Amendment__0008_HHD_KI1_AND_KI2__17R0006.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

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.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER 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

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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 (Number, 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)

Previous edition unusable

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTS

S-266 (KI-1) AND S-265 (KI-2) RECONSTRUCTION

OKEECHOBEE COUNTY, FLORIDA

W912EP-17-R-0006 00010A-1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

S-266 (KI-1):

0001 ACCESS LUMP SUM $_______________

0002 TURBIDITY MONITORING LUMP SUM $_______________

0003 EARTHEN COFFERDAM LUMP SUM $_______________

**0004 COFFERDAM ARMORING (ESTIMATED QUANTITY) 3,060 SQUARE YARD $___________ $_______________

**0005 COFFERDAM SEEPAGE PROTECTION

(ESTIMATED QUANTITY) 2,110 SQUARE YARD $___________ $_______________

0006 DEWATERING LUMP SUM $_______________

0007 EXCAVATION LUMP SUM $_______________

0008 DEMOLITION LUMP SUM $_______________

0009 SHEETPILE SCOUR CUTOFF WALLS LUMP SUM $_______________

0010 MUD MAT LUMP SUM $_______________

0011 LAKESIDE HEADWALL REINFORCED CONCRETE LUMP SUM $_______________

0012 LAKESIDE WING WALLS REINFORCED CONCRETE LUMP SUM $_______________

0013 LANDSIDE HEADWALL REINFORCED CONCRETE LUMP SUM $_______________

0014 LANDSIDE WING WALLS REINFORCED CONCRETE LUMP SUM $_______________

0015 CULVERT STRUCTURE REINFORCED CONCRETE LUMP SUM $_______________

0016 LAKESIDE HEADWALL EMBEDDED METALS LUMP SUM $_______________

0017 LANDSIDE HEADWALL EMBEDDED METALS LUMP SUM $_______________

0018 MISCELLANEOUS METALS LUMP SUM $_______________

0019 COMBINATION SLIDE/FLAP GATE WITH ACTUATOR 2 EACH $___________ $_______________

0020 MANATEE SCREEN/DEBRIS BARRIER 6 EACH $___________ $_______________

0021 EMBANKMENT FILL 116,060 CUBIC YARD $___________ $_______________

0022 SOIL-BENTONITE CORE LUMP SUM $_______________

0023 CHIMNEY DRAIN, DRAINAGE BLANKENT AND

FILTER COLLAR LUMP SUM $_______________

0024 LIMEROCK SURFACE (ESTIMATED QUANTITY) 4,035 SQUARE YARD $___________ $_______________

HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTS

S-266 (KI-1) AND S-265 (KI-2) RECONSTRUCTION

OKEECHOBEE COUNTY, FLORIDA

W912EP-17-R-0006 00010A-2

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0025 ASPHALT PAVEMENT (ESTIMATED QUANTITY) 2,065 SQUARE YARD $___________ $_______________

0026 RESTORATION RIPRAP (ESTIMATED QUANTITY) 430 SQUARE YARD $___________ $_______________

0027 INTAKE AND OUTLET CHANNEL LUMP SUM $_______________

0028 SITE SIGNAGE LUMP SUM $_______________

0029 CONTROL BUILDING LUMP SUM $_______________

0030 ELECTRICAL AND TELECOMMUNICATIONS WORK

AND EQUIPMENT LUMP SUM $_______________

0031 SODDING (ESTIMATED QUANTITY) 22,840 SQUARE YARD $___________ $_______________

0032 DUAL LEAF GATES 2 EACH $___________ $_______________

0033 ABANDONMENT GROUTING (ESTIMATED QUANTITY) 440 CUBIC YARD $___________ $_______________

0034 STILLING WELLS LUMP SUM $_______________

SUBTOTAL FOR S-266 (LINE ITEMS 0001 THROUGH 0034) $_______________

S-265 (KI-2):

0035 ACCESS LUMP SUM $_______________

0036 TURBIDITY MONITORING LUMP SUM $_______________

0037 EARTHEN COFFERDAM LUMP SUM $_______________

0038 COFFERDAM ARMORING (ESTIMATED QUANTITY) 4,100 SQUARE YARD $___________ $_______________

0039 COFFERDAM SEEPAGE PROTECTION

(ESTIMATED QUANTITY) 4,900 SQUARE YARD $___________ $_______________

0040 DEWATERING LUMP SUM $_______________

0041 EXCAVATION LUMP SUM $_______________

0042 DEMOLITION LUMP SUM $_______________

0043 SHEETPILE SCOUR CUTOFF WALLS LUMP SUM $_______________

0044 MUD MAT LUMP SUM $_______________

0045 LAKESIDE HEADWALL REINFORCED CONCRETE LUMP SUM $_______________

0046 LAKESIDE WING WALLS REINFORCED CONCRETE LUMP SUM $_______________

0047 LANDSIDE HEADWALL REINFORCED CONCRETE LUMP SUM $_______________

HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTS

S-266 (KI-1) AND S-265 (KI-2) RECONSTRUCTION

OKEECHOBEE COUNTY, FLORIDA

W912EP-17-R-0006 00010A-3

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0048 LANDSIDE WING WALLS REINFORCED CONCRETE LUMP SUM $_______________

0049 CULVERT STRUCTURE REINFORCED CONCRETE LUMP SUM $_______________

0050 LAKESIDE HEADWALL EMBEDDED METALS LUMP SUM $_______________

0051 LANDSIDE HEADWALL EMBEDDED METALS LUMP SUM $_______________

0052 MISCELLANEOUS METALS LUMP SUM $_______________

0053 COMBINATION SLIDE/FLAP GATE WITH ACTUATOR 1 EACH $___________ $_______________

0054 MANATEE SCREEN/DEBRIS BARRIER 3 EACH $___________ $_______________

0055 EMBANKMENT FILL 76,650 CUBIC YARD $___________ $_______________

0056 SOIL-BENTONITE CORE LUMP SUM $_______________

0057 CHIMNEY DRAIN, DRAINAGE BLANKENT AND

FILTER COLLAR LUMP SUM $_______________

0058 LIMEROCK SURFACE (ESTIMATED QUANTITY) 3,790 SQUARE YARD $___________ $_______________

0059 ASPHALT PAVEMENT (ESTIMATED QUANTITY) 2,150 SQUARE YARD $___________ $_______________

0060 RESTORATION RIPRAP (ESTIMATED QUANTITY) 315 SQUARE YARD $___________ $_______________

0061 INTAKE AND OUTLET CHANNEL LUMP SUM $_______________

0062 SITE SIGNAGE LUMP SUM $_______________

0063 CONTROL BUILDING LUMP SUM $_______________

0064 ELECTRICAL AND TELECOMMUNICATIONS WORK

AND EQUIPMENT LUMP SUM $_______________

0065 SODDING (ESTIMATED QUANTITY) 19,130 SQUARE YARD $___________ $_______________

0066 DUAL LEAF GATES 1 EACH $___________ $_______________

0067 BYPASS PUMPING STANDBY LUMP SUM $_______________

0068 STILLING WELLS LUMP SUM $_______________

0069 BYPASS PUMP OPERATION LUMP SUM $_______________

SUBTOTAL FOR S-265 (LINE ITEMS 0035 THROUGH 0069) $_______________

HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTS

S-266 (KI-1) AND S-265 (KI-2) RECONSTRUCTION

OKEECHOBEE COUNTY, FLORIDA

W912EP-17-R-0006 00010A-4

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0070 CONTRACTING OFFICER'S FIELD OFFICE 48 MONTH $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0070) $_______________

NOTES: (1) See Section 00100 INSTRUCTIONS TO OFFERORS.

(2) Quantities shown are estimated, actual quantities may vary. See Clause 52.211-18 "Variation in Estimated Quantity" of Section 00700 CONTRACT CLAUSES.

(3) Offerors must price all line items.

(4) Failure to complete and return all required submissions (see Section 00100A) could render your proposal ineligible for award.

(5) Digital Terrain Models (DTM) and requisite raw data in XLM format are avialable for informational purposes only.

The Government assumes no responsibility for any apparent errors that may be present in the DTM or raw data;

nor does the Government assume responsibility for any conclusions or interpretations made by the Contractor based on the provided DTM or raw data. The DTM and raw data are available in compressed (zip) format for download by offerors with the solicitation on the Federal Business Opportunities (www.fbo.gov) web site.

The available information may include DTM surfaces for the existing site grades, excavation grades, and finished grades. The excavation DTM may not fully define surfaces related to temporary cuts required for site features such as stormwater management and erosion control components. Further, the excavation DTM may not reflect embankment foundation details sucha as soil benching. The finished DTM may not fully define surfaces related to site features such as stormwater management and erosion control components. Further, the finished grade DTM may not reflect embankment penetrations, internal embankment components such as seepage collection systems, nor embankment slope protection.

CABLE REEL ENCLOSURE

MK. T-9-1

GEOMECHANICS)

(BASED ON APPLIED

MK. T-9-1

GATE STEM

SENSOR MODULE ELECTRICAL CABLE

3/8" SST FLEXIBLE CONDUIT WITH

FASTENERS @ 5"-7" OC (TYP)

3//8" SST CABLE CLAMPS WITH SST

OPERATING PLATFORM

" HOLE2

1MIN Ø 1

" UNISTRUT 8" LG8

" HOLE2

1MIN Ø 1

GATE ACTUATOR

SEE NOTE 1

COMBINATION GATE

CABLE

WITH SENSOR MODULE ELECTRICAL

3/8" SST FLEXIBLE CONDUIT

CONDUIT

3/8" SST FLEXIBLE

GATE ACTUATOR

3/8" SST FLEXIBLE CONDUIT

FITTING (TYP)

LIQUID TIGHT

FITTING

STRAIN RELIEF

JUNCTION BOX

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SCALE: C

INCLINOMETER PLAN

DETAIL

SCALE: B

KEY NOTES:NOTES:

"A" 12" 6" 0 1' 2' 3' 4' 5'

"B" 03''6''9''12'' 1'

"C"

2'1'01'

SCALE: A

SCALE: A

FRONT ELEVATION

T-09

A

T-09 A

T-09

T-09

J .D .H

S .J .P

SECTION

GRAPHIC SCALES

C

ACTUATOR NOT SHOWN

NOTE: GATE STEM ABOVE THE

A

T-09

DEPENDENT ON THE MANUFACTURER

NOTE: ACTUAL SIZE OF EQUIPMENT IS

CAPS INSTALLED.

IN THE MK T-09-1 SENSOR HOUSING WITH BOTH PIPE

MOVE ON ITS' X, Y, AND Z AXIS ONCE IT IS INSTALLED

DOES NOT ROTATE, SLIDE, SPIN, OR OTHERWISE

CONTRACTOR SHALL ENSURE THE INCLINOMETER3.

GATE SKIN PLATE.

AXIS FACING AND PERPENDICULAR TO THE FLAP

INCLINOMETER SHALL BE INSTALLED WITH THE +X 2.

MANUFACTURER.

GATE POSITION SENSORS WITH THE GATE

SHALL COORDINATE LOCATION AND MOUNTING OF

THE ITEM(S) ACTUALLY INSTALLED. CONTRACTOR

REPRESENTATION AND MAY NOT ACCURATELY SHOW

COMBINATION GATE SHOWN IS ONLY A CONCEPTUAL1.

OFFICE.

CONNECTIONS SHALL BE VERIFIED WITH THE FIELD

NO WATER INTRUSION CAN OCCUR. ALL THE

INSIDE ENCLOSURE VIGOROUSLY TO MAKE SURE

SHALL TEST AND VERIFY CABLE CONNECTIONS

BE UTILIZED APPROPRIATELY. CONTRACTOR

RECOMMENDED INSTALLATION METHODS SHALL

OR SEALANT , ETC. AND MANUFACTURER'S

STRAIN RELIEF FITTING, WATERPROOF FITTING

DIRECTIONS. ALL REQUIRED ACCESSORIES, I.E.,

OBSTRUCTION TO CABLE REEL FUNCTIONING

INTERFERENCE WITH GATE OPERATIONS AND NO

CABLE REEL LOCATION TO ENSURE NO

OF ENCLOSURE INSTALLATION TO ALIGN WITH

AS SHOWN. MAKE ANY NECESSARY ADJUSTMENT

OF THE U- SHAPED SST UPPER SLIDE GATE FRAME

INSTALL ENCLOSURE WITHIN THE FLAT SURFACE

WATER PROOF CONNECTIONS TO REEL CABLES.

BEING SUBMERGED IN WATER AND SUSTAINING

6" X 6" X 4" ENCLOSURE SHALL BE CAPABLE OF

HEAVY DUTY SUBMERSIBLE SST NEMA 6P (IP68)5.

THE GATE MANUFACTURER.

ORIENTATION OF THE INCLINOMETER WITH

COORDINATE THE SPECIFIC LOCATION AND

GATE AS SHOWN. CONTRACTOR SHALL

THE UPPER LEFT QUADRANT OF THE FLAP

INCLINOMETER SHALL BE INSTALLED WITHIN 4.

ON THE SAME ALIGNMENT.

INCLINOMETER CABLE SHALL BE CENTERED

THE GATE ACTUATOR STEM AND 3.

30 FEET OF 1/2" FLEXIBLE CONDUIT.

CABLE REEL SHALL BE CABLE OF HOLDING

AND CONSTANT TENSION DEVICE DRIVEN

REEL SST WITH BOTTOM WIND DIRECTION

ENCLOSURE AND A SPRING DRIVEN CABLE

CONSISTS OF A NEMA 4X SST, 20"x20"x8"

CABLE REEL ENCLOSURE ASSEMBLY2.

CRANK.

OF GATE ACTUATOR OPPOSITE OF HAND

ENCLOSURE SHALL BE MOUNTED ON SIDE

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SEE NOTE 1

COMBINATION GATE

GEOMECHANICS)

(BASED ON APPLIED

MK. T-9-1

CABLE REEL ENCLOSURE

CONDUIT

3/8" SST FLEXIBLE

MK. T-9-1

GATE ACTUATOR

GATE STEM

3/8" SST FLEXIBLE CONDUIT

CABLE

SENSOR MODULE ELECTRICAL

3/8" SST FLEXIBLE CONDUIT WITH

CABLE

WITH SENSOR MODULE ELECTRICAL

3/8" SST FLEXIBLE CONDUIT

SST FASTENERS @ 5"-7" OC (TYP)

3/8" SST CABLE CLAMPS WITH

JUNCTION BOX

FITTING

STRAIN RELIEF

FITTING (TYP)

LIQUID TIGHT

" UNISTRUT8

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INCLINOMETER PLAN

DETAIL

SCALE: B

KEY NOTES:

CAPS INSTALLED.

IN THE MK T-09-1 SENSOR HOUSING WITH BOTH PIPE

MOVE ON ITS' X, Y, AND Z AXIS ONCE IT IS INSTALLED

DOES NOT ROTATE, SLIDE, SPIN, OR OTHERWISE

3. CONTRACTOR SHALL ENSURE THE INCLINOMETER

GATE SKIN PLATE.

AXIS FACING AND PERPENDICULAR TO THE FLAP

2. INCLINOMETER SHALL BE INSTALLED WITH THE +X

MANUFACTURER.

GATE POSITION SENSORS WITH THE GATE

SHALL COORDINATE LOCATION AND MOUNTING OF

THE ITEM(S) ACTUALLY INSTALLED. CONTRACTOR

REPRESENTATION AND MAY NOT ACCURATELY SHOW

1. COMBINATION GATE SHOWN IS ONLY A CONCEPTUAL

NOTES:

"A" 12" 6" 0 1' 2' 3' 4' 5'

"B" 03''6''9''12'' 1'

"C"

2'1'01'

SCALE: ASCALE: A

FRONT ELEVATION

T-09

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T-09 A

T-09

T-09

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SECTION

GRAPHIC SCALES

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DEPENDENT ON THE MANUFACTURER

NOTE: ACTUAL SIZE OF EQUIPMENT IS

ACTUATOR NOT SHOWN

NOTE: GATE STEM ABOVE THE

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OFFICE.

CONNECTIONS SHALL BE VERIFIED WITH THE FIELD

NO WATER INTRUSION CAN OCCUR. ALL THE

INSIDE ENCLOSURE VIGOROUSLY TO MAKE SURE

SHALL TEST AND VERIFY CABLE CONNECTIONS

BE UTILIZED APPROPRIATELY. CONTRACTOR

RECOMMENDED INSTALLATION METHODS SHALL

OR SEALANT , ETC. AND MANUFACTURER'S

STRAIN RELIEF FITTING, WATERPROOF FITTING

DIRECTIONS. ALL REQUIRED ACCESSORIES, I.E.,

OBSTRUCTION TO CABLE REEL FUNCTIONING

INTERFERENCE WITH GATE OPERATIONS AND NO

CABLE REEL LOCATION TO ENSURE NO

OF ENCLOSURE INSTALLATION TO ALIGN WITH

AS SHOWN. MAKE ANY NECESSARY ADJUSTMENT

OF THE U- SHAPED SST UPPER SLIDE GATE FRAME

INSTALL ENCLOSURE WITHIN THE FLAT SURFACE

WATER PROOF CONNECTIONS TO REEL CABLES.

BEING SUBMERGED IN WATER AND SUSTAINING

6" X 6" X 4" ENCLOSURE SHALL BE CAPABLE OF

HEAVY DUTY SUBMERSIBLE SST NEMA 6P (IP68)5.

THE GATE MANUFACTURER.

ORIENTATION OF THE INCLINOMETER WITH

COORDINATE THE SPECIFIC LOCATION AND

AS SHOWN. CONTRACTOR SHALL

UPPER LEFT QUADRANT OF THE FLAP GATE

INCLINOMETER SHALL BE INSTALLED WITHIN 4.

ON THE SAME ALIGNMENT.

INCLINOMETER CABLE SHALL BE CENTERED

THE GATE ACTUATOR STEM AND 3.

30 FEET OF 1/2" FLEXIBLE CONDUIT.

CABLE REEL SHALL BE CABLE OF HOLDING

AND CONSTANT TENSION DEVICE DRIVEN

REEL SST WITH BOTTOM WIND DIRECTION

ENCLOSURE AND A SPRING DRIVEN CABLE

CONSISTS OF A NEMA 4X SST, 20"x20"x8"

CABLE REEL ENCLOSURE ASSEMBLY2.

CRANK.

OF GATE ACTUATOR OPPOSITE OF HAND

ENCLOSURE SHALL BE MOUNTED ON SIDE

INCLINOMETER CABLE REEL1.

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Please see SF30 Continuation Sheet The Proposal due date remains 30 June 2017 @ 3:00 PM Local Time.

All other conditions remain unchanged.

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE, FL 32207-8175