SEMINOLE TRIBE OF FLORIDA PURCHASING DEPARTMENT RFB MABEL T FRANK WAY ROADWAY CONSTRUCTION BIG CYPRESS INDIAN RESERVATION

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1 SEMINOLE TRIBE OF FLORIDA PURCHASING DEPARTMENT RFB MABEL T FRANK WAY ROADWAY CONSTRUCTION BIG CYPRESS INDIAN RESERVATION 6300 STIRLING ROAD HOLLYWOOD, FLORIDA ADDENDUM NUMBER THREE June 12, 2015 The following changes, additions, and/or deletions are hereby made a part of the Request for Bids (RFB) documents for the Roadway Construction Mabel T Frank Way Big Cypress Indian Reservation for the Seminole Tribe of Florida, as fully and completely as if the same were fully set forth therein: REQUEST FOR BIDS A. ATTACHMENT REMOVE: Attachment C. Bid Form REPLACE WITH: Attachment C. Bid Form (June 12, 2015); attached. B. CLARIFICATIONS 1. Utility Adjustments Sheets no. 79, 80, 81, 82, 88, 89, 90 and 91 have been revised as shown (attached) and are described as follows: i. Proposed Lift Station and associated details shown on sheets 81, 90 and 91 have been removed from the scope of this project, and will be constructed under a separate project. ii. 4 Inch Force Main shown on plans sheets 81, 82, 88 and 89 to RV Park has been removed from the scope of this project. iii. New 4 Inch Force Main has been added on plan sheets 79, 80 and 81 from future Lift Station location to Josie Billie Highway. SEMINOLE TRIBE OF FLORIDA Monica Maragh Contract Specialist RFB ROADWAY CONSTRUCTION MABEL T FRANK WAY ADDENDUM No. 3 Page 1 of 2

2 2. The bid form has been modified: EMBANKMENT (HAULING ONLY) has been added to Bid Items for both Street B (roadway and drainage items), as well as the Homesite pads (Pad items). 3. For assessment and qualification of the bids, the total amount of embankment needed for both bid items of EMBANKMENT (INCLUDING HAULING) and EMBANKMENT (HAULING ONLY) have been divided equally. The total amount of fill quantity needed is the sum of the two bid items. Contractors may be required to obtain the entire fill quantity needed from the Seminole Tribe of Florida Rock Pit, off site source and/or a combination of the two. 4. Location of material for EMBANKMENT (HAULING ONLY) is the Big Cypress Rock Pit located on the southern end of the Big Cypress Reservation Limits. 5. Any material in excess of what is required per the design plans must be preapproved before use. The Tribe will not pay for any excess material used by the contractor which is not required per the plans. Section 285 7a of the FDOT Standard specifications for road and bridge construction shall not apply. 6. Sheet 18 (attached) of the roadway plan sheets was revised to show the proposed roadway layout. 7. Burning of Debris from clearing and grubbing operation of this project can be disposed at the Big Cypress Burn Site with prior approval and coordination with the Reservation Supervisor, Mr. Keith Thomas at (863) x 13421, or (863) Mobile. 8. All mechanical restraints (fittings) for all proposed water mains, and force mains, shall be included in the unit price cost for the pipe. 9. All roadway related standards and specifications shall be based on the Florida Department of Transportation latest indexes and design specifications. The roadway standards and specifications shown on the STOF Detail Book shall not apply for this project. SEMINOLE TRIBE OF FLORIDA Monica Maragh Contract Specialist RFB ROADWAY CONSTRUCTION MABEL T FRANK WAY ADDENDUM No. 3 Page 2 of 2

3 Seminole Tribe of Florida Bid Form MABEL T FRANK WAY ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT MABLE T. FRANK WAY (BIA B009), FROM BIA 1281 FOR MILES EASTWARD. (Mabel T Frank Way, Street A, Ponds and Lateral Ditch) ROADWAY AND DRAINAGE ITEMS MOBILIZATION LS MAINTENANCE OF TRAFFIC LS SEDIMENT BARRIER LF CLEARING & GRUBBING AC REGULAR EXCAVATION CY *EMBANKMENT (INCLUDING HAULING) CY **EMBANKMENT (HAULING ONLY) CY TYPE B STABILIZATION SY OPTIONAL BASE, BASE GROUP 01 SY OPTIONAL BASE, BASE GROUP 03 SY SUPERPAVE ASPHALTIC CONC, TRAFFIC B TN CONCRETE CURB AND GUTTER TYPE F LF SIDEWALK CONCRETE, 4" THICK SY PERFORMANCE TURF SY PERFORMANCE TURF, SOD SY INLETS, DT BOT, TYPE C,<10' EA INLETS, DT BOT, TYPE C,JBOT, <10' EA INLETS, DT BOT, TYPE E, <10' EA INLETS, DITCH BOTTOM, TYPE G, <10' EA INLETS, DT BOT, TYPE H, <10' EA MANHOLES, J-8, <10' EA PIPE CULVERT, OPTIONAL MATERIAL, OTHER SHAPE - ELLIP/ARCH, LF PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 18"S/CD LF PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD LF PIPE CULVERT, OPT MATERIAL, ROUND, 48"S/CD LF PIPE CULVERT,OPTIONAL MATERIAL,OTHER SHAPE-ELIP/ARCH, LF PIPE CULVERT, OPT MATERIAL, OTHER SHAPE - ELIP/ARCH, LF PIPE CULVERT, OPT MATERIAL, OTHER SHAPE - ELIP/ARCH, LF MITERED END SECTION, OPTIONAL ROUND, 18" CD EA MITERED END SECTION, OPTIONAL ROUND, 48" CD EA MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 24" CD EA MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 30" CD EA MITERED END SECTION, OPTIONAL - ELLIPTICAL / ARCH, 48" CD EA MITERED END SECT, OPTIONAL /ELLIP/ARCH, 30" SD EA 2 ROADWAY AND DRAINAGE ITEMS TOTAL = SIGNING AND PAVEMENT MARKING ITEMS SINGLE POST SIGN, F&I, LESS THAN 12 SF AS SINGLE POST SIGN, REMOVE AS PAINTED PAVEMENT MARKINGS, STANDARD, WHITE, SOLID, 24" LF PAINTED PAVEMENT MARKINGS, STANDARD, YELLOW, SOLID, 6" NM SIGNING AND PAVEMENT MARKING ITEMSTOTAL = Page 1 of 4

4 Seminole Tribe of Florida Bid Form MABEL T FRANK WAY ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT MABLE T. FRANK WAY (BIA B009), FROM BIA 1281 FOR MILES EASTWARD. (Mabel T Frank Way, Street A, Ponds and Lateral Ditch) UTILITY ITEMS 1.0 GENERAL 1.1 MOBILIZATION LS EROSION CONTROL (SILT SCREEN, SPRAYDOWN) LS MAINTENANCE OF TRAFFIC LS SURVEYING FOR CONSTRUCTION LS PRE-CONSTRUCTION VIDEO LS FINAL MEASURES (AS-BUILTS) LS TESTING LS CLEARING AND GRUBBING LS DEWATERING LS GRAVITY SANITARY SEWER 2.1 6" PVC SANITARY SEWER SINGLE SERVICE EA " PVC SANITARY SEWER DOUBLE SERVICE EA ' DIAMETER MANHOLE 4'-6' DEPTH EA ' DIAMETER MANHOLE 8'-10' DEPTH EA ' DIAMETER MANHOLE 10'-12'' DEPTH EA ' DIAMETER MANHOLE 12'-14'' DEPTH EA " SDR 35 PVC GRAVITY SEWER MAIN 6'-8' DEPTH LF " SDR 35 PVC GRAVITY SEWER MAIN 8'-10' DEPTH LF " SDR 35 PVC GRAVITY SEWER MAIN 10'-12' DEPTH LF " SDR 35 PVC GRAVITY SEWER MAIN 12'-14' DEPTH LF FORCE MAIN 3.1 4" C-900 DR18 PVC FORCEMAIN LF " PE 3408 FORCEMAIN - HORIZONTAL DIRECTIONAL DRILL LF "x45 DEGREE MECHANICAL JOINT BEND F "x22.5 DEGREE MECHANICAL JOINT BEND F AIR RELEASE VALVE V FORCEMAIN CONNECTION TO EXISTING MANHOLE LS LIFT STATION ' DIAMETER WET WELL, TOP SLAB, HATCH LS 1 2x SUBMERSIBLE PUMPS, INCLUDING PUMP BASES, SLIDE RAILS, LIFTING 4.2 CHAINS, LEVEL SENSING PROBE AND CABLES) LS CONTROL PANEL, ANTENNA AND JUNCTION BOX AND MOUNTS LS ELECTRICAL WORK (CONDUITS, WIRES, DISCONNECTS) LS " DUCTILE IRON VENT EA " DUCTILE IRON PIPE, FLANGED LF "x2" DI ECCENTRIC REDUCER R VALVE VAULT (STRUCTURE, HATCH, AND DRAIN PIPING) LS " EMERGENCY PUMP CONNECTION WITH 4" CAMLOCK FITTING EA " SWING CHECK VALVE V " FLANGED PLUG VALVE V PRESSURE GAUGE EA 2 Page 2 of 4

5 Seminole Tribe of Florida Bid Form MABEL T FRANK WAY ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT MABLE T. FRANK WAY (BIA B009), FROM BIA 1281 FOR MILES EASTWARD. (Mabel T Frank Way, Street A, Ponds and Lateral Ditch) "x90 DEGREE MECHANICAL JOINT BEND F " MECHANICAL JOINT TEE F MISCELLANEOUS MECHANICAL JOINT FITTINGS F POTABLE WATER 5.1 8" C-900 DR18 PVC WATERMAIN LF " C-900 DR18 PVC WATERMAIN LF " GATE VALVE EA " INSTA-VALVE LT " GATE VALVE V "x8"x6" FIRE HYDRANT TEE EA FIRE HYDRANT ASSEMBLY A " MECHANICAL JOINT TEE F CUT-IN 8" MECHANICAL JOINT TEE F " BLOW-OFF EA "x90 DEGREE MECHANICAL JOINT FITTING F "x45 DEGREE MECHANICAL JOINT FITTING F "x11.25 DEGREE MECHANICAL JOINT FITTING F " PVC WATER SERVICE (TWO EXISTING LOTS) LF LONG WATER SERVICE SINGLE ST LONG WATER SERVICE DOUBLE ST SHORT WATER SERVICE SINGLE ST SHORT WATER SERVICE DOUBLE ST MISCELLANEOUS MECHANICAL JOINT FITTINGS F 10 A-1 ALTERNATE - POTABLE WATER (FUTURE LOOP EXTENSION) A-1.1 8" C-900 DR18 PVC WATERMAIN LF 1702 A-1.2 8"x45 DEGREE MECHANICAL JOINT FITTING F 1 A-1.3 8"x22.5 DEGREE MECHANICAL JOINT FITTING F 1 A-1.4 8" GATE VALVE V 2 A-1.5 8"x6" REDUCER R 1 UTILITY ITEMS TOTAL = ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT STREET B ROADWAY AND DRAINAGE ITEMS MOBILIZATION LS MAINTENANCE OF TRAFFIC LS SEDIMENT BARRIER LF CLEARING & GRUBBING AC REGULAR EXCAVATION CY *EMBANKMENT (INCLUDING HAULING) CY **EMBANKMENT (HAULING ONLY) CY TYPE B STABILIZATION SY OPTIONAL BASE, BASE GROUP 01 SY PERFORMANCE TURF SY PERFORMANCE TURF, SOD SY 2494 ROADWAY AND DRAINAGE ITEMS TOTAL = Page 3 of 4

6 Seminole Tribe of Florida Bid Form MABEL T FRANK WAY ITEM NO. ITEM DESCRIPTION UNIT QUANTITY UNIT COST AMOUNT HOMESITE PADS PAD ITEMS MAINTENANCE OF TRAFFIC LS SEDIMENT BARRIER LF CLEARING & GRUBBING AC *EMBANKMENT (INCLUDING HAULING) CY **EMBANKMENT (HAULING ONLY) CY PAD ITEMS TOTAL = * ACTUAL QUANTITY AT CONSTRUCTION COULD RANGE FROM CY ** ACTUAL QUANTITY AT CONSTRUCTION COULD RANGE FROM CY. LOCATION OF MATERIAL TO BE HAULED IS AT THE BC ROCK PIT Signature of Official Authorized to Bind Bidder Print Name: Title: Date: Failure to fully complete and sign this Bid Form may result in rejection of Bid. END SCHEDULE OF BID ITEMS Page 4 of 4

7 Fnd.stk-MTF19 LOT # ACRES SEE SHEET 31 FOR DRIVEWAY CONSTRUCTION DETAIL LOT # ACRES N ' UNPAVED SHLDR. 12' ASPHALT DRIVEWAY Feet LOT # ACRES 4' UNPAVED SHLDR. 40' EASEMENT S-10A MABEL T. FRANK WAY S-10 STA , 18.50' LT. CONST. TYPE C DBI GRATE EL FL. S, E 16.2 FDOT INDEX NO. 232 PROP. R/W 12' DRIVEWAY STA STA , 18.50' LT. CONST. TYPE C DBI GRATE EL FL. W 16.4 FDOT INDEX NO LF OF 18" RCP { CONST./PGL MABEL T FRANK WAY 5' CONC. SW S-13 STA , 18.50' LT. CONST. TYPE C DBI GRATE EL FL. S 17.0 FDOT INDEX NO ' 30' 10' 10' LF OF 18" RCP 51 CONSTRUCT ASPHALT PAVEMENT S-10 R15' S-11 R15' 52 S-10A 53 boring MFT DIRT ROAD S-14 S LF OF 18" RCP 55 2' UNPAVED SHLDR. 2' UNPAVED SHLDR. 10' 56 10' 30' 30' PROP. R/W topo S-11 STA , 18.50' RT. CONST. TYPE E DBI GRATE EL FL. N, S 16.0 FDOT INDEX NO ' CONC. SW 270 LF OF 19"X30 ERCP (TO S-15) S-14 STA , 18.50' RT. CONST. TYPE E DBI GRATE EL FL. N, S 16.8 FDOT INDEX NO LF OF 19"X30" ERCP (TO S-12) S-15 20' DRAINAGE EASEMENT S-12 STA , ' RT. CONST. 19"X30" CD MES (1:4) FL FDOT INDEX NO ' DRAINAGE EASEMENT STA , ' RT. CONST. 19"X30" CD MES FL FDOT INDEX NO. 272 LOT #7 1.5 ACRES LOT #8 1.5 ACRES LOT #9 1.5 ACRES SEE GRADINGPLAN SHEET 33 SEE GRADINGPLAN SHEET 33 DATE DESCRIPTION REVISIONS DATE DESCRIPTION 8010 Woodland Center Blvd., Suite 1200, Tampa FL Engineer of Record: Steven L. Wallace, PE No.: Certificate of Authorization No.: 3952 SEMINOLE TRIBE OF FLORIDA ROAD NO. COUNTY BIA PCAS NO. B009 HENDRY CTS53T02190 PLAN STA TO STA SHEET NO. 18 $USER$ $DATE$ $TIME$ $FILE$

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