page of pages amendment of … earthen cofferdam: lump sum $_____ **0004: cofferdam armoring ......
TRANSCRIPT
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 returningor (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 00010ALINE ITEMS AND PRICING SCHEDULE
HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTSS-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 ANDFILTER COLLAR LUMP SUM $_______________
0024 LIMEROCK SURFACE (ESTIMATED QUANTITY) 4,035 SQUARE YARD $___________ $_______________
SECTION 00010ALINE ITEMS AND PRICING SCHEDULE
HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTSS-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 WORKAND 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 $_______________
SECTION 00010ALINE ITEMS AND PRICING SCHEDULE
HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTSS-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 ANDFILTER 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 WORKAND 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) $_______________
SECTION 00010ALINE ITEMS AND PRICING SCHEDULE
HERBERT HOOVER DIKE REHABILITATION, STRUCTURE REPLACEMENTSS-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 proposalineligible 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 Contractorbased on the provided DTM or raw data. The DTM and raw data are available in compressed (zip) format fordownload 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 finishedgrades. The excavation DTM may not fully define surfaces related to temporary cuts required for site featuressuch as stormwater management and erosion control components. Further, the excavation DTM may not reflectembankment foundation details sucha as soil benching. The finished DTM may not fully define surfaces relatedto site features such as stormwater management and erosion control components. Further, the finished gradeDTM may not reflect embankment penetrations, internal embankment components such as seepage collectionsystems, nor embankment slope protection.
CABLE REEL ENCLOSURE
MK. T-9-1
GEOMECHANICS)(BASED ON APPLIED
MK. T-9-1
GATE STEM
SENSOR MODULE ELECTRICAL CABLE3/8" SST FLEXIBLE CONDUIT WITH
FASTENERS @ 5"-7" OC (TYP)3//8" SST CABLE CLAMPS WITH SST
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KEY NOTES:NOTES:
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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 CONNECTIONSBE UTILIZED APPROPRIATELY. CONTRACTORRECOMMENDED INSTALLATION METHODS SHALL OR SEALANT , ETC. AND MANUFACTURER'SSTRAIN RELIEF FITTING, WATERPROOF FITTINGDIRECTIONS. ALL REQUIRED ACCESSORIES, I.E., OBSTRUCTION TO CABLE REEL FUNCTIONING INTERFERENCE WITH GATE OPERATIONS AND NOCABLE 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 FRAMEINSTALL ENCLOSURE WITHIN THE FLAT SURFACEWATER PROOF CONNECTIONS TO REEL CABLES. BEING SUBMERGED IN WATER AND SUSTAINING 6" X 6" X 4" ENCLOSURE SHALL BE CAPABLE OFHEAVY 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 INCLINOMETER CABLE REEL1.
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GATE SKIN PLATE. AXIS FACING AND PERPENDICULAR TO THE FLAP 2. INCLINOMETER SHALL BE INSTALLED WITH THE +X
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ON THE SAME ALIGNMENT. INCLINOMETER CABLE SHALL BE CENTERED THE GATE ACTUATOR STEM AND 3.
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