTATION SHOULD LIST ALL EFFORTS MADE TO INSURE

WATER QUALITY HAS BEEN MAINTAINED AND ANY PROBLEMS

THAT WERE ENCOUNTERED.

OTHER - EXPLAIN:

REMARKS, COMMENTS, AND LESSONS LEARNED:

L-7 ATTACHMENT L

COSTS/PRICES:

ORIGINAL CONTRACT AWARD AMOUNTS:

0001 MOBILIZATION AND DEMOBILIZATION JA $______ ___

JOINT BASE CHARLESTON CHANNEL

(Shoals 1,2,2A,3,3A,4,4A,5)

0002 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 1

0003 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 2

0004 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 4

0005 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 4A

0006 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 5

0007 MOBILIZATION AND DEMOBILIZATION JA $______ ___

TC Dock

0008 DREDGING OF UNCLASSIFIED MATERIAL

0008AA DESC (Sta. 1703+90 to 1704+90) JA $______ ___

0008AB MSDDC (Sta. 1704+90 to 1720+83) $/CY $______ ___

TOTAL ORIGINAL CONTRACT PRICE (COMBINATION OF BASE ITEMS 0001-0008) $______ ___

0009 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 2A

0010 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 3

0011 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

L-8 ATTACHMENT L

Shoal 3A

TOTAL ORIGINAL CONTRACT PRICE (COMBINATION OF OPTION ITEMS 0012-0013) $______ ___

TOTAL ORIGINAL CONTRACT PRICE (COMBINATION OF BID ITEMS 0001-0013) $______ ___

L-9 ATTACHMENT L

ACTUAL CONTRACT AMOUNTS:

0001 MOBILIZATION AND DEMOBILIZATION JA $______ ___

(Shoals 1,2,2A,3,3A,4,4A,5)

0002 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 1

0003 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 2

0004 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 4

0005 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 4A

0006 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 5

0007 MOBILIZATION AND DEMOBILIZATION JA $______ ___

0008 DREDGING OF UNCLASSIFIED MATERIAL

0008AA DESC (Sta. 1703+90 to 1704+90) JA $______ ___

0008AB MSDDC (Sta. 1704+90 to 1720+83) $/CY $______ ___

TOTAL ORIGINAL CONTRACT PRICE (COMBINATION OF BASE ITEMS 0001-0008) $______ ___

0009 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 2A

0010 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 3

0011 DREDGING OF UNCLASSIFIED MATERIAL $/CY $______ ___

Shoal 3A

L-10 ATTACHMENT L

TOTAL ORIGINAL CONTRACT PRICE (COMBINATION OF OPTION ITEMS 0012-0013) $______ ___

TOTAL ORIGINAL CONTRACT PRICE (COMBINATION OF BID ITEMS 0001-0013) $______ ___

L-11 ATTACHMENT L

MODIFICATIONS:

MOD 1: (BRIEF DESCRIPTION) $___________

MOD 2: (BRIEF DESCRIPTION) $___________

CLAIMS:

CLAIM 1: (BRIEF DESCRIPTION) $___________

CLAIM 2: (BRIEF DESCRIPTION) $___________

ADDITIONAL COSTS:

NOTE: INCLUDE ALL OTHER COSTS NOT LISTED ABOVE.

Summary Of Changes

FY15 JBC Amendment Drawings c-02

9546W-HP0003

9546W-HP0004

c-05 c-06 c-07 c-08

Bid Schedule

Consolidated Report