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HomeMy WebLinkAboutSolo Construction Corp. RECEIVED SECTION 00300 NOV 2 8 2007 v'Ab ~ LO- l-t ~..... BID FORM cay at Sunny IaI9a BlI8Ct1 Office 01 !he Cl Clerk Bidof (Name of Bidder) ~J(') Cons\-\'~JGtIO{) C'o\'po('crrlon Address 38~S (~O()'lrneJYP ~-\I kVv'C(L~ }vLC'cImctf ;=--i 33o/~S :::::J I Phone (3osR4L/- 3cl d- ~ Fax: (:<,o~)q'-ILI- Co'?/7 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 Quantitv US$ US$ 101-1 Mobilization 1.0 LS ItlDO, coo. CO $100,000. ('0 102-1 Maintenance of Traffic 365 LS/Da 1. J.CO c>u i,73 000. (lO 102-3 Commercial Material for Drivewav 500 CY 1.100 ('0 't ~O. 000. CO 102-14 Traffic Control Officer 200 MH :bSo . 00 $/0.000.00 102-61 Project SiQn, (see Special Provisions) 3 Ea !of OOC' 11(1 11,000. (l () 102-71-11 Barrier Wall (temporary) 100 LF 1,JO.OO '\, s ceo. 00 102-71-21 Barrier Wall (relocation) 300 LF 110.00 $. 3 DOC), 00 104-13-1 Staked Silt Fence 500 LF -1>5.00 $2,E,cO. on 109-71-1 Field Office (300 SF Min.) 365 Da $(,0.00 ,1,..)..1 400. 00 11 0-3-7 Removal and Disposal of Drainaqe Structures 20 EA .'h.SOO. (10 $10, OcO. ('0 Removal of Existing Concrete Sidewalk (4" and 4;d..~. 00 .t ll. '-ISo. 00 110-4-1 6" Thick Included) 1,298 SY 110-4-1-1 Removal and Disposal of Existinq Curb and Gutter 1,519 SY $'~.OO 1J4S, C,70. 00 Oct. 2007 00300-1 120-1 Reqular Excavation 1,101 CY .'\,,0,0(1 ill 010,00 230-2 Limerock Material (12" Thick) 1,233 CY .$S"<..~. () 0 I~(, I.(EO.OO 327-70-1 Millinq of existina Pavement (1" Ava,) 23,787 SY 1>3.00 $71.3{,I.OO 331-2-1A Type S-1 Asphaltic Concrete (3' Avo.) 3,611 Ton 1,1'bC I 00 fUNj qf.D, 0 (! Curb Inlet Type P-3 (<10') .- 425-1-331 1 Ea $.2 00(\.00 .t~ (XX), C>O 425-1-341 Curb Inlet Type P-4 (<10') 1 Ea 1,.) SW, ('(I I f)2.f,oO. () 0 425-1-351 Curb Inlet Type P-5 (<10') 8 Ea 1> s DOC'. {'( 12c1 000.(10 425-1-361 Curb InletTvDe P-6 (<10") 18 Ea 1,4 DC e.OO i, 7.), 0 DO. ('D 425-1-521 Ditch Bottom InletType C (<10') 22 Ea i..l ODe Of) '\>~4.000, oc 425-1-541 Ditch Bottom Inlet Type D (<10') 32 Ea 1V' 5cO.oO $~O.OOOi ()(l 425-1-542 Ditch Bottom Inlet Type D (>10') 1 Ea ~,OO(),OO i,~ ceo. co 425-1-671 Inlet TVDe P-11 (Dade County Std <10') 5 Ea t3 COO.('O 'i>1z;.,QCO.I'O 425-2-41 Manhale TVDe P-7 (<10') 26 Ea 1,),.000.00 ~S).. 000,0 () 425-2-42 Manhole Type P-7 (>10') 3 Ea 1,l,Soo,CO 1, 7 <;00. (\(' 425-5 Manhole (Adjust) 29 Ea $(,00. 0 0 :)17400.00 430-171-123 Pipe Culvert 15" RCP 63 LF ~.2.~, 00 $/ 57r;.00 430-171-125 Pipe Culvert 18" RCP 5,882 LF 'j;~s.oo $J()l; ~70. 0C 430-171-129 Pipe Culvert 24" RCP 2,748 LF $ ,-/T;.oo j; 123,(,(,0.00 430-941 Pipe Desiltina 500 LF 112.00 j, (, 00(' J'l () 440-1-60 Underdrain Tvpe Special (Swale Trench) 3,490 LF 1,:2.0.00 .$ (,CJ, ~CO, ('0 520-1-10 Concrete Curb and Gutter Type F 1,686 LF '(J/("oo $.).(, m(;,. Of) 520-3 Concrete Vallev Gutter (3' wide) 908 LF 11,1~.(\o ~ jLj, c..,)~ .00 520-6 Concrete Shoulder Gutter 331 LF licw,oo $/",;(,,1(,.00 522-1 Concrete Sidewalk (4" Thick) 3,698 SY 1'b</0.00 pI<../7 q)O.OO 522-2 Concrete Sidewalk (6" Thick) 166 SY ,\,L\!;, (\ 0 t7 Y70,DO 523-1-2 PatternedlTextured Pavement (Stamped) 39 SY l'tloo,oo is 900.00 Sodding St. Augustine (including fertilizer and k;71 ,7(1 ~,o 0 575-2 waterinq) 23,931 SY 's.o L' 580-327-2 Relocation of Small Trees 20 Ea .YfOO.L'O 1>KCCO,o 0 700-20-11 Sinqle Post Sian 122 AS 11 d-C{). co $24,4(0.00 700-46-21 Relocate Sinale Post Siqn 30 Ea l,~oo . cc> 1,q 000.00 706-3 Marker Pavement Retro Reflective Marker 384 Ea 11. :'.00 1.1. ll,;,l. 0 0 711-11-160 Pavement Messaaes (Bike & Arrow) 26 Ea ~ /CO ' ('l 0 '\.2 (..oo,ee' 711-11-170 Directional Arrows Thermoplastic (16 SF) 10 Ea $ 100, (\() 1.1. 000.(1 () 711-11-251 Guidelines Yellow Thermoplastic 18 LF ~ leX). (' cJ 0\, l. q,CO, (l (' 711-11-140 Skip Traffic 2' of 4' White Thermoplastic 178 LF 'h(.()O ~'7<.(.OO 711-11-122 Solid Traffic StriDe 8"WhiteThermoplastic 902 LF 1o.~o i."j<;l. 00 711-11-123 Solid Traffic Stripe 12" White Thermoplastic 1,735 LF bJ... () 0 .i 3 470. 00 711-11-124 Solid Traffic Stripe 18" White Thermoplastic 433 LF .'\. J...00 .1, f)'=>c,. 00 711-11-125 Solid Traffic StriDe 24" White Thermoplastic 338 LF .1. S,OO '\,1. nit! . 0 0 711-11-224 Solid Traffic Stripe 18" Yellow Thermoplastic 30 LF $ ~.oO ~qn. 00 711-11-110 Solid Traffic Stripe 4" White Thermoplastic 3.775 NM 1$.:2 ;00,00 $Cj.t.J 1,7.~ 711-11-210 Solid Traffic Stripe 4" Yellow Thermoplastic 3.598 NM 112.1,(10. ('c It<j(' aQ~.OO 730-70D Drainaqe Wells (Exfiltration Wells) 22 Ea Itloooo,oo 10\,).;).0 000, co 730-70E Drainaqe Wells Structure Steel Casino 24" Od Stalled 1,166 LF <J,i.I2G. (' 0 '~L.l ~Cj 1).0. DO 730-70F Drainaqe Wells Open Hole 24" Dia. 1,100 LF '1~'5o,OO 11,Lj 1 '6, O(().('(1 Total US$ l_t3.2,I.,"l 16(,. ~o 10% Contingency for the use $ ?';:dlo.",S of the City US$ Oct. 2007 00300-2 t3,fc'6C(/~/7. IS I US$ I I I GRAND TOTAL Three 1--Clllef) S,~ \~,-,.-,J;eJ f\:>hty.N.~ -T}-'('l.'*lod hve IJupJJ SevelYt~ell W,j\ors c,,,J r.;tE:('1'o C"n+S ~ en). J 1\ i <f) /u 7 (Date) BID SECURITY Accompanying this Bid is a certified or cashier's check or a bid bond in the amount of 5%_of the bid made payable to the Owner 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 1. Il-<b-O~ 2.lU:t0., 3. ,4. ,5. Dated this 2€\\-. day of Nc;e,()b{'1 .Q,QQJ. (month) (year) -~ -.~ Contractor: '-->r,) 0 (, (' nt,-+-(' u( r,a n c")(' DO rc.--t, 0 n / * 2>ef:6 CC)/7)!rI(>{l(' ~ llw~ /\1\ I'C<TT)(.I j FI 330.2-S Address: . 'to. . f' ,~.,._:o ~SEAI~ .....'... "'.. * .., -- , '. . . - - Att~chrnents: . Subcontractor List Bid Security Trench Safety Act documentation END OF DOCUMENT Oct. 2007 00300-3 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a), FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICiAL AUTHORIZED TO ADMINISTER OATHS. I, This sworn statement is submitted to The City of Sunny Is]es Beach, Florida by .:J(o.~d~ r-plerSon '-Pre.S, I den -t [print in IVldual's name and tItle] for .5010 ConStrue-hon CorpOro.-\-'IOA [print name of entity submitting sworn statement] whose business address is 3855 CO('Y")('1")erc.e__ -p~(' k(..<.J('~.!:J H.(ctrn.ar I F L "3 =3 Od.. 5 I and (if applicable) its Federal Employer Identification Number (FEIN) is 5'1 - j ~ d- q 5 3 (; (If the entity has no FEIN, include the Social Security Number of the individual signing this Sworn statement: ,) 2, I understand that a "public entity crime" as defined in Paragraph 287,133(1)(g), F]orida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation, 3, I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1) (b), Florida Statues, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July I, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere, 4, I understand that an "affiliate" as defined in Paragraph 287,133(1) (a), Florida Statutes, means: I, A predecessor or successor of a person convicted of a public entity crime; or 2. An entity under the control of any natura] person who is active in the management of the entity and who has been convicted of a public entity crime, The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate, The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an armIs length agreement, shall be a prima facie case that one person controls another person, A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in F]orida during the preceding 36 months shall be considered an affiliate. 5. I understand that a "person" as defined in Paragraph 287.133(1) (e), F]orida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to Oct, 2007 Form PUR 7068 (Rev, 06/11/92) 00402-1 transact business with a public entity. The term "person" includes those officers, dIrectors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity, 6. Based on infornlation and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. [Indicate which statement applies] Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1,1989, The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989, The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer deternlined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. [attach a copy of the final order] I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND, THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN \VHICH IT IS FILED, I ALSO UNDERSTAND THAT 1 AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD j\MOUNT PROVIDED IN SECTION 287,017, FLORIDA STATUTES FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION C NTA~NED IN THIS FORM. '" [signature] Sworn to and subscribed before me this J.Cb ~ 'h day of NO',f<2..m ber ~ ~ t_~ c;/ '[fC/ ~OnallY~ .. - -......--'" - ----... , ~ OR Produced identification Notary Public - State of Fieri Jq (Type of identification) My commission expires G j (; / a. 0 I I '~lJ VQlel)t'~ (Printed typed or stamped commissioned name of notary public) "'''''N::..,. DeJ 4'!fIY.:.~ on Valentine !.:~A Commission DO 682437 , ..; Expires June 6, 2011 , '0' Bonded Thtu Troy FoIn Insurance ~7019 Oct. 2007 Form PUR 7068 (Re,'. 06/11/92) 00402-2 DOCUMENT 00403 TRENCH SAFETY ACT (90-96, Laws of Florida) Bidder acknowledges that included in the appropriate bid items of the proposal and in the Total Bid Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida) effective October 1, 1990, The bidder further identifies the costs of such compliance to be summarized below: Trench Safety Measure (Description) A.\fQ0C.~ ~o'f j9--0(If!} B. 5 \ lJnit of Measure (LFSF) ~ LI- Unit Unit Extended (Quantity) Cost Cost /(\000 ~IO.O() ~ I 00 I 000 ~.() C. D. .~ Total $ (0 ([] OW. r If applicable, the Contractor certifies that all trench excavation done within his control in excess of five feet in depth shall be in accordance with the Florida Department of Transportation's Special Provisions Article 125-1 and Sub-article 125-4,1 (TRENCH EXCAVATION SAFETY SYSTEM AND SHOIUNG, SPECIAL - TRENCH EXCA VA TION). Failure to complete the above may result in the bid being declared non-responsive. Contractor agrees that the above safety compliances and costs are included in his bid package, t J ii) Signature of Bidding Contractor EJ\TD OF DOCUMENT Oct. 2007 00403-1 DOCUMENT 00420 INFORMA T10N REQUffi..ED FROM BIDDERS GENERAL INFORMA TlON The Bidder shall furnish the following infornlation, Failure to comply with this requirement may cause its rejection. Additional sheets shall be attached as required. 1, Contractor's Name aJ;d Address: ~o 10 GC"IS-T('\JCl' \ 0" Co, po. C'- -11 C f\ 3$iS5 Co,-r,,-r~---, Ce'_ 'f ~r }LVV('~ I f.,C ro.YY\ c, r ! F I <; '3 Od-. S 2. Contractor's Telephone and Fax Numbers: @,05 )qLJ4'-3q~ (bOS )CfLjcJ - 003~ 3. Contractor's License: Primary Classification: 11\054-3 S;fe...l::>evl?jop~Yl' COn 4-t"f'vc. i 10 (\ 4. Number of years as a Contractor in construction work of the type involved in this Contract: '::Lot 5. List the names and titles of all officers of Contractor's film: 1<.CAnd ,/ rp,ersoY'l - ?r~,dE'()t , 1Z\cl. V,e,S(l'f'\ -- VICe. VresIJ~,f)t De\' 10 11 ?\ e rs on - Ylc.e. ? res I J<? /) t 'j2.u-\: h VI eJ'SOfJ - See re+ C{ f' j Sh1rlej 'P.erSO() - lreaSulj , wa ne ~er>D(\- Cot I'!:\te FlnanUC11 off,t.pf' 6. Name: Name of person who inspected site or proposed work for your firm: KeAne) \/ VIe ('so h I \\ \\(~\Ol Date of Inspection: 7, \\That is the last project of this nature you have completed? <;wee.-h,.....Ju.-te I \)\CA \ n {;1.~e. \ (Y\ P 1'0 rC2.. ~Y)e(1-tS 8. Have you ever failed to complete work awarded to you; if so, where and why? ~O 9. Name three individuals or corporations for which you have performed work and to which you refer: 'V\-\G. ~uI\ckf"S 10'""-" r. Ce.n+e ( j)"o pe+ I <? S M CH [ n:)I nee r5 Ct Y\ c) Con i C'a do {' S Oct. 2007 00420-1 10. List the following information concerning of at least five (5) contracts during the last ten (10) years on hand as of the date of submission of this proposal. (In case of co-venture, list the infonl1ation for all co-ventures). , i NAME OF PROJECT CITY TOTAL CONTRACT VALUE CONTRACTED DA TE OF COMPLETION % COMPLETION TO DATE ~ A;ttc\C~() (Continue list on inset sheet, if necessary) 11, What equipment do you own that is available for the work? c:--" A J ~ ee. . -\t Gte, ~-..,e C 12, What equipment will you purchase for the proposed work? \Jh~~-eYef IS reCC,-\JprJ -+-0 fl n I s~ -+~_ (.{X)\ I.::::.. NOTE: Attach additional sheets if required, If requested by the City, the Bidder shall furnish a notalized financial statement, references and other inforn1ation, sufficiently comprehensive to permit an appraisal of his current financial condition. Oct. 2007 00420-2 ;u <' CD 3~~ '0 0. g a;U'-+ (6oen 3 ~ ciS' CD :E 1il ;a. ~ N' en 9l.. 0' ::J $: w' ~, ;u CD ::J ;U o 0 < Ql 9l..o. o' ::J ::J <D :3 ^ Ql CD ~'< o ::J Ql ~)>en 0.(60 enQl::Jc ::t5.~:T ~en $: .-+ m l(o w' ~en3 :f ~-, V} U'I o o a o o o o Z o < CD 3 0- CD ..., 6 ~ 0) o ~ o ^ 3' $: co 10 (ii' 0) '< ~, en I 8 B= . C -. en ..., TI;:+CO o::J r:~s.l(o w......Ql::T)> ~......'< Q ~ ~ g, 8. Ql <D en tll Ql '< I Ql ..., 0- Q -l o -0 1il N Ql -l o I:E Ql ::J 3-0 o - ..., tll Ql '< m x 'O;U Ql 0 ::J Ql ~. 0. o ::J -l o I:E Ql ::J 3-0 o - ..., tll Ql '< tll o QlQlO-Z ..., ::J'<CD~ <' 0. I ~ c~iirm~CD~ enm;+Ql o-CD::J w ......Ql~enO -~QCii-'~~ o Ql~CDro '< -.en CD -+I (6-"'" V} ...... a o o a o o o o o () 8' 0- ~ 6 ~ ~ U'I ~ o ~ r ...... () ~ co ~ ~ en 8 )> :s. ..., C en::J o.;:+!:!J~G) ~ CD 10 Q. o' 5!> 0) -, Q) Ci Tl8~<DQl - -, en ::J w (6 0 t; ..., l(o ...... 0) $: C -0 a: Ql '0 $: ...., c: _. '" ..., Ql :;'-g 3 co en -. TlCDtll ~$:g; =C() -. ::J ::T ~ 5: '0 Ql $: w' ~. C ::J co. .-+CD :.;: ..., ;:::;:<0 15' a en C ::J 0. () tll~ CD 0 Ql - () $: ::T _. Ql ~, ...... $: ~ w' ~ U'I 3CD$: .-. ~ ~ TlCDe: r w' ::J V} ...... a o o "0 o o o o o CD () CD 3 0- CD ..., 6 ~ U'I o ~ o ~ w $: o~ -. Z :E QlenoQl 3 C ;:I...., .-. _. ^ 0. TI<DCDCIl -~::Jl(o Woo.^ ~O~CD U'I on U'I ::J, ~ < CD ~~ 0"0 ..., III "0 .... n )>0 3 ~ o ., C ~ ~<D 0. ~ n 3 l? g ~CD@ ~on. o .... III ::J 0. n"tl o ~ 3 g '0 ::J ~Q) lllcg gtz co Ql ::J 3 III III ~ Qo o :t> ., 0. :t>o. ., ., n III ::TI/I ;::;:fA III 0 o .... - "tl ., o (D' o - Z Ql 3 III n ;:+ '< o ~ ::J III ., r- -. C/) ...... r o (') Ql - o' ::J o ...., en o r- o c.... o 0- C/) S- 1J a (Q Cti C/) C/) SOLO CONSTRUCTION . . CORPORATION , EQUIPMENT LISr Combination~ , Li~ht 'Ttucks . . C-686 - CAT 416 C-687": CAT 416 C-688 - CAT 416 T-122 Ford F-150 T-123 Ford F-150 T-124 Ford. F-150' .T-:-126 Ford F-150 T -130 Ford Explorer Graders G-704 - HUBER 850A G~705 - CAT 12G . Heavv Trucks '. ' H~928 21000 g. H-900 Peterbuilt 378 H-932 Peterbuilt 330 H-929 Ford F -800 H-927 FordF-450' H-954 Peterbuilt 857 . H-956 Peter built 357 H-957 Peterbuilt 357 H-958 Peterbuilt 357 H-959 Peterbuilt 357 H-:-960 .peterbuilt 357 H-962 Peterbuilt. 357 ,<' Rollers , R-2552 - mGERSOLIrRAND SD-IOOD , R-2554 - INGERSOLIr.RAND SD - 100D R-2562 -INGERSOL1- RAND SO -lOOD Dozers Z-4444t- CATD5B z-4445 - CAT D6H Z-4448 - KOMATSU D65-EX.... 12 Loaders . . . '1-890 CAT 936 :f ,J:r892 CAT 936F :1-894 CAT 950 F . .Jr.896 CAT 966F Excavators E-524 CAT 235C . . E-526 KOMATSU PC4DOLC-5 E-527 HITACHI EX270LC E-528 CAT 320C 1V ' I - -----------~--------~. LIST OF SUBCONTRACTORS The Bidder SHALL list below the name and address of each Subcontractor who will perform work under this Contract in excess of one-half percent of the total bid price, and shall also list the portion of the work which will be done by such Subcontractor. After the opening of Proposals, changes or substitutions will be allowed with written approval of the City of Sunny Isles Beach, Subcontractors must be properly licensed. Work to be Performed Conc.\'e \e l~\ \:- Subcontractor's Name! Address '\O\~'-J1-eoJ -~VIY" I i4-5S0 ~(tl-P\.E:.- 'Sl . lJC'::J.lA~ , r- c "3~o~2. I A )) 4050 ~tJ '72,";0 CST (;e nc? r c, L:l~)~" + (. ill ,....r , C'- 3 '!, ,G,(" 1. 2, YG\V\)\ .9 3, 4. 5. 6, 7, 8, 9. 10. NOTE: Attach additional sheets ifrequired. Oct. 2007 00420-3 CERTIFICATE AS TO CORJ>ORATE PRINCIPAL I, ~12,on d j Kp ('~~(), certify that I am the -Pres .den t of ~Io (0 11 <?trt 1(-/+I(')/) CC')(l::><J ra -r I (1)11 and that KC\nOy Merson, who signed the Bid with City of Sunny Isles, Dade County Florida forC.~.,\\\o... \ ('.\.01 ~ U Q\,,'1C\O Q t .s \ \ f'() lE'r,,(i i,..d.5 City Bid No, is O~f - I 0.- 0 d-- of said Corporation with full authority to sign said Bid on behalf of the Corporation, Signed and sealed this ~ day of ..-No <e(Y'\ be ( ( .. 2007, +e. 1 c. ~~ Signature (SEAL) Randy Pierson President Typed w/Title STA TE OF FLORIDA COUNTY OF DADE 10th SWORN TO AND SUBSCRIBED before me this~ day of ~ (E' o..J)(J r ,2007, My Commission Expires: o ) 0 } ~O I I ) --~~ '/,\ ./ ~ Notary Public ..--- ,// L l~.\w..rf'sJ!t,~ DeJon Valentine ~.(~'f1 Commission DO 682437 ~~~~~ Expires June 6, 2011 "Rf..~\' Bonded Thru Troy Fain Insurance 800-385-7019 EJCDC STANDARD FORM OF AGREEMENT Oct. 2007 00500-9 DOCUMENT 00650 ACKNOWLEDGEMENT OF CONFORMANCE WITH O.S.H.A. STANDARDS TO: THE CITY OF SUNNY ISLES BEACH 18070 Collins Avenue Florida, 33160 We 'So 10 (C.()S i ('vi + It,.') (0 C O"r" b 0 ,'. acknowledge and agree that as contractors for the construction of the "Central Island Drainage and Street Improvements", that we have the sole responsibility for compliance with all requirements of the Federal Occupational Safety and Health Act of 1970, and all State and Local Safety and Health regulations, and agree to indemnify and hold harmless the City of Sunny Isles Beach, and Beiswenger, Hoch and Associates Inc., Consulting Engineers against any and all legal liability or loss the District or the Engineer may incur due to (Name of the Contractor) failure to comply with such act. C) 1/7()[~ . ATTEST ~())o (0/1<)-\\'\.)<:-110(\ ('or'PCI ({ IJon CONTRACTOR J ,- 0ps,cJp.nr l7u~ ATT -J By: Title: I /J8 JCf7 , DATE END OF DOCUMENT Oct. 2007 00650- ] r -.1 . - '~ DOCUMENT 00401 BID BO}\;1) BIDDER (Name and Address): SOLO CONSTRUCTION CORPORA TION 3855 COMMERCE PARKWA Y MIRAMAR, FL 33025 SURETY (Name and Address ofPrincival PLace o(Business): INTERNATIONAL FIDELITY INSURANCE COMPANY ONE NEWARK CENTER NEWARK, N.I 07102 - 5207 OWNER (Name and Address): CTIY OF SL"NNY ISLES BEACH 18070 Collins Avenue Sun!'lY Isles Beacb. Flonda 33160 :BID BID DUE DATE: NOVEMBER 28, 2007 PROJECT: (Brief Description including Location): Central Island Drainage and Street Improvement in the City of Sunny Isles Beach, Florida, between Collins Ave. and Dumfoundling Causeway; 174111 Street (south limit) and 182ud Street (north limit) no~"D BOND :N1JMBER: N/A - BID BOND DATE: (Not later than Bid Due Date):NOVEMBER 28,2007 PENAL Smv1: FIVE PERCENT OF THEAMOUNT BID (5%---------) IJ:\ Vv1TNESS WHEREOF, Surety and Biader, intending to be legally bound hereby, subject to the tenr.s printed on pages 2 and 3 hereof. do each cause this Bid Bond to be culy executed on its behalf by its authorized officer, agent, or representative. BIDDER SURETY SOLG-CONSTRUCTION CORPORATION (Seal) Biddds "f.' ;:-";, 5'0 eml'''''''' Seal -. ~~r-\t-1' '.~ B):-. I ?'"~ __ . " Sigria.fll~e~nd Title ..( 1 r ~ . ) Attest:'~~. ) .UIA~... Signature and Title INTERN A TLONAL FIDELITY INSURANCE COMPANY ~eaD Surety's Name and Corporate Seal Signature and Title ow. MATSON III - ATTORNEY-IN-FACT ~~OfAttom.: Signature and Tit1e~LUMMER _ SECRETARY By: Attes:: Note: (i) Above addresses are to be used for gwing required notice. (2) Any Si11g'-11ar reference to Bidder, Surety, OVvl1er or other party shall be considered plural where applicable. Rirl Rnnri n"t ?()()7 OO.1.()1-1 .,. L Bidder and Surety, jointly and severally, bind themselves, their heirs, executors, a d:ninistrators, successors and assigns to pay to O\vncr upon deIa ult of Bidder cn)' cifference between the total amOU:1t of Bidder's bid and the total amount of the bid of the next lowest, ::es:;lonsible and responsive bidder as deterrnii'1ed -JY Owner for Lhe Work required by the Contrac: Documents, provided that: 1.1. If :here is no such next lowest, responsible and responsive bidder, and Owner does not abandon the Project, then Bidder and Surety shall pay to Owner the penal sum set forth on the fa~e of this Bond, and 1.2. In no event shall Bidder's and Surety's obligatjor. hereU11der exceec the 'Jenal 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 2.ny extension thereof agreed to in "WTiting by Owne:-) the executed Agreement required by the Bidding Documents and any perfonnancc and payment bonds required by the Biddi:1g Documents and Contract Documents. 3, This obligation snail be null and void if: 3.1, Ov/ner accepts Bidder's bid and Bidder delivers within the time required by the Bidding Documents (or any extension thereo: agreed to ill '\vriting by O"WTIer) the executed Agreement required by the Bidding Documents and any perfonnance and payment bonds required by the Bidding Documents anc Contr2.~t Documents, or 3.2. All bids are rejected by O'vvncr, or .J..J. Owner fails to :ssue a notice of award to Bidder within 1he tiDe specified in tbe Bidding Documents (or any extension thcreof agreed to in \Hiting by Bidder and, i: applicable, conscnted to by Surety when required by paragrapn 5 hereof). 4. Payment under this Bond will be due and payable upon default by Bidder and within 30 calendar cays aner receipt by Bidcier and within Bid Bond, Oct. 2007 00401-2 30 calendar days after receipt by Bidder a:1d Surety of \Witten notice of default from Owner, which notice will be given with reasonable promptncss, idcntifyir;g this Bond and the Project and including a statemer.t of the amount dUe, 5. Surety waives not1ce of a-cd any and a11 defenses based on or arising out Df any time extension to issue notice of award agrced to in ""TIting by Ov;rner and Bidder, provided that tne total time for issuing notice of award including extensions shall not in thc agg;egate exceed 120 days from Bid D:lc Date withDut Surety's written consent. 6. No suit or action shall be commenced u:1der this Bond prior to 30 calendar days after the notice of default, as required in Paragraph 4 a-Jove, is received by Bidder and Surety and in no case later than one year afte;:- Bid Due. Date, 7, Any suit or action under t11is Bond shall be commenced only in a court of competent jurisdictior. located in the state in which t11e Project is located. 8, Notices reouired hereunder shal1 be in writing and sent to Bidder and Surety at their respective addresses snoviTI on the face of this Bond. Such notices may be sent by personal delivery, commercial courier or by United States Registered or CerTified Mail, return receipt requested, postage pre-paid, and shall be deeDed to be ,effective upDn receipt by the pany concerned. 9, Surety shall cause to be attached to this Bond c. current and effective Po\ver of Attorney evidencing the authority of the officer, agen~ or representative who executed this Bond on behalf of Surety to execute; seal and delivc,; such Bond and bind the Surety thereby. 10_ This Bond is intended to confoml to al] applicab1c statutory requirements. Any applicable requirement of any app1icabie statute that has been om:tted from this Bond sball be deemed to be included herein as if set forth at length. If any provision of this Bond con:J.icts 'with any applicable provision of this Bond conflicts with any 2.pplicab1e provision of any applicable statute, i 1. . then the provision of sc.id statute shall govern and the rema:nder of this Bond that is :Jot in conflict there\.vith shall continue in full force anc effect. 1 L The ternl "bid" as used herein includes a bid, offer Or proposal as applicable. END OF DOClJ]v[ENT Bid Bon:!, Oct. 2007 00401-3 Tel(9~62-1~72?O POWER OF ATTORNEY' INTERNATIONAL FIDELITY INSURANCE COMPANY , '..,,' /. . , HOME OFFICE: ONE NEWARK CENTER, 20TH FLOOR NEWARK, NEW JERSEY 07102-5207 FOR BID BONDIRIDER/CONSENTSI AFFIDAVITS KNOW ALL MEN BY THESE PRESENTS: That INTERNATIONAL FIDELITY INSURANCE vCOMPANY, a corporation organized and existing laws of tile Slate of New Jersey, and having its principal office in the City of Newark, New Jersey, aoes hereby constitute and appoint D.W. MATSON, ~~~, JOHN W. CHARLTON Coral Gables, FL. its true and lawful attorney(sHn-fact to execute, seal and deliver for and on Its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory m the nature thereof, which are or may be allowed, required or permitted by law, stature, rule, reKulation, contract or otherwise, and the execution of such instrument(s) in. pursuance of these pre~ents, shall be as binding upon the said INTERNaTIONAL FIDELITY INSURANCE q:>MPANY, as fully and amply, to all mtents and purposes, as If the same had been duly executed and aClmowledged by its regularly elected officers at its prmclpal office. This Power of Attorney Is executed, and inay be revoked, pursuant to and by authority of Article 3-Section 3, of the By-Laws adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting called and held on the 7th day of February, 1974. The President or any Vice President, Execulive Vice President, Secretary or Assistant Secretary, shaH have power and authority (1) To appoint Attorneys-in-fact. and to authorize them to execute on behalf of the Company. and attach the Seal of the Company thereto, bonds and undertakings, contracts ~f indemnity and other writings obligatory in the nature thereof and, (2) To remove, at any time, 'any such attorney-In-fact and revoke the authority given. Furtherl this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company aaopted at a meeting duly calleo and held on the 29th day of April, 1982 of which the following is a true excerpt: Now therefore the signatures of such officers and the seaL of the Company may be affixed to any such power ofattomey or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile sea. shal! be valid and bindmg up-on the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company 1D the future with respect to any bond or undertaking to which it is attached. STATE OF NEW JERSEY County of Essex On this 31st day of August 1998, before me came the individual who executed th~Jlreceding instrument~t9 me p'ersonally kno"!1JJ.and, being by me duly sworn, said the he is the therein described and authorized officer of the INTERNA TlONAL FIDELITY INSURANCE COMPAN X; that the sear affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his signature were duly affixed by order of the Board of Directors of said Company. ' IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and year first above written. ~"~ A NOTARY PUBLIC OF NEW JERSEY My Commission Expires Nov. 21,2005 CERTIFICATION I, the undersigned officer of INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By-Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect . IN TESTIMONY WHEREOF, I have hereunto set my hand this 28th day of NOVEMBER, 2007, ~#'~~ ASSIstant Secretary 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 (jhines@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, Hc rcmindcd the contractors that thc deadlinc for submission of bid documents is 'Vcdncsday, NO'/cmber 14,2007 at 10:30 a.m. , 2007 at 10:00 a.m., at which time vie will publicly opcn 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 200S (January 7, 200S). 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 BERM. The City has not applied for a FDEP 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. 5. What are the fees for Sunny Isles Beach Police Officers? If SIB Police is not available, can we use State Troopers? Bid 07,10-02 Pre-Bid Conference QA (2) Page 1 of 6 The Contractor must use Sunny Isles Police ofncers, unless otherwise approved by the City ofSunuy Isles Police Department (Sandra Block is the contact person and may be reached at 305.792.1839). If no City Officers 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 pro.iect requires all solid pipes for drainage. 12. There are existing drainage pipes shQwn 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-l Mix, as per Miami-Dade County standards. 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-1 asphalt concrete is not recommended to be used to mix for this final course any more. Bid 07-10-02 Pre-Bid Conference QA (2) Page 2 of 6 Use of Type S-1 mix in final coursc 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 rcview and approve, as required, but access must be maintain cd for rcsidents 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 consideI: special circumstances. Both extended work hours and lane closure permits are handled by Robert Solera, Community Development Director, who may be reached at (305) 792-1789 or rsolera@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. 21. Quality control of product by the City or contractor? The contractor is responsible for quality control. The City reserves thc 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 1'01. 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? Refe." 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 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 FDOT governing standards and specifications as stated. 27, Where is the drain crete called out to under drain details to be used, and what are the limits Bid 07-10-02 Pre-Bid Conference QA (2) Page 3 of 6 and dimensions for the draincrete? A drain crete 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, Draincretc 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, Speciall>rovisions, 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? \Vhatever we are resurfacing - there has to be milling. \Ve have two 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 ,,,'ill 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". 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 backflll 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 Bid 07-10-02 Pre-Bid Conference QA (2) Page 4 of 6 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? 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 ,,,ere 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 limerock for Item] 02.3 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 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 of the sidewalk? Box concrete around pole. 50. What is the intent for existing drainage lines? As general information. Bid 07-10-02 Pre-Bid Conference QA (2) Page 5 of 6 51. If contractor finds a drainage pipe and it is not in specs will it be left alone? YES. Unless otherwise indicated by the engineer. 52. All existing pipes in specs to be removed or abandoned? If not specified should it be left untouched? YES, lJl1less otherwise indicated by the engineer. 53. Will contractor be cutting and gutting pipes in specs? YES. 54. When will addendum be issued? In approximatel\' five (5) days alol1O with copies of the sion-in sheets and summary .. . t> t>'. 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 1751" Terrace . Plan and Profile NE 17K" Dr. . Plan and Profile NE 17K" Dr. . Plan and Profile Church Dr. . Plan and Profile NE 177" Dr. · Plan and Profile NE 18(/" Dr. . Plan and Profile NE 18(/" Dr. . Plan and Profile NE 18r Dr. . Drainage Structures . Drainage Structures . Drainage Details . Drainage Details . Cross Sections North Bay Road . Cross Sections North Bay Road Sheet 5 Sheet 6 Sheet 11 Sheet 15 Sheet 16 Sheet 19 Sheet 24 Sheet 25 Sheet 26 Sheet 27 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 Bid 07-10-02 Pre-Bid Conference QA (2) Page 6 of 6 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 "perfoot of head"