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Home My WebLink AboutOcean Bay Construction, Inc. I . l,. -M- t) 11 ~ /.)..1 C D - ,(). 3 () 14 1(.<- C I T Y 0 F S U t.fN~ I S L E S B E A C H I I- . I. . ~ , CENTRAL ISLAND DRAINAGE AND STREET IMPROVEMENTS . . - . I I . . . -- ,. -. ~ . . . . . -. \. -- . . CONTRACT DOCUMENTS A SPECIFICATIONS OCTOBER 1sT 2007 -ID:CEIVED NOV f. 8 2007 (N7r6J (Ov bS ^-"". elly 01 Sunny laIe. Boaoil Ollk:e of lIle C: Clflrk /'i LJ (/ J-- S/ I C/: O;tJ V~ IJ./ . r ~ SECTION 00300 BID FORM Bid of (Name of Bidder) Ocean Bay C'DDStructioD. IDc. Address 2200 NW 16th St. pompano Beach, F1 33069 Phone 954-960-0130 Fax: 954-960-3312 To furnish all materials, equipment and labor and to perform all work in accordance with the Contract Documents for construction of: CENTRAL ISLAND DRAINAGE AND STREETS IMPROVEMENTS located in the CITY OF SUNNY ISLES BEACH. To: CITY OF SUNNY ISLES BEACH 18070 Collins Avenue Sunny Isles Beach, Florida 33160 The undersigned Bidder has carefully examined the Bidding Documents and the site of the proposed work and is familiar with the nature and extent of the work and any local conditions that may in any manner affect the work to be done. The undersigned Bidder agrees to do all the work and furnish all materials called for by the Bidding Documents, in the manner prescribed therein and to the standards of quality and performance established by the Engineer for the unit price amounts stated in the spaces herein provided, for each of the items or combination of items stipulated. Unit price line items shall include cost of implementing all applicable safety requirements. Bidder acknowledges that estimated quantities scheduled are approximated for the sole purpose of obtaining comparative bids for determination of the lowest responsible bidder and actual quantities required may increase or decrease. Bidder further agrees that payments will be made on the basis of actual quantities placed and accepted in the construction UNIT BID PRICE SCHEDULE Unit Item No. Description Estimated Unit Price Amount Quantity US$ US$ 101-1 Mobilization 1.0 LS l-tlR ,)II.,.'-~O .3:5H d lre,.o 0 102-1 Maintenance of Traffic 365 LS/Da :;;. 'J'I. 0" B I CN,.,(').oO 102-3 Commercial Material for Driveway 500 CY 7 </.8<J 3-1 ('0 '!oo 102-14 Traffic Control Officer 200 MH 40'o.:J g. (xx) .,,0 102-61 Proiect Sian, (see Special Provisions) 3 Ea 1..5o()."c tl. Sa:>.!;,'" 102-71-11 Barrier Wall (temporary) 100 LF 9::;'.00 q =loo."'" 1 02-71-21 Barrier Wall (relocation) 300 LF q,-15 ~ Cj.;;S. (,,0 104-13-1 Staked Silt Fence 500 LF 10 00 . '" Q(.O.oo 109-71-1 Field Office (300 SF Min.) 365 Da =34>.00 I,"J 140. () 0 110-3-7 Removal and Disposal of DrainaQe Structures 20 EA "300.(X) fry 000 ('0 Removal of Existing Concrete Sidewalk (4" and I/J .()o 110-4-1 6" Thick Included) 1,298 SY 1.1 €iRo, 00 110-4-1-1 Removal and Disposal of Existinq Curb and Gutter 1,519 SY ,5.,-,0 ..,. S9<:. tX> Oct. 2007 00300-1 11 . "" 1 c:J- I.). 120-1 Reoular Excavation 1,101 CY ,8 (p3 990. 230-2 Umerock Material (12" Thick) 1,233 CY qtn.oo /lR 3(r'~, 0 c 327-70-1 MillinQ of existina Pavement (1" Ava.) 23,787 SY ~ Sa I Ai .:;JS"', 5-0 331-2-1A Type S-1 Asphaltic Concrete (3' Avo.) 3,611 Ton II,) CO '/1." .;)(os . '- " 425-1-331 Curb Inlet Type P-3 (<10') 1 Ea 4 f41_.o" <-J =J9t., ,DC 425-1-341 Curb Inlet Tvoe P-4 (<10') 1 Ea loO'!&, ,60 I~ oW. <..,G 425-1-351 Curb Inlet Tvoe P-5 (<10') 8 Ea '-1(.,,71.00 .) =r 31.:>~ <'0 425-1-361 Curb Inlet Tvpe P-6 (<10") 18 Ea '!qSB ou P. 4 J 4'1-.06 425-1-521 Ditch Bottom Inlet Type C (<10') 22 Ea 3BID/. 00 84 q..,;J. ()J 425-1-541 Ditch Bottom Inlet Type D (<10') 32 Ea t.J ':l..~ >-': v:. 13CjLj51t>,bO 425-1-542 Ditch Bottom Inlet Type D (>10') 1 Ea <; 41 :","C <:; <-113 00 425-1-671 Inlet Tvpe P-11 (Dade Countv Std <10') 5 Ea 4RSk.' (I .:,J4 .;:;)'10.'" 425-2-41 Manhole Tvpe P-7 (<10') 26 Ea Lj~(",<""() lOCi e-:;iD.oO 425-2-42 Manhole Tvpe P-7 (>10') 3 Ea L/L/s/./Ju 13 3S~ L~O 425-5 Manhole (Adiust) 29 Ea :soo.c-{'l I '-/ Ciou, C (J 430-171-123 Pipe Culvert 15" RCP 63 LF 17950 II :>'08 5'Q 430-171-125 Pipe Culvert 18" RCP 5,882 LF 'o~,oo (5lJ9 91D'1-, C/o 430-171-129 Pipe Culvert 24" RCP 2,748 LF 110.00 ':>'{),l CJPn.O(' 430-941 Pipe Desiltina 500 LF 10.00 ~-::; O(){) , ell' 440-1-60 Underdrain Type Special (Swale Trench) 3,490 LF (ol.SO 1:::J14.(,,~5 00 520-1-10 Concrete Curb and Gutter Type F 1,686 LF .~S.oo </.J. 1~".oV 520-3 Concrete Vallev Gutter (3' wide) 908 LF ;.;S. c0 .=.1.:> =100.00 520-6 Concrete Shoulder Gutter 331 LF d &, (JQ R (;, 00 100 In ' 522-1 Concrete Sidewalk (4" Thick) 3,698 SY L/;) . (.>0 115:<:;" 3tG:"e.,6 522-2 Concrete Sidewalk (6" Thick) 166 SY '-IS. O~J +- y =to .00 523-1-2 PatternedITextured Pavement (Stamped) 39 SY 100'()O .z.... c'Oo (\ 0 Sodding St. Augustine (including fertilizer and I/q I.t>SS.,(,)O 575-2 waterino) 23,931 SY SOD 580-327-2 Relocation of Small Trees 20 Ea ,~J(, l)(,) V) (XX) 0 0 , " 1(..'0 00 . 700-20-11 SinQle Post Sian 122 AS .':<.<r., loCO (,.CJ 700-46-21 Relocate Sinole Post Sion 30 Ea .:J$(). (' (l +- .'\1)(\. (\0 706-3 Marker Pavement Retro Reflective Marker 384 Ea I, , <,,'0 ,9 _~q. 00 711-11-160 Pavement Messaoes (Bike & Arrow) 26 Ea -l-S.Ob I Q6oo0 711-11-170 Directional Arrows Thermoolastic (16 SF) 10 Ea R c;; yO -0Su,00 711-11-251 Guidelines Yellow Thermoolastic 18 LF ;J.OQ -)(/'1, (H'o 711-11-140 Skip Traffic 2' of 4' White Thermoolastic 178 LF 1.00 11~,oo 711-11-122 Solid Traffic Strioe 8"WhiteThermoolastic 902 LF I.,,)D IOf-~-J.'-Io Solid Traffic Stripe 12" White Thermoplastic ;;.uo J 711-11-123 1,735 LF ~'-/~o' OLl 711-11-124 Solid Traffic Stripe 18" White Thermoplastic 433 LF 3 LK) ,I d <1 q. DO 711-11-125 Solid Traffic Strioe 24" White Thermoolastic 338 LF 4.0(:) I ~,""-."l.() () 711-11-224 Solid Traffic Stripe 18" Yellow Thermoplastic 30 LF 3, 00 QO.oo 711-11-110 Solid Traffic Stripe 4" White Thermoplastic 3.775 NM I =1.3'1.33 (0<:. L/3 3;;' 711-11-210 Solid Traffic Stripe 4" Yellow Thermoplastic 3.598 NM I, .:J.33.33 I" ;;) .~/:" .sc). 730-70D Drainaoe Wells (Exfiltration Wells) 22 Ea i 10 JR/160 ':),;)3 '/f..,O 00 730-70E Drainaoe Wells Structure Steel Casino 24" Od Stalled 1,166 LF '? "Jt.- . 4, I :~R('J A)l. J(. 730-70F Drainaoe Wells Open Hole 24" Dia. 1,100 LF .183 hO 3// '9(.,0. {J 0 Total US$ t./,~ <I~ C-LV c;, ,L 10% Contingency 0(. for the use ~.J.1/,-,'-'D. of the City US$ Oct. 2007 00300-2 ,. ~ I GRAND TOTAL I US$ ~6rllol~81 hi mILL,OAl~1 (Written) - /6HT &/'i T...s r;; h1~i,~ff fI-...2,~~4- (Authorized Signature) II/Z?/():r (Date) BID SECURITY Accompanying this Bid is a certified or cashier's check or a bid bond in the amount of 5%_ofthc bid made payable to the Owncr which may be forfeited as liquidated damages if, in the event this proposal is accepted, the undersigned fails to execute the Agreement and furnish and pay for the required performance and payment bonds for the Owner within 10 calendar days after acceptance of the Bid; otherwise said certified or cashier's check or bid bond will be returned to the undersigned. The undersigned Bidder agrees to commence work within ten (10) calendar days after the date of written Notice to Proceed, and further agrees to substantially complete the work within THREE HUNDRED SIXTY FIVE (365) consecutive calendar days after the date of written Notice to Proceed subject to such extensions of time allowed by the Conditions of the Contract. The undersigned Bidder agrees that this Bid shall be good and may not be withdrawn for a period of sixty (60) days after the scheduled closing time for receiving bids. The undersigned agrees to forfeit to the Owner, as liquidated damages for each calendar day elapsing between the date established as the date of substantial completion and the actual date of such substantial completion of the contract work, the amount of$500.00 per calendar day. ADDENDA Bidder acknowledges the receipt of Addendum No.'s 11/27/07 1. #l, 2. #2 ,3. ,4. ,5. Contractor: Dated this 27tlday of November 2007 . (month) (year) Ocean Bay Construction, Inc. 2200 ~l 16th St. pompano Beach. F1 33069 &\)t~1~ ~jJ f tf'zd; SEAL Address: * * Attachments: Subcontractor List Bid Security Trench Safety Act documentation END OF DOCUMENT Oct. 2007 00300-3 r " I I .r DOCUMENT 00401' BID BOND BIDDER (N :lme and .t1ddres~: Ocean 'Bay Construction, Inc. 2~N'.W. 16th Str-eet Pompano Beac'h, ~_~3306.9 SURETY.' (~rame and Address of Principal Place ofBusim~~'sl: _...lr::....i?velers C,9sualty and Surr~ty Co~pa.ny of America One Tower Square , Hartfor:d, CT' 06183 OWNER (A(:tme and Address): CITY Q.f SUNNY ISLE.S BEACH .' ". 18070 ~~Ql1ins A ve!l~_. Sunnv.l~1es Beach. Florid~)dlJ?O BID - BID DUE DATE: Noyembe r 28 t h.' 2007 PROJECT: (Brh:f Description including Location): Central Island Drainage and Street Improvement in the City of Sunny Isles Beach, Florida, hetween Collins Ave. and Dumfoundling Causeway; 174~h Street (south limit) and 1 82nd Street (north limit) ROND BOND NUMBER: N ~ A n DATE (Not later than Bid Due Date): _J~o'f,embe r 28 t h, ..-1.9 E. PENAL SUM: _.F.:.l~~ Pe rcent ,<?..~,mount B i,.~C.? %, of Bid) 'DT WITNE~;S WHEREOF, Surety and Biddc...r, intending to be legally bound nereby, subject to the terms printed on )lages 2 aod 3 hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized (,fficer, agent, or rcpre~entativc. , BIDDER SURETY Ocea!l Ba y Cons t ruc..~ ion, Inc.(Seal) Bidderls Name and Corporate Sca.! By: ~~ t!i-f f ..-e:Lt. t!/<-.~1., Signature and Title Traveler Casualty and Surety of me rica . (Seal) e and orporate sea~. -- .____rtv ( ~." .. Signature and Titlc Warren M. Alter (Attach Power of Attorney) Attorrey-in-Fcrt Please see enclosed AttestPowe r of At torney.___,__, Signature and Tille By: Attest~ - - :,:1;;4 ~~Jc#- ignature and Title (j ~ote: (1) Above addresses Hre to he used for giving required notice. (2) Ac.y singular reference to Bidder, Surety, Owner or other party shall be considered plural where arrlicable. Bid Bond, Oct. 2007 00401-1 .f' 1. Bidder and Surety, jointly and severally, bind themsel ves, their heirs, executors, administrators, successors and assigns to pay to Owner upon default of Bidder any difference between the total amount of Bidde~'s bid and the total amount of the bid of the next lowest, responsible and responsive bidder as determined by Owner for the Work required by the Contract Documents, provided that: 1.1. If there is no such next lowest, responsible and responsive bidder, and Ovmer does not abandon the Project, then Bidder and Surety shall pay to Owner the penal sum set forth on the face of this Bond, and 1.2. In no event shall Bidder's and Surety's obligation hereunder exceed the penal sum set forth on the face of this Bond. 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents. 3. This obligation shall be null and void if: 3.1. Owner accepts Bidder's bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Bidding Documents and Contract Documents, or 3.2. All bids are rejected by Owner, or 3.3. Owner fails to issue a notice of award to Bidder within the time specified in the Bidding Documents (or any extension thereof agreed to in \\'Iiting by Bidder and, if applicable, consented to by Surety when required by paragraph 5 hereof). 4. Payment under this Bond will be due and payable upon default by Bidder and within 30 calendar days after receipt by Bidder and within Bid Bond, Oct. 2007 00401-2 _ -- -- -~~I 30 calendar days after receipt by BidJier and Surety of written notice of default from ',)wner, which notice will be given with reasonable promptness, identifying this Bond and the; Project and including a statement of the amount due. 5. Surety waives notice of and an: :md all defenses based on or arising out of any time extension to issue notice of award agreed to in writing by Owner and Bidder, provider! ithat the total time for issuing notice of award irlcluding extensions shall not in the aggregate exceed 120 days from Bid Due Date without Surety'sl written consent. 6. No suit or action shall be commenc~d under this Bond prior to 30 calendar days after the notice of default, as required in Paragraph 4 above, is received by Bidder and Surety 'and in no case later than one year after Bid Due Date. 7. Any suit or action under this Bond shall be commenced only in a court of co'mpetent jurisdiction located in the state in WhlCh the Project is located. 8. Notices required hereunder shall be in writing and sent to Bidder and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier or by Unitctl States Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned. 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, av,ent or representative who executed this Bond ,up. behalf of Surety to execute, seal and deliver sucn Bond and bind the Surety thereby. 10. This Bond is intended to confoiltl to all applicable statutory requirements. Any hpplicable requirement of any applicable statute (hat has been omitted from this Bond shall be d~med to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable provision of this Bond confllcls with any applicable provision of any applicable statute, .r then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect. 11. The term "bid" as used herein includes a bid, offer or proposal as applicable. END OF DOCUMENT Bid Bond, Oct, 2007 00401-3 --: ~ ~ TRAVELERSJ POWER OF ATTORNEY WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER _._-~ Farmington Casualt)' Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Seahoard Surety Company St. I)aul Fire and Marine Insurance COl11llany Attorne)'-In Fact No. 219156 St. I'aul Guardian Insurance Company St. Paul Mercury I nsurance Company Travelers Casualty and Surety Company Travelers Casualty' and Surety Company' of America United States Fidelity and Guaranty Company r;n1ooO')f"'I8 Certific:lte No. U U J_ --' C ,) I.,) KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York. that St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota. that Farmington Casualty Company. Travelers Casualty and Surety Company. and Travelers Casualty and Surety Company of America arc corporations duly organized under the laws of the State of Connecticut. that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland. that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa. and that Fidelity and Guaranty Insurance Underwriters. Ine. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"). and that the Companies do hereby make. constitute and appoint Charles D. Nielson, Charles J, Nielson, Mary C, Aceves, Warren M. Alter, David R. Hoover, and Gicelle Pajon of the City of Miami Lakes . State of Florida . their true and lawful Attorney(s)-in-Fact. each in their separate capacity if more than one is named above. to sign. execute. seal and acknowledge any and all honds. recognizances. cnnditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the Iidelity of persons. guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any aetions or proceedings allowed by law, IN WITNESS WHEREOF. the Companies have caused this instrument to be signed and their corporate seals to be hereto affixed. this I I' September 2007 ,ay 0 25th Farmington Casualty Company Fidelity and Guaranty Insurance COl11pany Fidelity and Guaranty Insurance Underwriters, Inc. Sea hoard Surety' Cmnpany' St. Paul Fire and Marine Insurance Company ~~.~'(~~.[':":;,~\ {~(a' .~) \:1-s Gol "'~,f.,~,,~\;-~ (j~~ ~fV~~,-""..f~'9 ~,tORPO"...,.";:.~ ~~f - '!~l -'\ SE ilL j'>J -?~" .,+-~.. o,'..,......'~~/ ,1~~!~~ State of Connecticut City of Hartford 'os, St. Paul Guardian Insuranl'e Company St. Paul Mercury Insurance Company Travelers Casualty and Surety Company Travelers Casualty and Surety Company' of America United States Fidelity' and Guaranty' Company' (i;~;;;}~\ \ t,.SE2PL/l' 0'..... .....,. ~S''''';'''''''~ "- By: 25th September L 2007 On this the day of '. before me personally appeared George W, Thompson. who acknowledged himself to he the Senior Vice President of Farmington Casualty Company. Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters. Inc.. Seaboard Surety Company, St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company. Travelers Casualty and Surety Company. Travelers Casualty and Surety Company of America. and United States Fidelity and Guaranty Company. and that he. as such. being authorized so to do. executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June. 20 II, 58440-5-07 Printed in U,S,A, 'mw c. j~ '- Marie C, Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ...... I OCEAN BAY CONSTRUCTION, INC. SCHEDULED EQUIPMENT ITEM # PURCHASED MTHNR YE~ESCRlPTION ID/SERIAL # 1981 Ford, 3600 tractor CA23C Series 1994 CAT 426B Backhoe Loader 4 x 4 1995 Homelite Pump 1995 CAT 938F Loader 1992 CAT 12G Grader 1996 Wacker Rev. Plate Compo 1995 CAT 330L Excavator 1996 Dynapac 2.5 Ton Double Drum CC 122 1996 CAT 312 Excavator 1996 1165 Dial Grade Pipe Laser 1999 Dynapac Roller CC142 Box Blade Model BS702F 48" Tilting Bucket 1999 CAT 938G Loader 2003 Wacker Rev. Compactor BPU3345A 2004 Bobcat 250NT KoeWer Welder/CWECO 2004 Thompson Pump Model 26HPU-091 60HST /Southeastem Excavating 2004 Pipe LaserlLSR Inc. 5965 2004322 Bucket, Balderson 3WL48065 20043" Trash Pump W/3" hose, 90985470072 Suction discharge hose, camlockl Blanchard Machinery 2005 Thompson Pump, Hydraulic power rmit w/50' hose, 6" submersible pump head 32HPU-368 & 60-440 2001 CAT 312C Hydraulic CAE0215 Excavator 2007 Asphalt Zipper 01 03/1 0/93 02 03/13/97 03 04 05 06 07 08 03/12/96 05/06/98 06/1 7/96 09/1 0/99 06/17/98 09 10 11 12 13 14 15 10/02/99 07/25/96 11/10/00 05/03/93 01/31/03 04/03/03 16 08/16/04 17 08/31/04 18 19 20 08/25/04 09/15/04 10/04/04 21 01/14/05 22 08/20/05 23 03/12/07 66868 5YJ01860 160TP4 lKM00639 61M14480 725342583 2EL00476 60112329 7DK6029 3577 60211784 4073 4YS01169 1419957 LE216238 50000206 ... ~ I OCEAN BAY CONSTRUCTION, INC. SCHEDULED AUTO/TRUCK PURCHASED ITEM # MTHIYR YEAR DESCRIPTION OBCI # In/SERIAL 01 01/27/00 1997 Ford, F250 Truck 1 FTHX26F1 VEA 72115 02 01/27/00 1997 Ford, F250 Truck 1FTHX26F3VEA72116 03 10/02/99 1988 Eager Beaver Trailer 1120HU\201JT200139 04 1972 Tagalong Trailer 10309437HK 05 02/28/03 1995 Ford, F800 Fuel Truck 1FDPF80C4SV A01420 06 05/04/02 1995 lnt'! DT66W49 4x2 1HTSDAAN7SH614144 07 03/18/04 2003 Ford, F150XL Truck 2FTRX17W63CB00572 08 08/20/05 2000 Ford F550 Utility Truck 1 FDAF56F8YEC72060 09 06/29/06 2006 Ford Crown Victoria 2F AHP74V36X1 05307 10 01/24/07 2006 Ford F250 Truck lFTNF205X6EA 72959 11 02/09/07 1999 Eager Beaver Trailer 112H5V309XL052686 12 02/09/07 2001 Eager Beaver Trailer 112H8V3251L056590 13 03/12/07 2007 Trailer for Asphalt Zipper 1 09FS03277U021 099 14 03/08/07 1997 Freightliner FL70 S/A Water Truck L856864 15 07/24/07 2007 Ford F-150 1FTVX12517NA49589 '.... I . -l I OCEAN BAY CONSTRUCTION, INC. INVENTORY EQUIPMENT LIST PURCHASED ITEM # MTHIYR YEARlDESCRIPTION ID/SERIAL # 1. OS/25/06 2004 CAT 420D-IT Extendahoe BLNl1511 2. 05/19/07 2005 CAT 320D Excavator ARZ0422 3. 05/19/07 2004 CAT 325CL Excavator BMM0394 4 OS/23/07 2006 CAT 320D Excavator AZR0365 .. *' OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS HIGHLAND VILLAGE - LATERAL CONNECTIONS City of North Miami Beach 17011 NE 19th Avenue North Miami Beach FL 33162 Contact: Hiep Huynh, P.E. (305)948-2967 H icp.H uynh@citvnmb.com Engineering Contact: C3TS-Rodney Carrera-Santana 901 Ponce de Leon Blvd. Suite 900 Coral Gable FL 33124 (305)445-2900 Installation of (22) Sanitary Sewer Laterals. Final Contract Amount - $205,046.40 Project Commencement - January 2007 Completion Date - March 2007 . OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS HIGHLAND VILLAGE NEIGHBORHOOD IMPROVEMENTS WASTEWATER AND STORMW A TER SYSTEMS - PHASE II A & B City of North Miami Beach 17011 NE 19th Avenue North Miami Beach FL 33162 Contact: Hiep Huynh, P.E. (305)948-2967 H icp. H llvnh@citynmb.com Engineering Contact: C3TS-Rodney Carrera-Santana 901 Ponce de Leon Blvd. Suite 900 Coral Gable FL 33124 (305)445-2900 3,470 L.F. 8" PVC Gravity Sewer Piping, 14 Precast Concrete Sanitary Sewer Manholes, 124 Service Laterals, 515 LF Storm Sewer Pipe (15"-20" & 24"-42"), 12 Precast Concrete Storm Sewer Structures. Original Contract Amount - $2,672.328.50 (A, B, & C) Final Contract Amount - $1,030,455.09 (A & B) Project Commencement - January 2006 Completion Date - April 2006 HIGHLAND VILLAGE NEIGHBORHOOD IMPROVEMENTS WASTEWATER AND STORMW A TER SYSTEMS - PHASE I City of North Miami Beach 17011 NE 19th Avenue North Miami Beach FL 33162 Contact: Hiep Huynh, P.E. (305)948-2967 Hiep.I Illvnh@citvnmb.com Engineering Contact: C3TS-Rodney Carrera-Santana 901 Ponce de Leon Blvd. Suite 900 Coral Gable FL 33124 (305)445-2900 10K LF of Sanitary Sewers, (1) Sewage Pump Station, 1,500 LF of Forcemain, 4,500 LF of Storm Sewers, (3) Stormwater Treatment Units, (1) Stormwater Pump Station and (1) Stormwater Drainage Well. 365 Calendar Days Original Contract Amount - $5,609,005.50 Final Contract Amount - $5,897,883.83 Project Commencement - July 2004 Completion Date - December 2005 2 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS SPANISH VILLAGE COMMERCIAL AREA PROJECT, PHASE I City of Boca Raton 1401 Glades Road Boca Raton FL 33431 Contact: Jim Pierce (Utilities Dept.) (561)338-7308 i pierce{{V,ci. boca-raton. fl. us Engineering Contact: Hazen & Sawyer 2101 Corporate Blvd. Boca Raton FL 33431 Project Manager - Felipe Martinez (561 )997-8070 F. Marti nez@hazenandsawycr.com 8" Sanitary Sewer 0-14 Cut, Sanitary Manholes 0-14' Cut, 8" DIP 4,100 LF, Fire Hydrant & Assemblies, Jack & Bore, Lift Station 24" HOPE Stormwater 2,760 LF, Stormwater Inlets Type G, F & 6, Asphalt & Sod. 270 Calendar Days Original Contract Amount - $1,630,828.90 Present Contract Amount - $1,646,492.49 Completion Date - February 2005 PLANTATION/SUNRISE HEIGHTS WATER MAIN REHABILITATION PROJECT City of Plantation 400 NW 73 A venue Plantation FL 33317 Contact: Hank Brietenkam, Assistant Director of Utilities (954)797-2209 h bri eten kam{{V,p lantati on .org Engineering Contact: Hazen & Sawyer 4000 Hollywood Blvd. Suite 750 N Hollywood FL 33021 Project Manager - Michael Wengrenovich (954)987-0066 m wengrcnov i c h{{V,hazenandsawver. com 6" - 8" PVC Pipe 11,000 LF, 6" - 8" Gate Valves, Fire Hydrant Assemblies, Single & Double Water Main Services, Water Service Connection, Concrete, Asphalt, Plumbing. 150 Calendar Days Original Contract Amount - $732,666.00 Final Contract Amount - $666,879.79 Project Commencement Date - March 15, 2004 Completion Date - December 2004 3 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS MUL TIPLE AWARD INDEFINITE QUANTITY CONTRACT FOR STORM DRAINAGE & PA VING 629033-COI-DERM-EEC Miami-Dade County, FI DERM!DORM FEMA Project 111 NW 1 Street, Suite 2110 Miami FL 33128 Contact: Rolando Martin, Project Manager (305)372-6280 Eduardo Vega, P.E. (305)372-6401 vegae@miamidade.l2.ov 18" Diameter Storm Sewer PEP (Various Depths), 15" Diameter Storm Sewer PEP, 18" French Drain (Various Depths), D-3 Inlets @ Various Depths, D-l Inlets, P-7T Manholes, PlO Inlets, Flowable Fill, Limerock, Asphalt, Sidewalks & Sod. 730 Calendar Days Original Contract Amount - $5,000,000.00 Final Contract Amount - $4,784,190.91 Contract Completion - October 12, 2004 V ALENCIA GARDENS A VENUE & WESTPORT ROADWAY IMPROVEMENTS Northern Palm Beach County Improvement District 357 Hiatt Drive Palm Beach Gardens FL 33418 Contact: Timothy Messler tim((l),mcssassoc.com Messler & Associates (Engineer of Record) 7741 N Military Trail, Suite 5 Palm Beach Gardens FL 33410 (561 )841-8188 Storm Drainage (18" - 30" RCP & 48" CAP), Type P-5, P-6, P-9, P-7T, D-3 Inlets, Water (4" - 8" DIP), Wastewater (8" DIP 0'-10' Cut, 8" PVC 0' - 12' Cut), Fire Hydrants & Assemblies, Type F & D Curb, 12" Stabilization, Asphalt, Sod, Signs & Lines. 210 Calendar Days Original Contract Amount - $848,021.52 Final Contract Amount - $878,633.35 Final Contract Date - February 2004 4 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS NORTH COUNTY NEIGHBORHOOD IMPROVEMENT - BID PACKAGE NO.1 Broward County Board of County Commissioners Broward County Office of Environmental Project No. 1152/8629 2555 West Copans Road Pompano Beach FL 33069 Contact: Patrick Sweet, Project Manager (954)831-0973 Rolando Nigaglioni, P.E. (954)831-0963 rnigaglioni@broward.org Drainage Pipe (18" RCP) 5,834 L.F., Catch Basins, Water (6" DIP 16,687 L.F.), Gate Valves (6"), Service Connections (Double & Single), Sanitary Sewer Pipe (8" PVC 0-10' Cut 17,382 L.F.), Sanitary Sewer Maintenance Access Structures, Sewer Services (40,656 L.F.), Force Main (6" 1,027 L.F.), Lift Station, Limerock Base Material, Asphalt, Concrete Sidewalks/Driveways, Landscaping & Pavement Markings. 365 Calendar Days Original Contract Amount - $3,829,223.96 Final Contract Amount - $4,318,902.73 Final Completion Date - April 2002 T AMARAC EAST UTILITIES UPGRADE - PHASE 1 City of Tamarac 6001 Nob Hill Road Tamarac FL 33321-2401 Contact: John Doherty, P.E. (954)724-2514 Water (8" DIP 3,900 L.F.), 8" Gate Valves, Single Water Main Services, Double Water Main Services, Water Service Connections, Fire Hydrant Assembly, Sample Points, Air Release Valves, Sanitary Sewer (8" PVC 2,600 L.F.), Sanitary Sewer Laterals (6" PVC), Septic Tank Abandonment (73 Ea.), Manholes, VCP Abandonment, Excavation, Limerock Base & Asphalt. 180 Calendar Days Original Contract Amount - $867,786.00 Final Contract Amount - $830,628.80 Final Completion Date - March 2002 5 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS CONSTRUCTION OF W.M. AERIAL CROSSING @ OLET A RIVER & SR826 City of North Miami Beach 17011 NE 19 Avenue North Miami Beach FL 33162-3100 Contact: Karim Rossi (305)948-2980 Ext. 7962 Karim .rossi@citynmb.com 30" Water Main Transmission Main Steel Pipe Replacement and Removal of Existing 16" and 8" Water Mains. 45 Calendar Days Original Contract Amount - $178,485.00 Final Contract Amount - $178,485.00 Actual Contract Completion Date - February 26, 2002 FOURTH STREET 30-INCH WATER MAIN City of West Palm Beach 1000 45th Street, Suite 15 West Palm Beach FL 33407 Contact: Laura Le, P.E. (561)659-8040 Water Main (30" Cement-Lined DIP 810 L.F.), 20" x 20" Tapping Sleeves, 30" x 20" Reducers, Sample Points, Temporary Blow-Off Assembly, Fire Hydrant, Concrete Curb Gutter, Concrete Sidewalks, Dewatering, Water Main (24" DIP Push-On 320 L.F.), 30" x 30" x 20" Tee, 24" Valves, 2" Temporary Blow-Off Assembly & Gate Valves (20"). 60 Calendar Days Original Contract Amount - $271,931.50 Final Contract Amount - $386,354.37 Original Contract Completion Date - May 13,2001 Actual Contract Completion Date - July 24, 2001 6 --l OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS LAUDERDALE BY -THE-SEA FORCE MAIN IMPROVEMENTS City of Pompano Beach 1190 NE 3 Avenue Pompano Beach FL 33060 Contact: Randall Fowler (954)786-4098 Randall. fowler~v,copbfl.com Drainage, Air Release Valves, Concrete, Curbing & Asphalt 90 Calendar Days Original Contract Amount - $325,939.99 Final Contract Amount - $300,149.47 Original Contract Completion Date - August 5, 1998 Actual Contract Completion Date - October 9, 1998 SW 13 COURT WATER MAIN EXTENSION City of Pompano Beach 1190 NE 3 Avenue Pompano Beach FL 33060 Contact: Randall Fowler, P.E. (954)786-4098 Water Main PVC, Water Main DIP, Jack & Bore, Gate Valves 60 Calendar Days Original Contract Amount - $69,175.00 Final Contract Amount - $66,986.63 Original Contract Completion Date - August 20, 1999 Actual Contract Completion Date - August 11, 1999 7 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS PARK CITY BOOSTER STATION FORCE MAIN City of Sunrise 14150 NW 8 Street Sunrise FL 33325 Contact: Tom Kelleher, P.E. (954)845-1010 Engineering Contact: Camp Dresser & McKee, Inc. 1601 Belvedere Road West Palm Beach FL 33406 Project Manager - Lawrence E. Martin, Jr. (561)689-3366 18" - 20" DIP 26,000 L.F. Installed Along South Florida Water Management Easement, Wet Taps, Directional Drilling, Asphalt & Landscaping. 360 Calendar Days Original Contract Amount - $2,449,230.50 Final Contract Amount - $2,843,726.66 Commencement Date - August 17, 1998 Original Contract Completion Date - August 12, 1999 Actual Contact Completion Date - August 12, 1999 STATE ROAD 7 RELOCATION City of Margate 1001 W River Drive Margate FL Contact: Utilities Dept. (954)928-0828 Engineering Contact: Craig A. Smith & Associates 1000 W McNab Road Pompano Beach FL 33069 Present Employer: Craven & Thompson Engineering 4350 Hallandale Beach Blvd. Pembroke Pines FL 33023 (954)739-6400 Road Widening & Reconstruction Consisting of Drainage, Concrete Structures, Jack & Bore, Concrete, Paving, Night Time Crossings, Pavement Markings & Landscaping. 150 Calendar Days Original Contract Amount - $1,085,974.34 Final Contract Amount - $1,120,460.47 Original Contract Completion Date - March 1996 Actual Contract Completion Date - March 1996 8 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS EAST STUART PHASE II REHABILITATION WATER, WASTEWATER City of Stuart 121 SW Flagler Avenue Stuart FL Engineering Contact: Lindalhl Browning & Associates 2400 SE Monterey Road #300 Stuart FL 34996 Project Manager - Steven Doyle, P.E. (561 )286-3883 sdovle@ircgov.c Present Employer: Indian River County, Utilities Dept. 1840 25th Street Vero Beach FL 32960 (561)770-5325 Installation of Drainage, Paving, Concrete, Lake Excavation, Grading & Landscaping 365 Calendar Days Final Contract Amount - $1,629,443.64 Commencement Date - May 1996 Final Contract Completion Date - May 1997 EFFLUENT REUSE PIPELINE ROAD ROUTE City of Hollywood 1471 Taft Street Hollywood FL Contact: (954)967-4225 Removal of Existing System Replacing with Reuse Pipeline 180 Calendar Days Original Contract Amount - $697,716.00 Final Contract Amount - $644,684.00 Commencement Date - January 5, 1994 Original Contract Completion Date - September 10, 1994 Completion Date - November 30, 1994 9 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS REMOV AL OF EXISTING LEAD SERVICES City of Miami Beach 1700 Convention Center Drive Miami Beach FL 33139 Contact: David Cates (305)673-7080 Removal of Existing Lead Services Replacing With Driscoll Pipe. 240 Calendar Days Final Contract Amount - $499,000.00 Final Contract Completion Date - May 2, 1996 COMMUNITY DEVELOPMENT BLOCK GRANT SUAREA City of Boynton Beach 100 E Boynton Beach Blvd. Boynton Beach FL 33435 Contact: Michael Kazunas (561 )734-8111 Redevelopment of Neighborhood Installing Storm Drainage. CAP Pipe (24" 3,000 L.F.), Catch Basins, Manholes, Fire Hydrants, Water & Sewer House Connections, C-900 PVC Pipe (12" 1,000 L.F.), Site Clearing, Excavation, Limerock Base, Paving, Irrigation & Landscaping. 210 Calendar Days Original Contract Amount - $512.881.66 Final Contract Amount - $512,881.60 Commencement Date - April 14, 1992 Original Contract Completion Date - November 30, 1992 Actual Contract Completion Date - November 30, 1992 10 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS DISTRICT II WATER METER INST ALLA TION Broward County Board of County Commissioners Broward County Environmental Division 2555 W Copans Road Pompano Beach FL 33069 Contact: Joe Tanacredi (954)831-0983 Removal and Installation of Water Meters 210 Calendar Days Original Contract Amount - $229,525.00 Final Contract Amount - $267,072.11 Commencement Date - November 4, 1994 Final Completion Date - March 30, 1996 COLLINS A VENUE 24" WATER TRANSMISSION MAIN PHASE II City of North Miami 17011 NE 19 Avenue Miami Beach FL 33 I 62 Contact: (305)948-2967 Installation of24" Water Transmission Main. 36 Calendar Days Original Contract Amount - $96,678.09 Commencement Date - October 3, 1994 Final Contract Amount - $108, 542.44 Final Completion Date - November 8, 1994 11 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS TRADE~NDSESTATES Palm Beach County PO Box 21229 West Palm Beach FL 33416-1229 Contact: Carl Miller (561)684-4000 C-900 PVC (8" 0 - 14' 3,000 L.F.), Manholes, Catch Basins (0 - 16' 50 Ea.), RCP Pipe (15" - 30" 3,000 L.F.), DIP (6" - 8" 8,000 L.F.), Fire Hydrants, Water & Sewer House Connections, Installation of Pump Station at 24' Depth, Limerock Base, Concrete, Paving, Irrigation & Landscaping. 240 Calendar Days Original Contract Amount - $913,864.96 Final Contract Amount - $914,740.17 Commencement Date - January 4, 1993 Original Contract Completion Date - October 1, 1993 Final Contract Completion Date - November 14, 1994 TURN LANE AT SE 5 STREET & SE 3 AVENUE Broward County Board of County Commissioners 115 S Andrews Avenue Ft Lauderdale FL 33301 Contact: George EdwardsIDarwin Townsend (954)357-6280 Realignment and Reconstruction Project consisting of Excavation, Sub grade, Limerock Base, PCP Drainage, Curb & Gutter, Paving, Concrete Sidewalks, Landscaping & Demolition of2-Story Building. 180 Calendar Days Final Contract Amount $333,445.00 Commencement Date - January 26, 1991 Final Contract Completion Date - August 16, 1991 12 OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS LINCOLN AVENUE IMPROVEMENTS City of Opa-Locka 777 Sharazad Blvd. Opa-Locka FL 33054 Contact: Ramon Castella (305)445-2900 Realignment & Reconstruction Project Consisting of Water Main Installation (24" CAP Pipe 2,000 L.F.), Structures, Fire Hydrants, Valves, Excavation, Limerock Base, Irrigation, Concrete Curb & Gutter, Landscaping. Final Contract Amount - $227,575.42 Commencement Date - December 16, 1991 Final Contract Date - March 23, 1992 LOCAL DRAINAGE IMPROVEMENTS - PROJECT NO. E-63 City of Miami Dept. of Public Works 275 NW 2 Street Miami FL Contact: Bob Richmond (305)579-6856 Reconstruction of20 Various Locations within the City of Miami. Exfiltration Drainage, Structures, Curb & Gutter, Limerock Base & Asphalt. Final Contract Amount - $520,374.96 Commencement Date - July 13, 1990 Final Contract Date - April 1, 1991 FORT DALLAS PARK RECONSTRUCTION City of Miami 275 NW 2 Street Miami FL Contact: A.J. Leukanech (305)579-6856 Reconstruction of Park including installation of equipment, pumps, pavers & landscaping. Final Contract Amount - $331,943.92 Commencement Date - February 17, 1987 Final Contract Date - February 10, 1988 13 . & OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS SE 21 AVENUE PARKING LOT RECONSTRUCTION City of Deerfield Beach 150 NE 2 Avenue Deerfield Beach FL Contact: Dale Holinbech (954)480-4200 Reconstruction of Existing Parking Lot. Installation of New Meters, Parking Bumpers, Guardrails, Asphalt, Pavement Markings & Landscaping. Final Contract Amount - $285,866.53 Commencement Date - August 10, 1987 Final Contract Date - February 15, 1988 FLAGLER DRIVE WATER MAIN IMPROVEMENTS City of West Palm Beach 1000 45th Street, Suite 15 West Palm Beach FL 33407 Contact: Jeff Halverson (561)659-8040 Rehabilitation of Drainage System and Roadway. 12" Water Main Interconnect. DIP (12" approximately 1 mile.), Fire Hydrants & Valves. Final Contract Amount - $426,505.93 Commencement Date - November 9, 1988 Final Contract Date - May 17, 1989 14 . OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS ALLEY PAVING & WATER MAIN IMPROVEMENTS City of Hollywood 1471 Taft Street Hollywood FL Contact: Sidney Dick (305)921-3254 Water Main and Alley Rehabilitation. Tie-Ins, Pressure Testing, Chlorination & Alley Reconstruction. Final Contract Amount - $123,278.89 Commencement Date - August 24, 1989 Final Contract Date - November 1, 1989 NW 15 AVENUE IMPROVEMENTS PROJECT NO. F -3570 City of Ft Lauderdale 100 N Andrews A venue Ft Lauderdale FL 33301 Contact: Ted Voda (954)761-5077 Reconstruction and Removal of Median Consisting of Site Clearing, Excavation, Limerock Base, Irrigation, paving & Landscaping. Final Contract Amount - $191,308.47 Commencement Date - August 12, 1991 Final Contract Date - December 6, 1991 CROSS ROADS PARKING & UTILITY City of Ft Lauderdale 100 N Andrews A venue Ft Lauderdale FL 33301 Contact: John Maleck (954)761-5077 Drainage, Catch Basins, Concrete, Curbing & Asphalt. 90 Working Days Original Contract Amount - $194,503.00 Final Contract Amount - $209,671.44 Final Completion Date - July 14, 1997 15 . 01. OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS DRAINAGE PIPE REPLACEMENT City of Dania Beach 1 00 West Dania Beach Blvd Dania Beach FL 33004 Contact: (954)921-8700 41" Couplings, 42" Poly Drain Pipe & Bends. 60 Calendar Days Original Contract Amount - $57,630.00 Final Contract Amount - $57,630.00 Original Contract Completion Date - May 28, 1999 Actual Contract Completion Date - May 28, 1999 ROADWAY MODIFICAITON SW 36 TERRACE, BETWEEN SW 16 STREET & SW 17 STREET City of Ft Lauderdale 100 N Andrews A venue Ft Lauderdale FL 33301 Contact: John Maleck (954)761-5077 Restructuring & Improvements to Various Medians. 90 Calendar Days Final Contract Amount - $56,315.07 Commencement Date - July 7, 1993 Original Contract Completion Date - December 20, 1993 Actual Contract Completion Date - December 20, 1993 16 .. .. OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS RIVERSIDE PARK NEIGHBORHOOD MASTER PLAN - MODIFICAITON #F-3210-A City of Ft Lauderdale Public Works Dept. 100 N Andrews A venue Ft Lauderdale FL 33301 Contact: Jack Mellen (954)761-5046 Road Closures, Street Restructuring & Landscaping. 90 Calendar Days Final Contract Amount - $22,780.60 Commencement Date - June 20, 1990 Original Contract Completion Date - September 7, 1990 Actual Contract Completion Date - September 7, 1990 IMPROVEMENTS TO DONALDSON PARK City of Coconut Creek 4800 W Copans Road Coconut Creek FL Contact: Garth Hinkle (954)973-6784 Dockage & Boat Ramp Replacement, Landscaping, Lake Restoration & Excavation, Remove & Replace Concrete Culverts. Final Contract Amount - $68,805.30 Commencement Date - May 14, 1990 WATER SERVICE WATER MAIN EXTENSIONS Town of Ocean Ridge 6450 N Ocean Blvd Ocean Ridge FL Contact: Jacob Cooper (561)969-0940 Water & Sewer Improvements. 90 Calendar Days Final Contract Amount - $112,522.81 Commencement Date - November 7, 1989 Original Contract Completion Date - February 9, 1990 Actual Contract Completion Date - February 9, 1990 17 . . OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS NORTH SWINTON AVENUE IMPROVEMENTS City of Delray Beach 434 S Swinton Avenue Delray Beach FL Contact: George Abou-Jaoude (561)243-7340 Drainage Improvements, By-Pass Pumping & Canal Imbankment Restoration @ Various Locations Within the City of Delray Beach. 90 Calendar Days Final Contract Amount - $217,690.00 Commencement date - February 6, 1989 Original Contract Completion Date - June 1, 1989 Actual Contract Completion Date - June 1, 1989 CITY WIDE ADJUSTMENTS MANHOLE PROJECT City of West Palm Beach PO Box 3366 West Palm Beach FL Contact: Jeff Halverson (561)659-8040 Manhole Adjustments Within Various Areas of the City of West Palm Beach. 90 Calendar Days Final Contract Amount - $51,925.00 Commencement date - November 9, 1988 Original Contract Completion Date - March 10, 1989 Actual Contract Completion Date - March 10, 1989 SOLAR DRIVE CUL-DE-SAC IMPROVEMENTS City of Ft Lauderdale 100 N Andrews A venue Ft Lauderdale FL 33301 30 Calendar Days Final Contract Amount - $19,100.00 Commencement date - October 10, 1988 Original Contract Completion Date - November 4, 1988 Actual Contract Completion Date - November 4, 1988 18 . " OCEAN BAY CONSTRUCTION, INC. COMPLETED PROJECTS HOUSING AUTHORITY IMPROVEMENTS West Palm Beach Housing Authority 3801 Georgia Avenue West Palm Beach FL Contact: Bill McLaughlin (561)655-8530 Drainage Area Improvements, RCP, Asphalt, Concrete & Landscaping 180 Calendar Days Final Contract Amount - $416,593.56 Commencement date - March 14, 1988 Original Contract Completion Date - August 10, 1988 Actual Contract Completion Date - August 10, 1988 LOCAL DRAINAGE IMPROVEMENTS - CONTRACT #38 Metro-Dade County P.W. Dept. III NW 1 Street Miami FL Contact: Richard Mendez (305)375-2113 Water, Drainage, Force Main, Catch Basins, Concrete, Asphalt & Landscaping. 90 Calendar Days Final Contract Amount - $256,201.26 Commencement date - November 9, 1987 Original Contract Completion Date - March 7, 1988 Actual Contract Completion Date - March 7, 1988 STATE ROAD 7, BETWEEN BROW ARD BLVD & PETERS ROAD, WIDENING PROJECT - FIRE HYDRANT ADJUSTMENT - FAST TRACK PROGRAM City of Plantation 400 NW 73 A venue Plantation FL 33317 Contact: (954)797-2209 Relocate 10 Fire Hydrants, Install 2 - 12" Stubs. Original Contract Amount - $29,287.00 Final Contract Amount - $35,436.98 19 <J :_ft..~#.~f ~~l;?;2f'~'~~t~.t..~;;~'2'--~;!Ztt;::~~}~~::~)~~~~t$;~~,~'6!.~.!:,..'~~:,,.;...., '"!7',o ~1;S: ._',., :~;f......- . ..-.... '- 7 y.~- 3,#--.~1 r-'\I'~v'-~.'''''' .i.:'L~ ~"',J("""il'tf'; J -~ 1=)~~4ft..~~a ....~1~.. _ C"-"'~...""e.... ,..Ji" _ 3.. '" _" , ~~_t.? .~;, ~', \'~;;. ~~<~ ,'~:kIDEP;~R'BlEl.~.L'\(:;~~~,B " .. -j;.'j' ~SSfLCll'1A:D REGULATION -{(;:i.i~{? .~I'{ ~j~::-"~tr~,/~lt;:~~.~::;j:~~~~NS~ .. oR ~, ' ;€E~j[NG::.~BOAR]j,c ,:f'_"', SEQ#L07062300J: ~{~~~~:~~ ~';'-' 1~i,q~g)t~;2'~~;;:;~!o.~t;~~~~~~~ ~~i~'f~~~J;: ~:;~k~~\;:/: :V~;2":~~;;- 'g.: ;~:~?:' -" :;'~'06:;i:.~j'::'ij\~ior15;!5'a~~6~1~~1~~J5J! s';iooy~;g~r~ ,,:,:,:\',,'1'< 'T:h "'i' ...".."'E"";""'(R:""'~~~' ""'Ii!m'<"~"""""""~' "./ ":\},:;t;;~a:iIR~~~~~~~~~~:~ij.~t~ ' " ~~gll_lll~~~; .~ytt:i:~; Ii. -': C , ''''22 0 O.'..:NW..;16ST/..-;..;.-/;.."'.._,.,..,."h..I,'_,,'~""'!:.y.'"..!.",;;))1..,,'..,'''''.'>'''' COO "...........--,., ...~..- .~, ' ~~!lrclJilrilrjJlet~I~~, ~',::HOLLY' BENSON ':,;:< >SECRETARY .--::-;,J-:"""-...,......"...,...-.-,...,...,..,-...:~..-:--""'-.:;:-"'.~.~=.'..,..C-7.,'7;'..,:-....,.._...-~~-,,"'"'__.~...,-.,_.~~__;--_.,...,...~~......~~~~~.~...........~.-.....__.~__'_~,........,..."...-,--=,....::'~.........,..~........,-._~..,...,..,...."......,.--__ ......""-'-~ '.", . P<-";:;..c...._~;,~.. . ....:.."o(..^. ,'_;:"J',':"""~,~"'('"'' .....~ ".' ~,"'';' u.,..-__ u_ .,.~.....~~.;.<,~ -:.;r.t' .'" . ':;.:,. _ o";:;i ,,:-,,"'~=___u ~,I~:~tconSlrucE!g!~ing Board BUSINESS CERllACATE OF COMPETENCY I: . .. . Is certified under the provisions of Chapter 10 of Miami-Dade County E1522 Exp. Date: 09/30/2009 PRCHAL MATTHEW J OCEAN BAY CONSTRUCTION, INC D.B.A.: --.-----:-:---:.:.-----:;:-:--"""7;-.-~:,'"'"'.-:._:~:-._~_:::---,~..-:;-;-ry:... ..".~.-~ ---~. --.'-- - ---- --- --"- ..""'- ""'--"---"'-' MIAMI-DADE COUNTY TAX COLLECTOR 140W. FLAGLER ST. 14th FLOOR MIAMI, FL 33130 2007 LOCAL BUSINESS TAX RECEIPT 2008 MIAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2008 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANTTO COUNTY CODE CHAPTER 8A - ART. 9 & 10 FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 THIS !S NOT A BILL-DO NOT PAY 092250-1 BUSINESS NAME I LOCATION OCEAN BAY CONSTRUCTION INC DOING BUS IN DADE CO RENEWAL LICENSE NO. 092250-1 CC # E1522 OWNER OCEAN BAY CONSTRUCTION INC Sec. Type of Business 196 SPECIALTY ENGINEERING CONTRACT THIS IS ONLY A lOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING OR REGULATORY OR ZONING lAWS OFTHE COUNTY OR CITIES. NOR ~p. ~~.! L E.. ~,EMnP 'L! '!~ WORKER/S 10 DO NOT FORWARD QUALIFYING TRADE/51 0003 PIPE LINE ENG 0007 PAVING ENGINEERING 0008 CONCRETE ENGINEER 0009 EXCAU & GRADING ENG i \lIINW.miamidade.govlbuildingcode ITEM NO. 102-3 102-71-11 102-71-21 104-13-1 110-3-7 110-4-1 110-4-1-1 120-1 230-2 425-1-331 425-1-341 425-1-351 425-1-361 425-1-521 425-1-541 425-1-542 425-1-671 425-2-42 425-5-42 425-5 430-171-123 430-171-124 430-171-129 430-941 440-1-60 730-70D CONTRACTOR'S WORK (ii) 40% OF BID AMOUNT $ 37,400.00 $ 9,700.00 $ 2,925.00 $ 5,000.00 $ 6,000.00 $ 12,980.00 $ 7,595.00 $ 63,990.12 $ 118,368.00 $ 4,796.00 $ 6,046.00 $ 37,368.00 $ 89,244.00 $ 84,942.00 $ 139,456.00 $ 5,413.00 $ 24,290.00 $ 109,876.00 $ 13,353.00 $ 14,500.00 $ 11,308.50 $ 599,964.00 $ 302,280.00 $ 5,000.00 $ 214,635.00 $ 223,960.00 $2,150,389.62 ,J City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 Mandatory Pre-Bid Conference Summary Minutes October 31, 2007 at 10:00 a.m. *** IMPORTANT *** The bid opening date has been rescheduled to Wednesday, November 28th, 2007 at 10:00 am. Requests for clarifications and questions must be made in writing to Hugo Guevara (hguevara@bhaengineers.com) with a copy to Jane Hines, City Clerk (ihines@sibfl.net) and will be accepted until 5:00 pm on Monday, November 19th, 2007. In Re: Bid No. 07-10-02 (Central Island Drainage and Street Improvements) City Clerk Jane A. Hines, CMC, opened the Pre-Bid Conference and introduced Hugo Guevara of Beiswenger, Hoch and Associates who presented an overall description of the project noting that this project is strictly related to specialized drainage with deep wells. He reminded the contractors that the deadline for submission of bid documents is "'ednesday, Noyember 14,2007 at 10:30 a.m. , 2007 at 10:00 a.m., at whieh time we will publiely open those sealed bids. Any additional questions must be submitted in writing up to five business (5) days before the bid opening date. Participants of today's meeting will be copied on all answers to written questions, as stated in Section 100. The following questions and answers, copies of revised plans and Bid Documents constitute ADDENDUM NO.1. QUESTIONS AND COMMENTS FROM PROSPECTIVE BIDDERS 1. This bid was bid out once before, why wasn't it awarded? Do you anticipate that it will happen again? The bid was advertised but cancelled, before anyone submitted bids, because funding documents had not been correctly prepared so we missed the grant funding cycle. No, the City does not anticipate that to happen again because funding is in place. 2. When is the projected start date? It is anticipated to start the first Monday in .January 2008 (.January 7, 2008). 3. Have all permits and easements been obtained? The City will issue the construction permits. In reference to the drainage, the City has already obtained a well permit from DERM. The City has not applied for a FDEI> permit yet. The General Contractor must pay for DERM and FDEP well construction permits. Construction permits will be reimbursed by the City (approximately $750.00 and $200.00 per well for FDEP and DERM respectively). 4. Is there a long lead time to obtain permits? DERM's permit is available immediately. FDEP's will take approximately 4 to 6 weeks, minimum. Bid07 -1 0-02Pre- BidCon ferenceQ A(2),doc Page 1 of 7 5. What are the fees for Sunny Isles Beach Police Officers? If SIB Police is not available, can we use State Troopers? The Contractor must use Sunny Isles Police officers, unless othenvise appr(wed by the City of Sunny Isles Police Department (Sandra Block is the contact person and may be reached at 305.792.1839). If no City Officer"s are available, others may be approved by the City. Fees are $40.00 per Officer/Hour for regular days and $60.00 per Officer/Hour during holidays. 6. Are there any requirements for notification to homeowners? Yes. Contractor must notice homeowners and must hold public awareness meetings. 7. Will the City pay for testing of density and concrete? Refer to DIVISION I, GENERAL SPECIFICATIONS, Section 7, Payment of Test by City. 8. Will the City pay for stored materials? NO. 9. What is the current condition of the existing drainage pipes to be desilted? What percentage of the pipe is filled with dirt? Pipes to be desilted have been identified on plans attached to this Addendum. 10. Should structures be included too (in case they need to be cleaned) or will there be a new bid for that? The cost of drainage structure desilting should be included in the pipe desilting unit price. 11. Is there any exfiltration of the pipe or is it all solid for drainage? No exfiltration pipes are used in this project. The project requires all solid pipes for drainage. 12. There are existing drainage pipes shown on the plans that are not labeled to be removed. Is there any intent for these lines, perhaps abandonment? Existing drainage pipes not labeled to be removed are to remain. See Sheet # 5 Note #5 of the construction plans. 13 . Would you consider muck removal as part of that? No excavation is considered for remaining pipes. For new sewer construction: use special type of pipe bedding as indicated on sheet #37. 14. Paving: there are two types of road, curb and gutter, and you have a specific type of material, you ask for 1" milling, 2" resurfacing, and remove the existing pavement to approximately 1", use type S-1 asphalt concrete.? Use Type S-1 Mix, as per Miami-Dade County standards. Bid07 -1 0-02Pre- BidCon ferenceQ A(2),doc Page 2 of 7 .' 15. You also say you want a 2% slope. Sometimes you can't follow that. Refer to Sheet # 5, 16. It has a lot of curb and gutter but type S-l asphalt concrete is not recommended to be used to mix for this final course any more. llse of Type S-1 mix in final course is approved by Miami-Dade County. 17 . We need clarification on doing half of the street then the other half. In bidder's opinion, it won't work! The Contractor may provide its own MOT plans. City will review and approve, as required, hut access must be maintained for I'esidents at all times. 18. What is the City's estimate for this project? $3.9 Million Dollars. 19. Are there any restrictions for noise or lane closures? Specific working hours are indicated in the bid documents; however, the City will consider special circumstances. Both extended worl{ hours and lane closure permits are handled by Robert Solera, Communit)' Development Director, who may he reached at (305) 792-1789 or rsoleraltV,sibfl.net. 20. Is there any incentive/disincentive for damages or liquidated damages? YES, liquidated damages. The incentive is limited to $1,500 per day, not to exceed $100,000.00, if job is completed before the end date and the project is ready before the final payment date. '( -e 21. Quality control of product by the City or contractor? The contractor is responsible for quality control. The City reserves the right to verify all products. 22. Does that include asphalt? YES. 23. Is there any known contamination? NO. 24. Drainage Wells: Add a lump sum on each? Include structure? There is no information on the well itself. Is it longer or shorter than 200', 120' ISO'? Payment for drainage wells was itemized. Refer to Summary of Quantities sheet. 25. The plan indicated a significant band of muck. It is marked as an elevation. This may not be desirable where drainage is: excavation item to use for removal and disposal? Refer to Sheet 37 for pipe bedding. Also, see note #17 on Sheet # 5 26. Clarification: In the event that there is muck with elevation below the pipe, should we build Bid07 -1 0-02Prc-I3idConfcrenccQ A (2),doc Page 3 of 7 . pipe on muck? Is there going to be a requirement to over excavate and provide for a foundation? Do not build on muck. Cost of trench excavation, disposal of excess of material removal, backfill with suitable selected material, reposition of pavement, landscaped areas, "SHALL BE INCLUDED IN THE UNIT PRICE FOR SEWER CONSTRUCTION", and comply with FOOT governing standards and specifications as stated. 27. Where is the draincrete called out to under drain details to be used, and what are the limits and dimensions for the draincrete? A draincrete is porous concrete that allows water to go through as we saw in the plans - it wasn't in the list of items - they found it somewhere else. Draincrete requirements were removed from Swale Trench Detail (Underdrain) on Sheet # 37. "DO NOT USE DRAINCRETE". 28. Is the City using FDOT or County specifications? It makes a difference in price. Use Miami-Dade County specifications standards. Price adjustments for asphalt will be as indicated in DIVISION II, Special Provisions, Section 27, Bituminous Material- Payment Adjustment. 29. Milling for depth or for crossroad correction? Milling for depth. 30. Widening and type crossings are shown but there are no mentions of asphalt work. What is the City's intent in those areas? There are a couple of milling and resurfacing areas. Are you going to leave it? Whatever we are resurfacing - there has to be milling. We have "'Vo cases: milling and resurfacing; and milling and overbuild 31. There are very specific FDOT requirements QC at the plant and at the roadway for asphalt. Is it going to be Miami-Dade County spec or FDOT spec because there is a significant difference? Quality control for asphalt will be as per Miami-Dade County standards. 32. Regarding sod, is there a restriction as far as limits to which the City is facing? For instance, on North Bay Road we have to go between trees, how wide of an area, what are your limits for restoration of the sod, by the park especially? For landscape restoration after trench excavation, please refer to Sheet # 5, note # 17, and Pavement Pestoration and Pipe Trench Detail on sheet # 37 33. The equipment outside of that trench in the tracks will be the contractor's responsibility? Yes. 34. What does the City consider the difference between a small tree and large tree? There seems to be a lot of large trees that need to be removed. Large trees are considered those which caliper is 18" or larger measured 48" from the ground. Small trees under 18". Bid07 - 1 0-02Prc-BidConfercnccQ 1\ (2),doc Page 4 of 7 ! .1 35. The quantities represent the trench itself, not the tracks for restorations? Please refer to Sheet # 5, Note 17: "For construction of the sewer system contractor shall saw cut pavement along the proposed utility trench. Cost for backfill with suitable selected material and reposition of pavement, driveways or landscaped areas to its original conditions and elevations shall be included in the unit price for sewer construction. " 36. What about Royal Palm trees? Please refer to answer to question # 34 37. The expanding road coming along the side is a concern as it is very expensive to remove trees. In some cases it may be better to move the pipe rather than the tree. As directed by the Engineer. 38. Is there going to be variance on this project? You have an item 500 linear feet stakes/fence buried in that item. Staked silt fence will be used around well and trench construction areas as needed. Floating silt barriers will be used during construction at existing outfalls to the bay. 39. Do you have an area set aside for a staging area? Contractor must provide its own staging area. 40. Do you have an area set aside for a field office? 1 ( The City does not have an area set aside for field office. 41. What about clearing and grubbing, is it by the acre, 14 acres? Clearing and Grubbing was deleted. However, pay items were added. 42. Will it be better to pay as a lump sum for the clearing and grubbing, it is going to be a breaker item. What is the government standard for that? Clearing and Grubbing was deleted. However, pay items were added. 43. If school is not done by January, will there be a conflict for closing road? Use alternate access to the site. Contractor will address this issue on its work schedule. 44. Crossings, does the contractor get paid for limerock used? Limerock will be paid when used as base material. Also, use lime rock for Item 102.3 Commercial Material for Driveway Repair. 45. Will the City be looking for trench backfill? Trench backfill is indicated as a part of unit price for sewers. 46. On the backfill will the contractor be able to utilize material for trench backfill? Trenches shall be backfilled with suitable material. Sheet # 39, indicate the type of Bid07 -1 0-02Prc-BidCon fcrenecQ A(2),doe Page 5 of 7 ~-4~ j ~ jPvv . existing subsoil configuration. 47. The cost of rock has been changing quite a bit, any way to compensate for raise in price? NO. 48. Limerock, measured compact and ready? YES. 49. Will there be a line item considered for sidewalks where light poles are in the middle ofthe sidewalk? Box concrete around pole. 50. What is the intent for existing drainage lines? As general information. 51. If contractor finds a drainage pipe and it is not in specs will it be left alone? YES. Unless othenyise indicated by the engineer. 52. All existing pipes in specs to be removed or abandoned? If not specified should it be left untouched? YES, Unless othenvise indicated by the engineer. 53. Will contractor be cutting and gutting pipes in specs? YES. 54. When will addendum be issued? In approximately five (5) days along with copies of the sign-in sheets, and summary minutes of today's meeting. 55. Any known utility conflicts? NO, no known conflicts. The Pre-Bid Conference was concluded at 11: 1 0 a.m. List of Plans dated 11-7-07, revised as per Addendum No.1 . General Notes and Miscellaneous Details . Summary of Quantities . Plan and Profile North Bay Road . Plan and Profile North Bay Road . Plan and Profile North Bay Road . Plan and Profile NE 175'" Terrace . Plan and Profile NE 1711" Dr. . Plan and Profile NE 1711// Dr. . Plan and Profile Church Dr. . Plan and Profile NE 171" Dr. Sheet 5 Sheet 6 Sheet 11 Sheet 15 Sheet 16 Sheet 19 Sheet 24 Sheet 25 Sheet 26 Sheet 27 Bid07 -1 0-02Prc-BidConfcrcnccQ A(2),doc Page 6 of 7 ~ I . Plan and Profile NE 18(/" Dr. . Plan and Profile NE 18(/" Dr. . Plan and Profile NE 181s1 Dr. . Drainage Structures . Drainage Structures . Drainage Details . Drainage Details . Cross Sections North Bay Road . Cross Sections North Bay Road Sheet 30 Sheet 31 Sheet 32 Sheet 34 Sheet 35 Sheet 36 Sheet 37 Sheet 51 Sheet 52 List of Bid Forms revised per Addendum No.1 Revised Section 300, BID FORM, sheet 1, 2 and 3 Bid07 -1 0-02I're- I3idConferenceQ A(2),doc Page 7 of 7 Question: Answer: City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 ADDENDUM NO.2 Questions & Answers "Under Special Provisions page 4 of 15 paragraph 13 (CSBE), it states a 2% CSBE subcontractor goal has been established for this project. In regards to the CSBE requirement, are there any special forms that must be submitted with the bid, ex Schedule to Intent Affidavit. If so, please forward the form/forms." Certified Small Business Enterprises (CSBE) is not a requirement, but it is recommended and encourage from Prospect Bidders. Question: Answer: "Has the City conducted tests to determine casing depth for the wells as required by Water Management District for the well permit. If not I assume the drilling company will be required to obtain the permit as usual." Permit from DERM was secured by the City. Contractor must pay and obtain the permit with DERM (payment will be reimbursed by the City). Question: Answer: "Sheet # 36 states the well must be able to accommodate 600 GPM. Well performance is usually specified as GPM per foot of head or specific capacity. Is this correct or was "per foot of head" left off?" It must read "per foot of head" Nov 27 07 05:55p o D (') ~ Cl> n "". ;T c' tr o x ::;; III "" o 3 c OJ c Co> o UI )> '" ::l Co "rl o 3 o to o Co> o CII UI = III < lD f7 CD 4D ::l l/l l: c- 3 :; .. Cl. ::l '< o ~ " ... n' .;- CQ .. ::l < <I) 0- " !'> o lD o ~ co <:> :u III < Vi' Gl Q, o ..... 0; ~ Leonard C Wooten o = CD (> ,.. ;T iii tT o x jj;-l llS= lit <I) o c: ::l ::l III a. 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