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Bid-PW-03-00-01-11 Metal BldgCITY OF OKEECHOBEE, FLORIDA PRE - ENGINEERED DESIGN BUILD METAL BUILDING PW 03- 00 -01 -11 2>/// 1: - r' `mil - n ULQ..) Pre - Engineered Design Build Metal Building PW 03-00-01-11 February 4, 2011 Bid Opening v ✓ 1 ////y . Company Name:: � _ s � � �, ', � �C . . Address: Contact Person: r, fV 4.) err Phone Number: Sal _ (I7 -,�s77 FakNo. ¶I3 -,218- ,A-88a- e -mail: a ne_v!berr� e r u..))0e rriC? , c'-r) . /2. Company Name: i F4 i Address: S, F ' ,....• :_• ./A Jre - +, r, R- L ,,,i.evj. /,• J=L ‘33/J Contact Person: Ted /<a.,,{ od' Phone Nurpber: ' 1 Fax No. e -mail: 4-1 ©r, 4e. t +s 8 4f-. CC, r- 4 A „? r ,/ 3. Company Name: Je.mar-t mac; Efli nee r, er a� S �'.',sf • Corp . Address: 1/ /It, 5 ?CB 5"T. -1,rd door `)�io.n; {� <� 33i8 3 Contact Person: Fel;Pe_ 1'�9 /A i ar Phone Number: 305 - 3-73 - Re Fax No. 36)5 - )71 - 7a 2-3 e -mail: AA L iar le,-., iVfec - eom /xi)/ /4. Company Flame: Prdi (orts°1► -c,t.c cr Address: POPJn/(Go 51 (9 k /o-01 , F- 3y76,0 Contact Person: '+e ve Big r tiP. Phone Number: 140'7- 377 -0c Fax No. S'o7- g 77- oal e -mail: 3-Fev,.0,br,ft'C6,7 ruC4-1L,n1nG •C Orr. 111 z�l /� �5. Company Name: tlk r5tz�r Consf ruc {, a� Address: l� ' �/ S6 Place Ca re-n»,"/ A.% � i Contact Person: Gya ire- enohf, Phone Number: ;-)-(2 low Fax No. e -mail: etc) r5-tc ce-, ,5ty,, c 6 d 04,42, c 76. Company Name: w,roetCon.S- 4ru;on Address: ygoo i)?- '-10.e" o, ode,; mac. Contact Person: rn ek Phone Number: 4,3z/1,0G, Fax No. e -mail: .?e■rcd rci, 5 la 641 . ccw■ 1" /7. Company Name: f l WN\ Costru :#ion Try:, Address: < ;q(1 u. 1 r rt fiNrct Fc-3 9$Y0 Contact Person: 3err( M`Grati�e Phone Number: 77) - q-!o1,0- 7117 Fax No. -77 ,A -4(.'7- y5s•y e -mail: 3er41 e#, . c o 8. Company Name: .c.4,, - -- Cc,,,shuccho,-, Address:3/57 US Hwy 44, N oKK`• IoNw ht- 511i7.)- Contact Person: btZi�ti� Phone Number: 57 3600 Fax No. e- mail: ,� i �r �., I cey, Pre - Engineered Design Build Metal Building PW 03- 00 -01 -11 February 4, 2011 Bid Opening ✓9. Company Name: sii/.-, l Coy, 51-eu c/ Address: 65 ast Ro ger/ k- %r/ f�� t"c_5507 Contact Person: r e a. r- l� Phone Number: /- 9? ' -off/ Fax No. e -mail: hc,Li) ,Jele_E__. 101 s o ,r414 . r e 1- 1/-24 10. Company Name: M 5 ace 14,1;.-r� S L� Address: fa0l /Chester C York-cow, Il,' (-c.- 5?-?-4 7 Contact Person: wy au� (w)ia/ - /ey) Phone Number: 'qy q -/731- y470 Fax No. e- mail: Lola ►u m5p2c.eholcite s. con. 11, Company Name: MA rma r (In r)S +r &c h'o J-ne- Address: 3X) U $ -HLNy�j -75-1 3c25- j - r,'n3 K 3 7d A.4-41 Contact Person: Mot - Phone Number: g4-3 -3i </ 4I-5/ Fax No. 5?44-3 9 7- 9757 ✓e -mail: j-�14 -4. maryY,evCOnsfsuc-fia/ -) .co,-r. 12. Company Name: 'w nn 0ristrercian.TnG Address: .2a -9(e JV . u 5 l f.? -t- P e-rc.-e Fc- U4, Contact Person: .>(r.( NAG ra r,� Phone Number: 7'7 - 4.64-7/17 Fax No. 7 7g - qLr, 7 ` r1s y e -mail: T e rr1 ord. A,.J,VCcy/s°f -r u ,.ev7 .. o,.-. -. 13. Company Name: e - rod Cnr,s"�ru ct4 a� Address: 4-a00 1t. 1 ? Dr• 0Vs4:_lwbe -e, r 34e11 Contact Person: Phone Number: 034 - b 54-(0 Fax No. 7 (03- 5'O?'/ e -mail: pe- nrcceons-Fru.cfr "on ya v .corms I/ 14. Company Name: Wes+ C'6,15-hru dto r, T' ne_. Address: 3i y, 50 4 -5- LaK' Wry' /"L 53g b Contact Person: R,., a Phone Number: ,'j7,P-' 5R - �cb�7 Fax No. 5 6/ -5 8 - i L/! % e -mail: I�V<1r wesf4,)ns+ruc},c,,,'nc• rtl 11,1 ,1 /15. Company Name: Eo l pcJ1 Cr) octrucfior+ Address: j't17 *LA AZ y. k •4ve. S,A9 r, M f c 3 38'70 Contact Person: Joky-) Phone Number: 14,3- 365-S1.49 Fax No. ✓ e -mail: Koch 3 s .-hrat -o • reef- 1 / »i/ II 16. Company Name: «��,R,. L.f, ,, —,; Address: '; : _ �W- Contact Person: .-- Phone Number:.3 e -mail: ill (A, led Plan Holders Pre - Engineered Design Build Metal Building PW 03-00-01-11 February 4, 2011 Bid Opening a )(17. Company Name: ¢�ee.‘k Address: ? Te<:) -) OcA4 1 w -� 57e 100 A)6 re- MSS , G 4 3a19. Contact Person: Prato e r r t#e. M L d e t Phone Number: '/70- SY l -0oya11 Fax No. -)3 e -mail: rsmea fr-15 - 0-Fruc.fiondalLa- 11.x4 1,r ✓ 18. Company Name: R,c4,a ed. K 1ay,s ConSt.cfle Address: ta,05 nit .tz,,,c�j� e r Fc rl P'p rc -e, i s 3q 9 `f 7 Contact Person: Norte f2 be,/ Phone Number: 17,2- - 8 335 Fax No. 77,1 - %5 %65 e -mail: nruhe.i6 rescia r,s Corr, 19. Company Name: /-oeq - o e wide rs Address: 3493 sE Ct - *9? -tuart 3V9/ Contact Person: ;Kobe ri Loz c „o Phone Number: 772- 5,29- lµcf„ Fax No. e mail: Ioz«robcc ✓e -cam 20. Company Name: C t,1517u (4)0/-1 b u Address: 7033 1 C1r Ave- �ac�sonv,Il�{ 3 Contact Person: 3q ,A l 5 he-s Phone Number: 704 - 3�t8 - c 334, Fax No. 9o4- 3a4-19/oy e -mail: 3(.1., d- con-, 21. Company Name:Closc Address: ,301 /1/W 4/41- Av'e 54P97,2--' Contact Person: To - }-1 no ve_r Phone Number: *7- og, 3/ Fax No. 7/03- (0 337 e- mail: oci 0-105e., Gor,st r uc�1 bn 1'r1L . corn 22. Company Name: i2Noyapl Cov>a e f Com- Pv-L4 7'nr Address: Contact Person: A, na N1 Phone Number: r/o /- 48' - -5-5 Fax No. e-mail: am, ehaus Royal/11a nag en) ,co, 23. Company Name: Se. mcL' Address: — 5c:,eer, h,t rzi 61 ✓d Eiz rip 7.4 30 Contact Person: ,Ti?, n S &V Sturcj15 Phone Number: 9b3 5:33. 10 3 Fax No. 8'03 -553- 3371 e -mail: 4'SAk - poi 5 Q 5e rrCc'/• ac- 24. Company Name: My, y, c{ Cs'n I. Address: 5.g(! YO U View, is t gook Ft- Yh frrs, F'[ 3.5`7P-,. Contact Person: fi'r, YY1ctirrc` Phone Number: 3.31- Si - Soo° Fax No. 23`3 - q2$ — e -mail: roil. ma.rra- 10r, C: `Y1conIc'c�' Ij Plan Holders Pre - Engineered Design Build Metal Building PW 03- 00 -01 -11 February 4, 2011 Bid Opening )( 25. Company Name: ST a H �; c „ s t-r-u r i Sew v: c.e s Address: 4 67 za:A) i ST okeee.4.6 eie FL .351'72- Contact Person: / / P r Z- /3— TT'o yN Phone Number: $6 3ci -e-13 Fax No. 3'/ -9 -7— Q ? e -mail: "frt- /MY /�/ V 26. Company Name: //,41', - /4/, G- Address: ,?.Sa.S /0g /3/ e_ 0,ePecd ,l ew fc Contact Person: Mark ,itira kyle. ( Phone Number: $6,3- 7(03 --to xjt# Fax No. S-6/ 5- 3,3 -9 /5y e -mail: /nhao,Adel drat,, net IJ�s i x 27. Company Name: _-,, ,o,10V Ci >S-bv, c Address: -tC --O , 00 x ( 33 Fs( Contact Person: C___\/\ „ rsoit Phone Number: iko.5 -6, . - ?o, ' Fax No. W ,7 - 7G3. 3 ? 4 ' e -mail: p)4 ►lat4w i/ 28. Company Name: ( Cord—rue-11 Ort CUL- Address: /`15 540 Jhii gnu.e _r�obP K 34e 7`/ Contact Person: rejl /- }r,,„r ,-) Phone Number: 9,4 - 34 -7g Fax No. e -mail: 4 yre.Jjc ,,,passcor,5fr t 4-,o�(1c .cu» ;/29. Company Name: NCI Ccv+. Y.te ficin e Address: i3uS,,x) `Agee -r Sie MIaat, g. 33/3o Contact Person: Fra de-> Ma_y e f, rye_ Phone Number: -505 4.5e/-4-04,C., Fax No. aeS- g.54- 7o�G e- mail:- Vo,Q r r �ya/ can-, 1/30. Company Name: C.tiry,L ConcfC(StLCsi Address: ,2.72 AE 14r '5r 4a-wii Rc-- 33rr�t Contact Person: {2 ^.berb ()Pe • u �Ict Phone Number: 305.- qlq.. ° Fax No. e -mail: robe k• av 3c- o;.,irac rs .e ,v11. Company Name: ,i rfec- r,'n �Cc,,,s1, ea. Address: /17 4t1 -. gc�'`� 57- `�/yl,yss�, `� 3 3/8'3 Contact Person: Ro &>r-lv C,e//-c,/i --rune n Phone Number: 3,75 -213 -yU 74, Fax No. 305- a - e -mail: f4Tu✓)69,01 /e -marts //32. Company Name: Y- ? .,c* ,v \ Address: 0.4).. N A,/� O x.A, 0Pkoi ,f-L 3Vq Contact Person: '- i t h, 11 i,i5 o -N Phone Number:` -3 (i 1- 4305 Fax No. e -mail: /l) Plan Holders Pre - Engineered Design Build Metal Building PW 03-00-01-11 February 4, 2011 Bid Opening 33. Company Name: Day J L - r Address: fi2?? 54 872 - Te Vac e- (1426 a4ce , 3f'97 / Contact Person: A v, 411- I,)/n-,- s Phone Number: 74, 3 -, 03 Fax No. �r At e -mail: IJ) fOla#dctf er um 34. Company Name: j\'P&u 14.e r5 Address: r 30(0 5 ii Ave- O rc%obet , %7€1 Contact Person :1 Person :—P,4 K -1cI4 e� Phone Number: '7(a3 - to 13 Fax No . e -mail: la nn bU rd(i..14.1ioo. cc, 914 ri 35. Company Name: 14 S C3 - ' I de r s Address: Po 6.T l( 0 cl„0.Q I 3`(e17 Contact Person: i3 i l i (- ,.a_ w At Phone Number: fa 3q - 452-4. Fax No. e -mail: .jo .roc.- eiearaA L ? ej}4 e__ ,N 36. Company Name: Address: Contact Person: Phone Number: Fax No. e -mail: 37. Company Name: Address: Contact Person: Phone Number: Fax No. e -mail: 38. Company Name: Address: Contact Person: Phone Number: Fax No. e -mail: 39. Company Name: Address: Contact Person: Phone Number: Fax No. e -mail: 40. Company Name: Address: Contact Person: Phone Number: Fax No. e -mail: March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863 - 763 -3372 Fax: 863 -763 -1686 VIA EMAIL: howwdc @bellsouth.net re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, (.2:3e9 Cee n.c.x Betty J. Clement General Services Coordinator March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863 - 763 -3372 Fax: 863- 763 -1686 VIA EMAIL: marry @marmerconstruction.com re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, Betty J. Clement General Services Coordinator March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863 - 763 -3372 Fax: 863 - 763 -1686 VIA EMAIL: jsturgis @semco.com re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, Betty J. Clement General Services Coordinator March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863- 763 -3372 Fax: 863- 763 -1686 VIA EMAIL: jerry@awmconstruction.com re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, Betty J. Clement General Services Coordinator March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863- 763 -3372 Fax: 863 - 763 -1686 VIA EMAIL: kochis @strato.net re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, Betty J. Clement General Services Coordinator March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863 -763 -3372 Fax: 863 - 763 -1686 VIA EMAIL: joanna (a.closeconstructioninc.com re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, CAt*C".•-rns.x, Betty J. Clement General Services Coordinator March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863- 763 -3372 Fax: 863 - 763 -1686 VIA EMAIL: nrubei(a.rkdavis.com re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, Betty J. Clement General Services Coordinator March 2, 2011 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863 - 763 -3372 Fax: 863 - 763 -1686 VIA FAX: 863 - 763.3748 re: Pre - Engineered Design Build metal Building Bid No. PW 03- 00 -01 -11 Dear Sir, On behalf of the City of Okeechobee, I would like to thank you for submitting a proposal for the Pre - Engineered Design Build metal Building Bid. The contract has been awarded to KST Construction. This award was approved by the City Council on February 15, 2011. Your company's name has been placed on the vendors list and you will be automatically notified of any upcoming bidding opportunities on projects within your scope of work. Although your company was not awarded these contracts, the City of Okeechobee appreciates your participation in this process. I am Sincerely, C:g;sa*Cer-rn.s.ocx- Betty J. Clement General Services Coordinator CITY OF OKEECHOBEE Bid Tab /Bid Opening PW 03 -00 -01 -11 Pre - Engineered Design Build Metal Building February 4, 2011 1:00 P.M. Company Address Unit Price Alt. Bid #1 Alt. Bid #2 Bid Bond Addendum Vendor Form Walker Design & Const. 6500 E. Rogers Cir. $209,000.00 $66,000.00 $10,076.00 X X NO Boca Raton, FL Marmer Const. Inc. 3200 US 27 South $129,800.00 $21,300.00 $8,800.00 X X X Ste 305 Sebring, FL Semco Const. Inc. 205 Century Blvd. $171,000.00 $80,860.00 $10,123.00 X X X Bartow, FL AWM Const., Inc. 2296 N. US 1 $159,829.00 $42,350.00 $7,348.00 X NO X Fort Pierce, FL KST Const., Inc. PO Box 1153 $127,620.00 $41,000.00 $5,000.00 X X X Okeechobee, FL Camalot Custom Const. PO Box 1877 $171,000.00 No Bid No Bid X X X Inc. Okeechobee, FL E.O. Koch PO Box 1965 $131,660.00 $10,200.00 $3,800.00 X X X Sebring, FL Close Const., Inc. 301 NW 4th Ave $139,516.00 $40,000.00 $4,580.00 X X X Okeechobee, FL Richard K. Davis Const. 4205 Metzger Rd. $150,045.00 $45,094.00 $4,401.00 X X X Corp. Fort Pierce, FL City Of Okeechobee Pre-Engineered Design Build Metal Building PW 03-00-01-11 Bid Opening/Bid Tab February 4, 2011 1:00 P.M. Company t 1,1 1.1cf 2. 3. ,-5.1,,-44 _ 4 . v v 4. A 7• )4/a (// 4/ 8. - - 10. 11. 12. 13. 14. 15. Unit Price Page 1 of 1 bclement From: "Frances Marie Pierre Ricourt" <fmariepierre @hotmail.com> To: <bclement @cityofokeechobee.com> Sent: Thursday, February 03, 2011 9:54 AM Subject: RE: Addendum No. 1 PW 03- 00 -01 -11 Betty we will not bid this project. Thank you. Regards, Frances Marie Pierre NC! Construction Co 130 SW 8 ST, Ste 200 Miami Fl 33130 Phone 305 -854 -4066 Fax 305 -854 -7066 From: bclement @cityofokeechobee.com To: mbrandel @strato.net; darrell @compassconstructionllc.com; fmariepierre @hotmail.com; roberto@group3contractors.com Subject: Addendum No. 1 PW 03- 00 -01 -11 Date: Mon, 31 Jan 2011 15:51:36 -0500 Betty J. Clement General Services Coordinator City of Okeechobee (863) 763 -3372 ext: 218 fax: (863) 763 -1686 E -Mail: bclement(c�citvofokeechobee.com website: http: /www.cityofokeechobee.com NOTICE: Due to Florida's broad public record Taws, this email may be subject to public disclosure. 2/3/2011 Bid Notification General Contractors PW 03- 00 -01 -11 Pre - Engineer Design Build Metal Building Contractor Name Fax/e -mail: Date fax'd/ e -mailed Advanced Production advpromasonry.corn t1 CZ/J-1-4C Bevis Construction bevishomes(a,embargmail.com i fol.V Ii _ -954-7189 -i e„,Lv__, OtSCo nt-c1 __� - - -- - - 786-276-5285 te,,v,a / e..- D seofl Y\C -e_c K Builders Kbuilders2(ayahoo.com i f all, t Lakeview Builders 10-110/ lake - view -bui Iders.com Lozano Builders lozanorob@hotmail.com hotmail.com I („zi PBS National Inc. dbowman2(absnational.com /(�l t all t '/2//I 12-t n Penrod Construction penrodconstruction @yahoo.com Marmer Construction martyw @heartlandre.net Mark W. Brandel, Inc. mbrandel@strato.net / ,/a Miller Construction Carolyn @millerconstruntionmanagement .com / i it Neal Long Construction momcass a,effibacqn4a4.eom , ' . , , • , . - -e, I , t r l Sweat Trucking sweat(aiembarg mail. com It?/ t/ West Construction mamorgan _a7,westconstructioninc.net.,_ _ t /2-1/(l Vii- 583 g1,-,0rales0. toes- -co sf c-1 Dn I nC..✓lef' INVITATION TO BID PRE - ENGINEERED DESIGN BUILD METAL BUILDING BID NO. PW- 03- 00 -01 -11 Sealed Bids will be received by the General Services Department of the City of Okeechobee, City Hall, Room 101, 55 SE 3rd Ave, Okeechobee, FL, 34974, until 1:00 p.m. on Friday, February 4, 2011, after which time the bids duly submitted will be opened and read aloud. Bids may not be revoked after bid opening. Specifications may be obtained from the General Services Department, or emailed by request to bclement @cityofokeechobee.com, during normal office hours, Monday- Friday, 8 a.m. to 4:30 p.m. except holidays. Any questions concerning the bid specification should be directed to Oscar Bermudez, P.E., City Engineer, 863 - 763 -3372 ext. 225, email: obermudez acityofokeechobee.com. Envelopes must be clearly marked: "PRE- ENGINEERED DESIGN BUILD METAL BUILDING BID NO. PW- 03- 00- 01 -11" and may be hand delivered or mailed to the address listed above. One original is required, as well as applicable bonds and vendor form. Facsimile or emailed bids will not be accepted. The City of Okeechobee reserves the right to reject any or all bids(s), with or without cause, to waive technical errors deemed most advantageous to the City. All bid(s) shall remain open for a period not to exceed ninety (90) days from the date of the bid opening. The City is an equal opportunity employer. By: Oscar Bermudez, P.E., City Engineer Iemcirtec engineering & construction corporation engineering & construction corporation roject Information Project # Title Address 11503 City of Okeechobee / Pre-Eng DB Metal Bldg City, State, Zip Okeechobee, FL Country USA rom Contact Company Address Jorge Zubimendi Lemartec Eng. & Const. Corp. 11740 SW 80th Street, Third FLoor City, State, Zip Miami, FL 33183 Country USA Phone (305) 273-8676 Fax (305) 279-7223 Request For Information (RFI) equest For Information RFI # Date Due Date Priority Subject Reason E -001 Drawing 02/01/2011 Spec. Section Location Other A.S.A.P. Bid Documents Information not shown on the Contract Documents 0 Contact Company Address City, State, Zip Country Phone Fax Oscar Bermudez City of Okeechobee 55 SE Third Ave. Okeechobee, FL 34974 USA (863) 763 -3372 (863) 763-1686 nformation Request 1. Confirm that a Bid Bond is required to be submitted with bid. y ,e.', I b L-7D 2. Confirm that Performance and Payment Bond is required for this project. /t. ; -.7yf r (.)i uggestion response — / Os Tuesday, February 01, 2011 Page 1 of 1 414 INDEPENDENT - Nom NEWSPAPERS OKEECHOBEE NEWS STATE OF FLORIDA COUNTY OF OKEECHOBEE 107 S.W. 17th Street, Suite D, Okeechobee, PL 34974 Before the undersigned authority personally appeared Tom Byrd, who on oath says he is Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Fl . rida, that the attached copy of advertisement being a _ t c t (, in the matter of C 6 1 Gl (� in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of // Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant fur- ther says that she has neither paid nor promised any person, firm or corporation any discount, rebate, com- mission or refund for the purpose of securing this advertisement for publication in the said newspaper. Toni Byrd Sworn to and subscribed before me this -day of c- /� - !__� ' P AD Notary Public, State of Florida at Large .,o'IARY PUBLIC-STATE OF FLORID,. Angie Bridges Commission #DD779718 / Expires: APR. 20, 2012 "ONDE0 THKU ATLANTIC BONDING CO., INC. (863) 763 -3134 INVITATION TO BID PRE- ENGINEERED DESIGN BUILD METAL BUILDING BID NO 9W-03- 00-01 -11 Sealed Bids wN be received by the General SeMces Department of the City of Okeechobee, CNV Nall, Room 101, 55 SE 3rd Ave, Okeecho- bee, FL, 34974, urea 1:00 . on Fnda, February 4, 2011, after yvWh time thee bidss duys to w 11 be openeyd and read loudnds may not be revoked after bid opening. _ Specifications may be obtained from the General Servres Department, or emailed by request to belemer!t,OSRvnfokectICAK ,,Wm dung normal of- fice hours, Monday - Friday, 8 a.m. to 4.30 p.m except holidays. Any ques- bons concerning the Wit spec4icatcn should be directed to Oscar Bermudez, P.E., City Engineer, 863- 763 -3372 ext 225, email: obenudezoatvofokeechobee,com Envelopes must be dearly marked: " - JIVT 1L BUILDING BID NO. MI-04-00-01-11. and may be hand deliv- ered or mailed to the address listed above. One original A required as well as accepted. applicable bonds and vendor form. Facsimile or emaded bids will not be a The Gty of Okeechobee reserves the right to reject any or all bds(s), with or without cause, to waive technical errors deemed most advantageous to the City. All bid(s) shall remain open for a penod not to exceed ninety (90) days from the date of the bid opening The Oty Is an equal opportunity em- ployer. By Oscar Bermudez, P.E., City Engineer 376638 ON ' Specifications requested by Public Works Director for Metal Utility Building 1. '80 foot wid X 100 foot long 2. Cream siding, white metal roof C0°'..c - 4om 3. 6 skylights 4. 120 MPH wind load 5. 2 -12 foot wide 16 foot high overhead doors, roll -up- c - C 6. a - metal- 2 7. Red iron steel 8. antry door •t4 9. Instrlitte€1 //- 10. Clear span building 11. Xgutters 12. Eave he____ ight 18 foot ---, 13 C "'� Crete floo rte^ a > . 1_ ) Site work to be done by City Alt. bid concrete floor and insulation MEMORANDUM TO: Brian Whitehall, City Administrator. FROM: Oscar Bermudez, City Engineer SUBJECT: Pre- Engineering Design Build Metal Building Bid PW 03- 00 -01 -11 DATE: February 10, 2011 Mr. Whitehall: After reviewing the nine proposals for the above project, we have chosen KST Construction In. KST Construction Inc. was not only the lowest bidder, but after analyzing the credentials and ratings of NUCOR Building System, the Engineering Department is confident that the new proposed building will meet our expectation. Consequently the Engineering Department recommends to the City Council to award the contract to KST Construction Inc cc: Donnie Robertson, Director Public Works Betty Clements General Services PRE - ENGINEERED METAL BUILDING Product Specifications Date 5/29/2009 1 1 �7 SPECIFICATIONS L-ti-/ SECTION Scope < 1.0 Building Geometry 2.0 Drawings and Certifications 3.0 Design 4.0 Foundation Design 5.0 Component Description and Usage 6.0 Materials 7.0 Shop Fabrication 8.0 Framed Openings 9.0 Roof Modifications 13.0 Swing Doors 15.0 Ventilators 16.0 Wall and Roof Lights 17.0 Sealant 19.0 Closure Strips and Plugs 20.0 / t l/ ` UC.UtI PRE - ENGINEERED METAL BUILDING Product Specifications Date 5/2912009 SPECIFICATIONS 1.0 SCOPE The building system shall be manufactured by an MBMA certified manufacturer and shall include all columns, rafters, endwall columns, puffins, guts, struts, clips, bracing, exterior metal covering, flashing, fasteners, and miscellaneous items necessary for a complete and weather tight structure. 2.0 BUILDING GEOMETRY 2.1 Building Width: 70 -0 The building width shall be the horizontal distance between the outside faces of the eave struts 2.2 Building Height: 20 -0 EAVE 17 -0 CLEARANCE @ HAUNCH The building height shall be vertical distance from the base of the sidewall columns to the outside top corners of the eave struts 2.3 Building Length: 100 -0 The building length shall be the horizontal distance between the outside flanges of the endwall guts. 2.4 Bay Spacing : 5 @ 20 -0 (1-6 Endwail Setbacks Included) The interior bay spacing shall be the horizontal distance between the centerlines of adjacent interior frames. The end bay length shall be the horizontal distance from the centerline of the first interior frame to the outside flanges of the endwall gins. 3.0 DRAWINGS AND CERTIFICATIONS 3.1 Drawings: Signed and Sealed by Florida Licensed P.E. 3.1.1 Anchor Bolt Setting Plans The building manufacturer, upon request, shall furnish Anchor Bolt Setting Plans showing the diameters, locations and material specifications for the building anchor bolts and reaction schematics showing the rigid frame reactions. 3.1.2 Erection Drawings The building manufacturer shall furnish Erection Drawings which shall include the elevations and details necessary to erect the building. Product Specifications 3.2 Certifications: 3.21 Letter of Certification Date 5/29/2009 The building manufacturer shall submit a letter sealed by a professional engineer stating that the loads were applied and the building was designed in accordance with the specified building code and /or purchase order documents 3.2.2 Design Calculations Subsequent to the awarding of the contract, the building manufacturer shall, upon request. submit design calculations sealed by a professional engineer 4.0 DESIGN : Florida Building Code 2007 4.1 Design Authorities: 4.1.1 Structural Steel All structural steel sections and welded plate members shall he designed in accordance with the allowable stresses and design requirement sections of the 9th edition of the American Institute of Steel Construction's Manual of Steel Construction (Allowable Stress Design). 4.1.2 Cold- Formed All cn]d- tormed members, including exterior covering, shall be designed in accordance with the allowable stresses and design requirement sections of the 2001 edition of the American Iron and Steel Institute's Cold- Formed Steel Design Manual with 2004 Addendums. 4.2 Design Loads: 130 mph wind load, 12/20 psf live load, 5psf collateral load 120 • o ba s es.. bee. M. v. w. 4.2.1 Snow, Wind, Live and Collateral Loads Loads and the application of loads shall be as specified by the Architect or Engineer of Record. In no case shall the loads or the application of loads be less than those recommended by the 2002 MBMA Metal Building Systems Manual. 4.2.2 Dead Load The dead load shall be the weight of the structure. 4.2.3 Load Combinations The design load combinations for all buildings shall be as specified by the Architect or Engineer of Record. In no case shall the load combinations be less severe than specified in the 2002 MBMA Metal Building Systems Manual. Product Specifications Date 5 /29/2009 4.3 Anchor Bolts: Anchor bolts shall be sized to resist loads induced by the structure and shall not be less than the diameters. material specifications and quantities shown by the metal building manutacturer. All anchor bolts shall be unpainted to bond to the concrete and shall be set in strict accordance with the metal building manufacturer's drawings. Anchor bolt length provided by Foundation Engineer. 5.0 FOUNDATION DESIGN 5.1 General: The metal building manufacturer shall not furnish, design. nor accept responsibility for the concrete foundation. anchor bolts or embedded concrete reintorcing. The final reactions, anchor bolt diameters, quantities and material specifications shall be shown on the anchor bolt setting plans. Suggested anchor bolt details and anchorage details included in the metal building manufacturer's literature or on the anchor bolt setting plans shall be verified and approved by the Architect or Engineer of Record for the project. 5.2 Materials: The anchor bolts and reinforcing shall not be furnished by the metal building manufacturer 6.0 COMPONENT DESCRIPTION AND USAGE 6.1 Primary Framing: 6.1.1 Columns Primary frame columns shall be tapered sections composed of shop welded steel bar and plate. Wall columns may have either exterior bypass mounted girts. The depth and flange width of columns shall be as dictated by the specified design criteria. 6.1.2 Rafters Primary frame rafters shall be tapered sections composed of shop welded steel bar and plate. Rafters shall have exterior mounted purlins. The depth and flange width of rafters shall be as dictated by the specified design criteria. 6.2 Secondary Structural Members: Product Specifications Date 5 /29/2009 6.11 Cold- Formed Purlins and Girts Purlins and girts shall be either 8 ", 9'/" "Z" sections, precision cold - formed from material with design thickness of 16 ga to 12 ga Exterior mounted simple span purlins and gists shall have 4 1/2" nominal end laps for alignment proposes Continuous span purlins and girts shall have minimum end laps of 2' -0 to develop continuity. Purlins and girls shall be attached to the primary framing with '4." diameter bolts and nuts. Continuous purlins shall have four' /" diameter bolts and nuts through the webs to interlock the sections for continuity-. 6.2.3 Eave Struts Eave struts shall be either 8 ", 9 ' /i' sections, precision cold - formed from material with design thickness of 0.075" to 0 102 ". The upper and lower flanges shall slope at the building roof slope and the webs shall be vertical to receive the sidewall covering. Eave struts shall be connected to the primary framing with standard %z" diameter bolts. 6.2.4 Wind and Seismic Bracing Wind and seismic bracing shall be as shown on the building manufacturer's erection drawings and shall be accomplished by diagonal cable bracing, rod bracing, or other means necessary to resist roof and wall wind and seismic loads. All diagonal cable and rod bracing shall include necessary hardware for installation and adjustment of lengths. 6.2.5 Flange Bracing Flange bracing shall be steel angles attached to the purlins and /or girts and to the inner flanges of the primary framing. The quantity and location of all brace angles shall be as dictated by the building design and shall be located as shown on the metal building manufacturer's erection drawings 6.2.6 Gable Angles Gable angles provide a surface for attaching endwall panels to the rake of a building. Gable angles shall be 4" x 4" angles precision cold - farmed from material with a minimum design thickness of 0.05R" Gable angles shall be attached to the purlins along the building rake. 6.2.7 Connection Clips Connection clips shall be provided by the building manufacturer, as necessary, to facilitate the assembly of the building components. Connection clips shall be located as shown by the building manufacturer's erection drawings. 6.2.8 Base Options 6.2.8.1 Base Angles Base angles shall be 3" x 2" angles precision cold - formed from galvanized steel with a minimum design thickness of 0.046 ". Base angles shall be attached to the concrete Product Specifications Date 5/29/2009 foundation with 1/4" x 1 14" minimum Metal Hit Anchors or equivalent at 2' -0 maximum spacing 'fhe metal building manufacturer shall not furnish the base angle anchors. 6.2.8.2 Base Angle Trim Base angle trim shall be attached to base angles. Base angle trim shall be 26 ga minimum thickness galvanized steel with factory applied paint. Base angle trim shall be attached to the base angle std fasteners 3' -0 maximum spacing. Base angle trim shall be included to eliminate the necessity for a concrete notch. The metal building manufacturer shall not furnish the base angle anchors 6.3 End Frames: 6.3.1 Non - Expandable End Frames 6.3.1.1 Built -up End Frames Non - expandable (built -up) end frames shall consist of cold - formed channel rafters or welded plate rafters and welded plate or Hotrolled columns. Column- to-rafter connections shall transmit shear and axial loads only. 6.4 Covering: Roof 6.4.1 Material 6.4.1.1 Unpainted GALVALUME® 20 YEAR WARRANTY Unpainted GALVA1.IJME® shall conform to ASTM A792 ycitfi a coating class of AZ 50 or heavier, chemically treated and lightly oiled. All 26 auge unpainted GALVALUME® used for roof and wall applications shall be grade 80, except when used for trim it shall be grade 50B. All 24 gauge unpainted GALVALUME® used for roof and wall applications shall be grade 80, except for 24 gauge and thicker used for Shur -Lok and Roof -Lok shall be grade 50B Product Specifications Date 5/29/2009 COVERING: WALLS 6.4.1.2 KYNAR 500 Painted GALVALUME® 35 YEAR WARRANTY GALVALUME® used as a substrate for factory apphed baked on paint shall conform to ASTM A792 with a coating class of AL 50 or heavier, minimum spangle, as specified by the Boater. All 26 gauge painted GALVALUME,® used for roof and wall Ct o .." applications shall be grade 80. All 26 gauge painted GALVALUME® used for trim shall be grade 80B. auge painted GALVALUME® used for roof and wall applications shall be grade 80 The paint system shall be applied as follows Top coat shall consist of a primer .20 -.25 mil thick and a top coat 70 -.80 mil thick, for total film thickness of 1 mil. The reverse coat shall consist of a primer .20 -.25 mil thick and a wash coat backer 30 -.40 mil thick, for a total film thickness of .50 -.65 mil. GULF STATES MANUFACTURERS PANELS or pre - approved equal 6.4.2 Roof and Wall Covering Data : Panels Shall Have Florida NOA # PANEL DIMENSIONS GA MIN. FACTORY CONCEALED YIELD SID ELAP FASTENERS KSI SEALANT Roof: Shadow High Rib 36 x 1 5/16 26 80 NO NO Wall: Shadow High Rib 36 x 1 5/16 26 80 NO NO .4.3 Shadow High Rib Panel Ridge Panels Shadow high nb panel ndge panels shall be 3' -0 long one piece panels die - formed to match the configuration of the roof panels and formed to the roof slope (maximum slope = -4 on 12) Ridge panels shall be the same gauge as the roof panels. The ridge panel finish shall be GALVALUME steel or GALVALUME steel with factor' baked on paint to match the color and finish of the roof panels. Ridge panels shall be installed with end lap and side lap mastic to provide a continuous weather tight seal at the building ridge. Product Specifications pate 5/29/2009 6.5 Covering Fas teners: 6.5.1 Material 6.5.1.1 Exposed Roof Fasteners (Screws) Exposed roof fasteners shall have a zinc aluminum cast hex washer head fixed over the head of a carbon steel plated fastener. Each fastener shall have a neoprene washer fitted and protected under the hex washer head. 6.5.1.2 Non - exposed Roof Fasteners Fasteners for non - exposed roof applications shall be made of carbon steel with zinc electroplating finish with or without bonded neoprene washer. 6.5.1.3 Wall Fasteners Wall fasteners shall be made of carbon steel with zinc electroplating without bonded neoprene washer. 6.5.2 Fastener (Screw) Finish 6.5.2.1 Long -life Finish Long -hfe finish shall consist of composite fluorocarbon combined with organic polymers to form a plastic -alloy finish which is applied to the entire fastener and washer Product Specifications Date 5/29/201)9 assembly by means of a DIP /SPIN /CURE process, providing exceptional corrosion protection 6.5.2.2 Paint Painted fasteners shall be provided to match the wall and roof panel color Paint shall be a factory applied baked on finish. 6.5.2.3 Zinc Aluminum The zinc aluminum finish of the exposed roof fasteners shall be adequately- formulated to be corrosion resistant and to never red rust. 6.5.3 Covering Fastener Types TYPE DESIGNATION ULTIMATE STRENGTHS PULL SIZES PULLOUT OVER SHEAR Exposed 412-14 x 1 1/4" 770# 7944 Self - Drilling 412 -14 x 1 1/2" to to Roof Screw 1850# 1647# Exposed 2564 794# Self - Drilling 1/4"" -14 x 7/8" to to Roof -lap Screw 688# 16474 Non - Exposed 412 -14 x 1 1/4" 7704 Self - 1)rillmg to Clip Screw 1850# Self - Drilling #12 -14x 1 1/4" 7704 5014 Wall Screw #12 -14 x 1 1/2" to to 1850# 6494 Self - Drilling 256# 5014 Wall -lap Screw 1/4 "-14 x 7/8" to to 688# 649# 6.6 Building Trim: 6.6.1 General 2050# 2850# 2050# 2050# 2850# Formed GALVALTIME® steel Clashing with factory baked on paint shall be provided at corners, endwall rakes, eaves, and openings to insure a neat, weather tight structure. 6.6.2 Eave Trim Options The junction of the roof panels and sidewall panels shall be adequately flashed with formed GALVALUME ® steel with factory baked on paint. Eave flashing shall be one of the following: A. Eave gutters with downspouts. Product Specifications Date 5/29/20119 C. Sidewall flashing. Sidewall flashing shall be formed to the roof slope and capped over the top of the sidewall panels D. Combination of A and C. 6.6.3 Eave Gutters lave gutters shall be suspended box sections supported at 3' -0 on center (maximum) and formed to match the configuration of the endwall Clashing. Eave gutters shall have a minimum cross - sectional area of 24 square inches for water flow Pop rivets, hanger clips and sealant shall he used to secure the gutter and seal the gutter end laps 6.6.4 Eave Gutter Downspouts Downspouts shall be a minimum of 5" x 4" rectangular sections. Spacing of the downspouts will be dictated by the building width and the local rainfall intensity. Locations shall be shown on the manufacturer's erection drawings. Eave gutter outlets shall be provided to connect the downspouts to the eave gutters. Field connected downspout elbows shall be provided to divert water away from the building. 6.6.5 Corner Flashing The juncture of sidewall panels and endwall panels shall be adequately flashed to ensure weather tightness and neat appearance. The Clashing shall be designed to complement the wall panel used and shall match the wall panel color. 6.6.6 Accessory Flashing Ac ccssories which penetrate the wall or roof panels shall be adequately flashed and caulked as necessary to ensure weather tightness and neat appearance. 7.0 MATERIALS 7.1 Structural Plate, Sheet and Bar: All structural plate, sheet and bar shall have a minimum yield strength of 55,00() psi 7.2 Cold - Formed: All cold-formed structural material shall have a minimum yield strength of 55.000 psi. 7.3 Hot Rolled Sections: All hot rolled sections shall have a minimum yield strength of 36,000 psi 7.4 Pipe: All structural pipe sections shall have a minimum yield strength of 36,000 psi. 7.5 Rod: All rod used as structural bracing shall have a minimum yield strength of 36,000 psi. Product Specifications Date 5/29/2009 7.6 Cable: All cable used as structural bracing shall be extra high strength galvanized ( "A" Coat) wire strand (left -hand lay) 7.7 Covering: All 26 gauge cold - finned panel material shall have a minimum yield strength of 80,000 psi. All 24 gauge cold - firmed panel material shall have a minimum yield strength of 80,000 psi except for 24 gauge and thicker material used for Shur -Lok and Roof -Lok shall have a minimum yield strength of 50.000 psi 7.8 High Strength Bolts: All bolts used in primary structural connections shall be ASTM A325 Bolts. 7.9 High Strength Nuts: High strength nuts shall be ASTM 194 Grade 21-1. Acceptable substitutes are ASTM 563 Grade C, C3, D. DH, DH3. 7.10 Standard Bolts: All bolts used in secondary- structural connections shall be ASTM A307 Bolts. 7.11 Standard Nuts: Standard nuts shall be ASTM A563 Grade A or Grade 2 8.0 SHOP FABRICATION 8.1 Scope: All fabricated members shall be sheared, formed, punched, welded. and painted in the plant of the manufacturer. All holes and clips required to facilitate the attachment of secondary framing shall be provided by the metal building manufacturer 8.2 Welding: All shop welding shall be in accordance with the American Welding Society and the American National Standards Instihrte Structural Welding Code (ANSI /AWS D1.1). Dimensional tolerances of fabricated components shall comply with the Metal Building Manufacturers Association (MBMA) Metal Building Systems Manual. Section 9 — "Fabrication and Erection Tolerances ". All welding shall be done by welders certified in accordance with AWS Code. Flanges and webs of "I" sections shall be joined by a continuous automatic submerged arc welding (SAW) process or a semi - automatic gas metal arc welding (GMAW) process. Flange -to -web welds shall be applied on only one side of the web unless load transfer requirements dictate that welds be applied to both sides Product Specifications Date 5 /29/2009 8.3 Structural Primer: Color Red All fabricated members other than GALVALUME, galvanized, or prepainted panel and flashing material shall receive a factory applied coat of rust inhibiting primer. The primer shall be a universal anti - corrosive, lead and chromate free, fast drying, modified alkyd primer 8.4 Identification: All fabricated items shall have an identifying mark which con-esponds to the mark shown on the erection drawings. The mark shall be stamped, stenciled, or printed on or attached to the items or to their containers. 9.0 FRAMED OPENINGS Framed openings shall consist of cold- tbrmed headers and jambs of a sufficient depth designed and located to allow flush framing of the wall girts. Flashing shall be provided to ensure weather tightness and neat appearance. Product Specifications Date 3!2912009 13.0 ROOF MODIFICATION Product Specifications Date 5/29/2009 13.2 UL 90 Wind Uplift Classified Roof: Upon written request, the metal building manufacturer shall provide UL labeled components and details to construct a roof which meets the requirements for an Underwriters Laboratories Classified Roof 15.0 SWING DOORS 1NLUDES FLORIDA NOA # 15.1 Door Frames: Swing door frames shall be fabricated from 16 gauge galvanized or Galvalume steel with strike and hinge reinforcements. Door frames shall be bonderized and cleaned to provide paint adhesion. Door —44. 09O= frames shall be given one coat of primer and one finish coat of white enamel (1 7 to 2.1 mils dry –` film). 15.2 Door Leaves: Swing door leaves shall be fabricated from hot -dip galvanized G -60, or GALVALUME 20 gauge mill bonderized, embossed steel with a stretcher level degree of flatness. After cleaning, all exterior surfaces shall be given a primer coat followed by a finish coat of white enamel (0.9 to 1.1 mils do Win) Internal construction of swing door leaves shall be expanded polystyrene core with closed -cell rigid thermoplastic material with a U factor of 0.16 15.3 Lockset Options: Swing doors shall be provided with one of the following locksets: Product Specifications Date 5/29/2009 Heavy duty mortise locksets with 2 3/4" backset with lever handles and satin chrome finish. Field reversible locksets shall be furnished for right or left hand operation 15.4 Thresholds: Aluminum thresholds shall be sealed beneath and anchored to the concrete floor with countersunk fasteners Thresholds, used in conjunction with door bottoms, shall provide a weather tight seal at the bottom of the door. 15.5 Door Bottoms: Swing door bottoms shall be face mounted assemblies consisting of drip strips with vinyl insert sweeps to seal the bottoms of the doors to the thresholds. 15.6 Trim: Trim flashing shall be provided for the heads and jambs of door frames when door frames are Located at sheeted walls. 15.7 Swing Door Closer: Door closers shall be of rack and pinion construction. The rack and pinion shall be made of heat treated steel and mounted in a cast hydraulic iron case. Closing of the doors shall be controlled by dual needle valves which shall be concealed against unauthorized adjustment. Closers shall be surface applied with projections not over 2' /a" and shall he capable of being applied on 1 Y.." top rails or top jambs for inverted mounting. 16.0 VENTILATORS Product Specifications Date 5/29/2009 16.2 Continuous Ridge Ventilators: Continuous ridge ventilators with galvanized bird screens and dampers shall be furnished in unpainted GALVALUME® or GALVALUML%® painted white. Ventilators shall have smooth transitional entrances to the throats to assure maximum discharge and air transmission etlicienc) . Ventilators shall be fabricated and may be used in 10' -0 lengths; however, splice joints shall be furnished to allow continuous installation of ventilators. Each 10' -0 section of continuous ridge ventilator shall be equipped with a galvanized damper and damper operator. Continuous ridge ventilators shall be equipped with 12' -0 of plated sash chain. Kits containing 50' -0 of additional chain shall be available. Continuous ridge ventilators shall be factory mounted in flat sheet bases formed to match the roof slopes. Continuous ridge ventilators shall be furnished complete with closure strips, sealant and fasteners necessary to ensure weather tightness and neat appearance. Product Specifications Date 5/29/2009 17.0 ROOF SKY - LIGHTS 17.1 General: 7 17.1.1 Shadow Panel Roof lights shall be either fiberglass reinforced modified acrylic or fiberglass rerntbrced polyester translucent material. Roof lights shall be turmshed in the configuration of the roof panels as applicable. Each roof light shall be sized to replace one panel width and shall lap the building panel at the ends. Roof lights shall be furnished with the sealant and fasteners necessary for the installation. o F • 1,.1 r'_r ,sr , ! 17.3 Roof Lights HI -RIB Shadow Panel: Roof lights shall be mat fiber reinforced, 8 ounce per square foot modified acrylic translucent material with a smooth finish. Shadow panel roof Lights shall be furnished white, in 1 1' -0 lengths only Root lights shall have light Product Specifications Date 5/29/2009 transmission factors of 0.46 and heat transmission factors of 0.64. Roof lights shall comply with the Underwriters Laboratories UL 90 Wind Uplift Classification when labeled and erected in accordance with UL 90 Roof Construction requirements. 19.0 SEALANT 19.1 Tube Sealant: Tube sealant shall be a one- component, moisture curing polyurethane nrilti- purpose sealant. The sealant shall exhibit extreme stability in the presence of ultra - violet radiation, atmospheric contamination and infrared radiation. 19.2 Tape Sealant (Bead Mastic): Product specifications Date 5/29/2009 Tape sealant shall be a cross- linked isobutylene / isoprene copolymer tape that will not lose shape due to storage or transportation. Tape sealant shall be available in the following size rolls: 1/4- x 3/16" x 40' rectangular, 7/8" x 3/16" x 40' rectangular and 11/2" x 3/32" x 45 rectangular. 20M CLOSURE STRIPS AND PLUGS 20.1 Closure Strips: Closure strips shall be made of semi -rigid cross - linked polyethylene foam sheets fused together in plywood -like lamination Foam closure strips shall he formed to fit the contour of the ribbed panels 20.3 Outside Metal Closures: Outside metal closures shall be made of panel matenal stamped into a configuration to match the panel profile on one edge with the opposite edge having a flat surface for the attachment of flashurg. • 1 I Email TRANSMITTAL CITY OF OKEECHOBEE Office of the City Clerk (863) 763 -3372 ext 215 to: Independent Newspapers, Inc. - Okeechobee News - Legal Ad Department Email: jlevy @newszap.com re: Legal Advertisement - Pre - Engineered Design Build Metal Building (PW 03- 00- 01 -11) date: January 18, 2011 from: Melisa Jahner, Deputy City Clerk AD 1 OF 1: Please publish the following advertisement as a Legal on Sunday, January 23, 2011, Proof of publication requested. INVITATION TO BID PRE - ENGINEERED DESIGN BUILD METAL BUILDING BID NO. PW- 03- 00 -01 -11 Sealed Bids will be received by the General Services Department of the City of Okeechobee, City Hall, Room 101, 55 SE 3rd Ave, Okeechobee, FL, 34974, until 1:00 p.m. on Friday, February 4, 2011, after which time the bids duly submitted will be opened and read aloud. Bids may not be revoked after bid opening. Specifications may be obtained from the General Services Department, or emailed by request to bclement acityofokeechobee.com, during normal office hours, Monday- Friday, 8 a.m. to 4:30 p.m. except holidays. Any questions concerning the bid specification should be directed to Oscar Bermudez, P.E., City Engineer, 863 -763- 3372 ext. 225, email: obermudezcityofokeechobee.com. Envelopes must be clearly marked: "PRE- ENGINEERED DESIGN BUILD METAL BUILDING BID NO. PW -03 -00- 01-11" and may be hand delivered or mailed to the address listed above. One original is required, as well as applicable bonds and vendor form. Facsimile or emailed bids will not be accepted. The City of Okeechobee reserves the right to reject any or all bids(s), with or without cause, to waive technical errors deemed most advantageous to the City. All bid(s) shall remain open for a period not to exceed ninety (90) days from the date of the bid opening. The City is an equal opportunity employer. By: Oscar Bermudez, P.E., City Engineer PARTIAL FINAL CLERKS OFFICE USE ONLY AUTHORIZED SIGNATURE Emailed to Okee News: Ad No: Sent to Finance: (Draw# on PO# ) Amount: Check No. Issued: Mailed Check: Notes: PARTIAL FINAL C r', }LULU - <,a - reux.E ( (13,11) City of Okeechobee Addendum No. 1 To: All Bidders From: Oscar Bermudez PE, Okeechobee City Engineer Date : January 31, 2011 Re: Pre Engineered Design Build Metal Building PW 03- 00.01 -11 The following change and explanation will be for the benefit of all bidders: Terms and Conditions, page 11 item #4 states; the period of performance for this bid is from date of award through 60 days after signed agreement. The 60 days is being changed to 90 days. Note: This addendum must be signed and dated and turned in with your bid packet. 55 S.E. Third Avenue - Okeechobee, Florida 34974 -2932 - (863) 763-3372 - Fax: (863) 763 -1686 IT X 16 Roll up Door. 12' X 16' Roll up Door 7 '-t 0 0 N O loo' -0" Plan i Side elevation II 0 b 0 fV in End Elevation 80' X 100' Metal Utility Building. O in of <V =O fV 12' X 16' Roll up Door. 12' X 16' Roll up Door. O Yr 0 100' - o" P1sn Side elevation • c0 End Elevation 80' X 100' Metal Utility Building. ATT-007i */// ( ordi 1\1,C -lo!e Arnold - SAe I^'I C C i e,P,J A jJ C LEZarn - C//Se.. Consfr c -/-1 » S i C,,„5 2u.6y/ dr. 0. 4i-loc,t..„. g,cN D k- 2I-vc5 CoAvsrRvc47 J 2011 -03 -31 12:03 KST Construction, Inc. KST CONST 8637633088 » 3283 NW 32nd Ave. Okeechobee, Fl 34972 863 - 467 - 8208 -Fax 467 -9208 863 763 1686 P2 Quote Date Quote * 3/3i/2011 52 Ship To Maintenance Building Description Qty Cost Total Concrete Aprons & Bollards *Price includes installing 2- I2'x14'x6" concrete pads in front of rollup doors and 2- bollards at (kl door 3,150.00 3,150.00 estimate is good for 30 days Total $3.150.00 To: L PURCHASE ORDER CITY OF OKEECHOBEE 55 S.E. THIRD AVENUE OKEECHOBEE, FLORIDA 34974 -2903 Te I : 863/763 -3372 Fax: 863/763 -1686 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. IMPORTANT: THIS NUMBER MUST BE SHOWN ON ALL INVOICES, PACKAGES, CASES, TICKETS AND CORRESPONDENCE. SHIP TO: P L INVOICE IN DUPLICATE: L L DATE V VENDOR NO D DELIVERY DATE S SHIP VIA BEST WAY F F.O.B. DESTINATION T TERMS ITEM A ACCT. NUMBER Q QUANTITY U UNIT D DESCRIPTION U UNIT A AMOUNT ) — d � � _ 1/,y i icr4- I ' 7 7 0 3 33,/gl CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUEST STATE SALES TAX EXEMPTION NO. 04- 00010 -03 -57 FEDERAL I.D. NO. 59- 60000 -393 AUTHORIZED SIGNATURE RECEIVING RECORD PARTIAL ❑ FINAL ❑ PURCHASE REQUISITION CITY OF OKEECHOBEE 55 S.E. Third Avenue Okeechobee, FL 34974 -2903 Tel: 863 - 763 -3372 Fax: 863 - 763 -1686 TO: KST Construction Inc. PO Box 1153 Okeechobee, FL 34973 THIS ORDER SUBJECT TO CONDIDTIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. Req. No. 15173 SHIP TO: City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974 INVOICE IN DUPLICATE: CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUIEST. STATE SALES TAX EXEMPTION NO. 85- 8012621656C -6 FEDERAL I.D. NO 59- 60000 -393 AUTHORIZ SIGNAT RE RECEIVING RECORD ❑ PARTIAL X FINAL VENDOR NO. DELIVERY DATE SHIP VIA E F.O.B. DEST. TERMS _DATE 03/03/11 N/A N/A N/A N/A 1 NET 30 . ITEM NO ACCT. NUMBEI'QTY UNIT DESCRIPTION AMOUNT 1 301 - 549 -6*I00 PW 03- 00 -01 -11 Pre - Engineered Design Build Metal Building for Public Works Department $127,620.00 $127,620.00 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUIEST. STATE SALES TAX EXEMPTION NO. 85- 8012621656C -6 FEDERAL I.D. NO 59- 60000 -393 AUTHORIZ SIGNAT RE RECEIVING RECORD ❑ PARTIAL X FINAL VENDOR REQUEST FORM CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863-763-3372 extension 218 Fax: 863-763-1686 e-mail: bclernenacityofokeechobee.com Status Information Ref. Sec. 2-290 Local Vendor Preference Local Business Other Sec. 2-282 Definitions: Local Business is a business located within th C" /County of Okeechobee VENDOR CONTACT INFORMATION: Vendor Name: j<57 — e..0,05-1--/e-uct-r.) rA/c. Street Address: PO Box: RO, /347.,(' il3,9 65/(61- Ciro I, Et- PI, _ City / State: Zip Code: 34437 2_ COMMODITY/SERVICE PROVIDED: (please iist) eirA-ki A..).5 4- rie_Ob bi$-%5 I) Ono i i S i-t;oi.." A-) e-mail address: KS- -r cr fr.1 11 /Lg. Qm4, I e &a ol ce, — SS2 7a7 0 Tax Id Number: Tele. Number: i94,'"A -6,34- 45P4,0 Fax Number: 86,3.-- L.1-4 -1 - This form MUST BE ACCOMPANIED WITH A W-9 . 30 -9 Request for Taxpayer identification Number and Certification ITNe, Po, ,8011' kt---E-C, lto 7.$ IGive Form tha requester, Do not send to the )RS. Taxpayer jderitItication Number _ _ _ „ UL Erapl:lacer Certf/Cat,j0r: - • arta- 12.a pam, General instructions i'"urLtuse rrt Form CITY OF OKEECHOBEE AGREEMENT Pre - Engineered Design Build Metal Building PW 03- 00 -01 -11 This AGREEMENT is dated as of the 3 day of[ 4`n the year 2011, between the City of Okeechobee (CITY) and K51- Cuty �t-zuc-iivw i ic, . (CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: 1. WORK 1.1 The Work is describes as follows: 2. ENGINEER 2.1 ENGINEER as named in the Contract Documents shall mean: The City of Okeechobee's City Engineer 55 SE 30 Avenue Okeechobee, FL 34974 3. CONTRACT TIME 3.1 The Work Shall be completed within the 90 Calendar Days specified on the Notice to Proceed for each project assigned. 3.2 City and Contractor recognize that Projects may have important environmental and economical significance and, as required for compliance with Federal and State Regulations, that time is of the essence of this Agreement, and that the City will suffer direct financial loss if Projects are not completed as described in paragraph 3.1 Accordingly, Contractor agrees to pay City liquidated damages. Original Contract Amount Daily Charge per Calendar Day $ 500,000 and under $ 500.00 Over $500,000 but less than $1,000,000 $ 750.00 Over $1,000,000 but less than $2,500,000 $ 1,000.00 Over $2,500,000 but less than $5,000,000 $ 1,250.00 3.3 In addition to the provision for payment to the City by contractor of liquidated damages due to the failure of the contractor to complete each project within the time stipulated in each project's notice to proceed, or within such additional time as may have been granted by the City Engineer, the City may also recover from contractor amounts paid by the City for damages suffered by third parties as a result of contractor's failure to complete each project within the time stipulated, or within such additional time as may have been granted by the City Engineer, unless the failure to timely complete the project was caused by the City's acts or omissions. 3.4 Liquidated damages are cumulative and additive and represent a reasonable estimate of City's expenses for extended delays and administrative costs associated with such delay. In addition to the liquidated damage amounts, there will be additional amounts charged to the contractor for all delay damages incurred by the City as a result of unavoidable delays by the contractor. These actual delay damages will include, but not be limited to, inspection, engineering services, delay damage settlements or awards, penalties, and professional fees incurred in connection with such settlements, awards or penalties and fines imposed by regulatory agencies, contract damages and loss of use. 4. Contract Price 4.1 City shall pay contractor for performance of the work in accordance with the unit prices listed in the contract documents contractor's bid form on a project by project basis. 4.2 City shall pay the contractor, or receive as credit, for changes or adjustments in the work made in accordance with the General Conditions, on the basis of the unit prices indicated on the bid form. 5. Measurement and payment 5.1 Payment for the work, as further specified herein, shall include compensation to be received by the contractor for furnishing tools, equipment, supplies, and manufactured articles, and for labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the work in accordance with the requirements of the contract documents, including appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. 5.2 The total Unit Bid Price for each project shall cover all work required by the Contract Documents. All costs in connection with the proper and successful completion of the work, including furnishings all materials, equipment, supplies, and appurtenances, providing all construction equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the Unit bid prices. All related and necessary work not specifically set forth as a pay item in the Bid shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included. 5.3 Payment for all work done in compliance with the Contract Documents, inclusive of furnishings all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made under the Unit Bid Price. 5.4 The city reserves the right to alter the Drawings, modify incidental work if necessary, and increase or decrease quantities of work to be performed in accordance with such changes, including deduction or cancellation of any one or more of the chapters or items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in the quantities of work to be performed, and proposed change will cause substantial inequity to the City or Contractor the applicable unit prices shall be equitably adjusted by change order. 5.5 Quantities necessary to complete the work as shown on the Drawings or as specified herein shall govern over those shown in the Proposal or Bid Documents. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specifications, and the City Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 5.6 The quantities for payment, other than Final Payment, under this Contract shall be determined for actual measurement of the completed items, in place, ready for service and accepted by the City, in accordance with the applicable method of measurement therefore contained herein. A representative of the Contractor shall witness all field measurements. 5.7 All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and supplied for the sole purpose of providing Bidder with a basis which will be used to determine the Base Bid and to obtain unit prices for approvals of progress payments for the Work done. Actual quantities which will be ordered by City may vary from those on the Bid Form(s). The Contractor's attention is directed to the items of work for which no unit price is set. All work shown on the drawings as outlined in the specifications is to be completed in all respects, and the cost of all miscellaneous and associated work to any specific items shall be included in the Unit Prices. 5.8 All quantities, for the submittal of payments, shall be measured and tabulated by both the City Engineer, or representative, and Contractor. Requests for payment and supporting data shall be prepared by the Contractor and given to the City Engineer sufficiently in advance of payment date to permit thorough checking of all quantities. 5.9 The Contractor shall furnish the City Engineer whatever assistance is required, laborers, clerks and records that will enable the City Engineer to expeditiously check all estimates and especially the final quantities of the project. 5.10Contractor shall submit Applications for Payment in accordance with the General Conditions. Applications for Payment will be processed by City Engineer as provided in the General Conditions. City shall make progress payments on the basis of Contractor's Applications for Payment as recommended by the City Engineer, in accordance with of the General Conditions. Prior to Final Completion of the Work of each individual chapter progress payments will be in an amount equal to ninety (90 %) percent of the Work completed. Upon Final Completion and Acceptance of the Work of each individual Chapter, in accordance with the General Conditions, City shall pay the remainder of the Contract Price, as provided. 6. Retainage in anticipation of liquidated damages 6.1 City may withhold additional retainage if Contractor is behind schedule and it is anticipated by City that each portion of the Work will not be completed within the Contract Time, as specified in the Notice to Proceed. 6.2 City may consider Contractor's progress schedules as amended, and compliance or non- compliance therewith and other factors, including Contractor's failure to provide a schedule andlor to update the same. 7. Contractor's representations In order to induce City to enter into this Agreement, Contractor makes the following representations: 7.1 Contractor has familiarized himself with the nature and extent of the Contract Documents. Work locality, weather, and with all local conditions and federal, state, and local laws ordinances, rules, policies, and regulations that in any manner affect cost, progress, or performance of the work. 7.2 Contractor has studied carefully all reports of investigations and tests of subsurface and latent physical conditions of the site or otherwise affecting cost, progress, or performance of the work which were relied upon by the City Engineer in the preparation of the Drawings and Specifications. 7.3 Contractor has made or caused to be made examinations, investigations, and tests, and studies of such reports and related data, in addition to those referred to in Paragraph 7.2 above as he deems necessary for the performance of the work at the contract price, within the contract time, and in accordance with the other terms and conditions of the contract documents, and no additional examinations, investigations, tests, reports or similar data are or will be required by the contractor for such purposes. 7.4 Contractor has correlated results of such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the contract documents. 7.5 Contractor has given City Engineer written notice of all conflicts, errors, or discrepancies that he has discovered in the contract documents, and the written resolution thereof by City Engineer is acceptable to the contract. 7.6 City and Contractor understand and agree that while the City may reserve the right to inspect and accept the work, set timetables, and modify the scope of work as necessary, the actual means, manner, and methods of performing and completing the work is at the discretion and control of the Contractor. Therefore, Contractor shall be considered an independent Contractor, who shall hold the City, its officials and employees harmless from any actionable negligence of Contractor that causes or contributes to any injury, or damages, to person or property occurring during or arising out of, performance of this contract. 8. Contract Documents The contract documents which compose the entire agreement between the City and the Contractor are made a part hereof and consist of the following: This Agreement Certificates of Insurance Payment Bond and Performance Bond Notice of Award Notices to Proceed General Conditions Technical Specifications, as applicable, listed in the Table of Contents thereof. Drawings, for each project, consisting of a cover sheet and consisting of the sheets as listed in the index thereof. Addenda numbers I to _L_, inclusive. Contractor's Bid Forms (including documentation accompanying the Bid and documentation prior to Notice of Award). Documentation submitted by contractor prior to Notice of Award. Any modification, including Change Orders and Field Orders, duly delivered after execution of Agreement Call for Bids, Instructions to Bidders, Proposal, Bid Forms, Payment and Performance, Bonds, and Application for Payment. There are no contract documents other than those listed above in this #8. The contract documents may only be altered, amended, or replaced by a modification (as defined in #1 of the general conditions.) 9. Miscellaneous 9.1 Terms used in this agreement which are defined in Article 1 of the general conditions shall have the meanings indicated in the general conditions. 9.2 No assignments by a party hereto of any rights under or interests in the contract documents will be binding on another party hereto without the written consent of the party sought to be bound, and any such assignment shall be void and of no effect; and specifically but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the contract documents. 9.3 City and contractor each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, his partners, successors, assigns, and legal representatives, in respect to all covenants, agreements, and obligations contained in the contract documents. In witness whereof, the parties hereto have signed two (2) copies of this agreement. At least one counterpart each has been delivered to the City and contractor. All portions of the contract documents have been signed or identified by City and contractor or by City Engineer on their behalf. This agreement will be effective on 3/3 , 201/ City Corporat By: Title: Attest:, Addresses for giving notices: City City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 Approved as to •rm . d I j City `ttorney Contractor Corporate Seal Title: Pbe-6- z N'/ Attest Title: 61/61 -- Contractor Po. Sox / /S3 d =CdtcbEe) 1 =t 34973 Florida State Contractors License No: cid. is139 %s ity for the use and reliance of the City of Okeechobee only. KST Construction, Inc. 3283 NW 32nd Ave. Okeechobee, Fl 34972 863-467-8208 - Fax 467 -9208 Bill To City of Okeechobee 55 se 3rd ave Okeechobee,F1.34974 Invoice Date Invoice # 4/14/2011 1120 Ship To 500 nw 11th ave Maintenance Yard P.O. Number Terms Rep Ship Via F.O.B. Project 4/14/2011 Quantity Item Code Description Price Each Amount 0028 80 x 100 metal building 48,200.00 48,200.00 Bond Bond 2,326.86 2,326.86 01.2 Building Perm... Building Permits 4,449.36 4,449.36 04 Concrete Concrete 38,000.00 38,000.00 0013 labor 12,000.00 12,000.00 Retention Amount of Retainage 10% - 10,497.62 - 10,497.62 ( (//1/4'' Thank you for your business. Total $94,478.60 KST Construction, Inc. 3283 NW 32nd Ave. Okeechobee, F134972 863 -467 -8208 -Fax 467 -9208 Bill To City of Okeechobee 55 se 3rd ave Okeechobee,FI.34974 Invoice Date Invoice # 6/10/2011 1123 Ship To 500 NW 1 lth Ave. Maintenance Building P.O. Number Terms Rep Ship Via F.O.B. Project 5/19/2011 Quantity Item Code Description Price Each Amount 0013 Retention 0013 , business. labor Amount change FINAL — of Retainage held from previous invoice order #1 ridge vents & electric motors for roll up doors f INVOICE ON CONTRACT r �� t j . {{ t 1 1. t { 24Y74ri 10,497.62 4,175.00 ;',.( 2.,'� 417,'70. W4318— 10,497.62 4,175.00 Thank you for your Total spa .5'f 3' %. Change Order Form City of Okeechobee Project: Pre - Engineered Metal Building PW 03- 00 -01 -11 Change Order No. 1 Contractor: KST Construction Co. Date: April 18, 2011 Owner: City of Okeechobee Agreement Date: March 3, 2011 Change order requested by: Donnie Robertson The following changes are made to the contract documents: Contract amount and contract time: Original contract amount $ 127,620.00 Net increase of contract amount resulting from this change order $ 4,175.00 Current contract amount including $131,795.00 this change order Original contract time 90 calendar days Current contract time adjusted by previous change order Net (increase) (decrease) resulting from this change order Current contract completion date including this change order page 1 of 2 0 calendar clays 0 calendar days May 30, 2011 Project Bid No. PW 03- 00 -01 -11 Change order no. 1 Changes ordered: I. General: This change order is necessary to cover changes in the work to be performed under the contract. II. Required changes: 4 Ridge vents at each bay @ $2,375.00 and Labor and materials for electric door openers $1,800.00. III. Justification: Cost effective additions. IV. Payment: Upon submittal of invoice. V. Approval and change authorization: Acknowledgments: the aforementioned change, and work effected thereby, is subject to all provisions of the original contract not specifically changed by this change order; and it is expressly understood and agreed that the approval of the change order shall have no effect on the original contract other than mat rs expressly provided herein. City d inistrator 5/26/11 Date KST Construction Inc. Contractor. page 2 of 2 LU I I -U3 -3I 12:03 KST CONST KST Construction, Inc. 3283 NW 32nd Ave. Okeechobee, Fl 34972 863 -467 -8208 - Fax 467 -9208 Name / Address City of Okccchohcc 8637633088 » 863 763 1686 Co P 3/4 Quote Date Quote # 3/31/2011 51 Description Qty Cost Total Ridge Vents (4 vents 1 (u; hay) "price includes labor and nutteriats 2.375.00 2.375 00 estimate is good for 10 days Total 52.375.00 LU 1 I -UJ -J 1 IL:U3 KSI t.UNSI KST Construction, Inc. 3283 NW 32nd Ave. Okeechobee, Fl 34972 863-467-8208 - Fax 467 -9208 8133/633U88 » 863 763 1686 0 Name / Address City of Okeechobee P 4/4 Quote Date Quote # 3/31/2011 50 Ship To Maintenance Rutiding Description Qly Cost Total electric door openers *price includes lahor,materials 1,800.00 „ajti. 1,800 00 estimate is good for 30 days Total 51.800.00 05/31/2011 10-32 FAX 9544210296 TARMAC ! 001 /001 Tarmac " A Titan Ama•lea Smslness WAIVER AND RELEASE OF LIEN FOR FINAL PAYMENT 144374 The undersigned lienor, in consideration of the final payment in the amount of $10.00, the receipt of payment is acknowledged, hereby waives and releases its lien and right to claim a lien for labor, services or materials, furnished to VEST CONCRETE , located on the following described property: 500 NORTHWEST 11TH AVENUE, 80 X 100 METAL BUILDING, PARCEL NUMBER 3-16-37-35 -0160- 00200 -0010, NORTHWEST ADDITION, LOTS 1 THROUGH 20, BLOCK 20, AND BEING MORE PARTICULARLY DESCRIBED IN NOTICE OF COMMENCEMENT RECORDED IN OR BOOK 698 PAGE 941 PUBLIC RECORDS OKEECHOBEE COUNTY, FLORIDA. NOC EXPIRES ON 03/15/12. Dated on MAY 31, 2011 Lienor's Name: TARMAC . CA LLC 455 FAIR ' AY R SUITE 200 Deerfield : e , FL 33441 By: T e: Regional Credit Manager rinted Name: Shelia A. Talbert STATE OF FLORIDA COUNTY OF BROWARD The foregoing instrument was acknowledged before me this 31 day of MAY, 2011, by Shelia A. Talbert who is personally known to me or who produced N/A as identification Notary Public: My Commission expires: NWary PuI Scai.of Ptonda Linda Ffukla ,g4 My Commission DD970097 1e ��F Expires U912212014 2011 -05 -31 10:36 TARMAC AMER INC 9544210296 Page 1 MAY -31 -2011 09:11 NEFF — PORT SAINT LIJCIE WAIVER AND RELEASE OF LIEN UPON FINAL PAYMENT 7724893195 P.01/01 1aga UL 1 1312609 -25701 The undersigned lienor, in consideration of the final payment in the amount of $10.00 hereby waives and releases its lien and right to claim a lien for labor, services or materials to KST CONSTRUCTION INC on the job of CITY OF OKEECHOBEE (owner), to the following described property: 500 NORTHWEST 11TH AVENUE, "80 X 100 METAL BUILDING ", PARCEL NUMBER 3-16-37-35-0160 - 00200 -0010, NORTHWEST ADDITION, LOTS 1 THROUGH 20, BLOCK 20, AND BEING MORE PARTICULARLY DESCRIBED IN NOTICE OF COMMENCEMENT RECORDED IN OR BOOK 698 PAGE 941 PUBLIC RECORDS OKEECHOBEE COUNTY, FLORIDA. NOC EXPIRES ON 03/15/12. DATED on MAY 31, 2011 NEFF RENTAL INC ATTN: ERICA SHELLY 7400 COMMERCIAL CIRCLE FORT PIERCE FL 34951 RONNIE CHAPMAN OPERATIONS MANAGER Sworn to and subscribed before me this MAY 31, 2011 Signature of Notary Public Commissioned State of Florida ERICA 6HEUEY Commission 6 EE 076308 Expires Mph 22, 2015 e.wymnar+awommsoom ns Print, Type or Stamp Name of Notary Public Personally Known XX OR, Produced N/A Identification https:// www .nacmtampa.com/webwiz/wwiz.asp 2011 -05 -31 09:09 NEFF RENTAL 7724893195 5/31 /2011 TOTAL P.01 Page 1 from the desk of Betty J. Clement MEMORANDUM CITY OF OKEECHOBEE GENERAL SERVICES 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 863 - 763 -3372 EXT. 218 TO: Kim SUBJECT: Amend PO #3278 DATE: 5/26/11 Kim. Please amend PO #3278 for KST to cover $4,175.00 for change order #1 on Bid PW 03- 00- 01 -11. 2011 -04 -05 13;35 MI WM J WARD ELECT CONT 18633573908 » VJfIIiaini.Ward ELECTRICAL CONTRACTOR rik;r9 (pi, 16901 NW 38th Avenue • Okeechobee, FL 34972 ofice:(863) 357 -3900. Cell:(863) 697 -0922 !R #13014199 863 763 1686 P 1/1 CONTRACT Date Y/7' /!l PO # Contact .Jr) -'ri! - Phone X37 - c‘ 3 S� ,date 7 3 - a r Kindly accept t s as our bid and proposal to install electrical in your building located at (;4, Or - Phone Phone Owner Contractor We will furnish and install the following fixtures: r,Q.�sfio•`/ iarAwyo /aT4►.00 ..y v;J eiVet --029f { a vrA „,nn, ch,4 fir A-4,, — /20 da S4414,11 a l t t-s cax. /Jai 603 .k 40 (4 1444 2rs) Ax'8("(1: w &f4 . t? WA) rS— -O 4,r "/'Tco _ 1CJ1 i..Qa tear coftai 04_,44 The amount of this contract shall be $ diS#9t'tici work is in and the balance of $ 49-- and the terms shall be $ when the rough Any changes in the above contract shall be made in writing and signed by the proper authority and added to this contract. Approved Respectfully,, WILLIAM J. WARD Oate`� William J. War Note: if this contract is accepted, kindly sign the copy and return to this office for our flies. thank You. YOUR SATISFACTION IS OUR PLEASURE This propel is good for 30 days. 2011 -03 -31 12:03 KST CONST KST Construction, Inc. 3283 NW 32nd Ave. Okeechobee, Fl 34972 863 - 467 -8208 - Fax 467 -9208 8637633088 » 863 763 1686 Name / Address City of Okeechobee P1 Quote Date Quote # 3/31/2011 49 Ship To Maintenance Building Description Qty Cost Total Electrical service ''includes A florescent *125 amp breaker box '2 -220 volt outlets (1 at each end) '8 -120 outlets (1 each hay) '2- outside lights by walk doors 'stubout for future restroom 'all wiring.labor.and materials *'service to he connected to existing service 10.000.00 10,000,00 estimate is good for 30 days Total $l0.000.00 JIM DAVIS ELECTRIC, LLC 2205 S.W. 2ND AVENUE OKEECHOBEE, FL 34974 -5849 (863) 763 -W.IRE (9473 ) FAX 763 -0731 NAME /ADDRESS CITY OF OKEECHOBEE 55 SE 3 AVENUE OKEECHOBEE.F.L 34974 MT: DONNIE ROBERTSON PROPOSAL DATE ESTIMATE NO. 4/12/2011 99 PROJECT DESCRIPTION TOTAL PROVIDE MATERIALS AND LABOR TO WIRE THE NEW 80X100 METAL BUILDING TO INCLUDE THE FOLLOWING; 1 125A.MP SERVICE, 8 8' FLUORESCENT FIXTURES 1 220 RECEPTACLE WITH CIRCUIT GFI RECEPTACLES (2 CIRCUITS WITH #10 WIRE) 2 WALL, PACK 250 METAL HALIDE LIGHTS 2 OVERHEAD DOOR CIRCUITS WITH DISCONNECT AT DOOR * *PERMITTING FEES NOT INCLUDED ** CONTRACT PRICE 12.000.00 TOTAL $ 12,000.00 VOUCHER CITY OF OKEECHOBEE TO: C.E.S. 1111 SW Park St Okeechobee, FL 34972 DATE: 4/25/2011 55 S.E. THIRD AVENUE OKEECHOBEE, FL 34974 -2932 863 - 763 -3372 FAX: 863-763-1686 ITEM NO. ACCOUNT NO. QTY. UNIT DESCRIPTION UNIT 1 2 301 - 549 -6400 301- 549 -6400 Invoice # 131733 4/12/11 1- 3/4 rod clamp Invoice # 131732 4/12/11 PVC pipe, elbow, clamp and reel FOR NEW PUBLIC WORKS BLDG. TOTAL $3.35 $25.26 $28.61 //��AUTHORIZED SIGNATURE PARTIAL FINAL CITY OF OKEECIIOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX, EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUEST. STATE SALES TAX EXEMPTION NO. 57-03-004145-54e FEDERAL I.D.NO 59- 6000 -393. E CITY OF OKEECHOBEE 55 SE 3RD AVENUE OKEECHOBEE, FL 34974 Qty Item 10 PIPE PVC150 2 PVC -F EL90 15 3 PVC -F CP15 10 BARE- SD- 4 -SOL- 200 -REEL 1 MADISON GRC -2 0% $25.26 $0.00 C.E.S. (Okeechobee) 1111 SW Park St, Okeechobee FL, 34972. Phone: Fax: Email: 863 - 357 -3444 863- 357 -3340 Okeechobee0138 @ces- us.net Delivery Details: WILL CALL Invoice Number: Tax Point Date: Account #: Your Order Number: INVOICE OKE/131732 12 Apr 2011 Page 1/1 01380035001 CITY BARN Payment to: C.E.S. (City Electric Accounts),6827 North Orange Blossom Trail,Surte 2,90 Box 609521,Orlando, FL,32810. Description 1 -1/2" PVC SCH40 SCH40 1 -1/2" 90 DEG ELBOW 1 1/2 COUPLING BARE SD 4 SOL- 200 -REEL 5/8 BRZ GRD ROD CLAMP THE RISK IN THE GOODS SHALL PASS TO THE BUYER ON DELIVERY, BUT THE GOODS REMAIN THE PROPERTY OF THE SELLER UNTIL PAID FOR. GOODS ARE SOLD ACCORDING TO VENDORS AND OUR OWN CONDITIONS OF SALE, COPIES OF WHICH ARE AVAILABLE UPON REQUEST. ESOE $ Price Per 46.98 C 299.00 C 69.33 C 1025.00 M 225.00 C Goods Total: Tax Total: Total: $ Goods 4.70 5.98 2.08 10.25 2.25 $25.26 $0.00 $25.26 CITY OF OKEECHOBFE 55 SF 3RD AVENUE OKFECHORF; . FI 34974 11 1 i ia`-t;; Phone: Fax Fina;i_ 1114,e4c it)iii?i?'vl net 4?I.1 -ALL E!trereni / c.:COUfi 1 : PACKING SI_IP (KI =%131 ?32 12 Art- 2011 Pace 1./1 Lietfrev HohsT A1:380035001 1 Order Nurnret . CITY BARN Otv Item F,escrirition Per 10 PI PF PVC150 1 -1 i•: ' PV;; S H4G1 C 2 PVC -!-, El 941 i s `.=,;';H40 1 -1 / 1' 941 DFG FL RIM C 3 PVC -F C:P1 A, 1 1/2. . JPI -1 N(i C 10 BARE- SD- 4- SOt -2Q ) -200 BARE SI) 4 SO -2®- REF;.. M 1 MADISON (SRC -2 , i H kW (RD ROD (;I AMP C Fa /2 ol/e 4anature: Print Name: RISK IN THE GOODS SNAIL PASS TO THE RIIYER ON DELIVERY. ROT THE G(x7CS REMAIN IRE PROPER ' (' ;NF SE! I ER UN1II EAG S ARE SOLD ACCORDING TO VENDORS AND OUR OWN CONDITIONS OF SATE. C*^EIES OF ' 1K 14 As'AI AR!E'UP;itr RE:kFSI 1.1e, /R4 J E C.E.S. (Okeechobee) 1111 SW Park St, Okeechobee FL, 34972. Phone: 863 - 357 -3444 Fax: 863- 357 -3340 Email: Okeechobee0138 @ces- us.net Invoice Number: Tax Point Date: INVOICE OKE/131733 12 Apr 2011 Page 1/1 CITY OF OKEECHOBEE Delivery Details: 55 SE 3RD AVENUE WILL CALL Account #: 01380035001 OKEECHOBEE, FL 34974 Your Order Number: CITY BARN Payment to: C.E.S. (City Electric Accounts),6927 North Orange Blossom Trasl,Suite 2,PO Box 609521,Orlando, FL,32910. Qty Item Description $ Price Per $ Goods 1 MADISON GRC -3 3/4 BRZ GRD ROD CLAMP 0% $3.35 $0.00 THE RISK IN THE GOODS SHALL PASS TO THE BUYER ON DELIVERY, BUT THE GOODS REMAIN THE PROPERTY OF THE SELLER UNTIL PAID FOR GOODS ARE SOLD ACCORDING TO VENDORS AND OUR OWN CONDITIONS OF SALE, COPIES OF WHICH ARE AVAILABLE UPON REQUEST. ESOE 335.00 C 3.35 Goods Total: Tax Total: Total: $3.35 $0.00 $3.35 w E CITY OF OKFI-CAAF-F 55 SF 3R0 AVFNIJF OKFEC,HORFF Ft 34974 1111 SW Park Fi PhcC.:1 Fax • FMN11: h-!1 trr Wf PACK I NG ST IP OKF /131733 flnr,•47 12 Apr 2011 Pr9ge 1/1 Entareo rv: Jerfrey BoOsr Account : 01 AS0035001 Order Number : CITY BARN I tfilil P-E44. 1 MADISON GRC-3 /4 HHZ C--fl ROD CLAMP 6', 17 gam) ad cwiatiAre Print Name: R1sY 11*, GoOfg. rJi, R;_;LIE,'T_ LAC, 1fAl 3/1 r— To: L PURCHASE ORDER CITY OF OKEECHOBEE 55 S.E. THIRD AVENUE OKEECHOBEE, FLORIDA 34974 -2903 Tel: 863/763 -3372 Fax: 863/763 -1686 A.M. Engineering & Testing, Inc. 590 NW Mercantile Place Port St Lucie, Fl. 34986 THIS ORDER SUBJECT TO CONDITIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. 1 3 "34 IMPORTANT: THIS NUMBER MUST BE SHOWN ON ALL INVOICES, PACKAGES, CASES, TICKETS AND CORRESPONDENCE. SHIP TO: L City of Okeechobee 55 SE 3rd Avenue Okeechobee, FI. 34974 INVOICE IN DUPLICATE: n L City of Okeechobee 55 SE 3rd Avenue Okeechobee, Fl. 34974 T 1 1 /,201 DATE VENDOR NO DELIVERY DATE SHIP VIA BEST WAY F.O.B. DESTINATION TERMS ITEM NO. ACCT. NUMBER QUANTITY UNIT DESCRIPTION UNIT AMOUNT 1 541 -3100 Invoice #52115 3/15/2011 Boring tests for building area for new metal building at 500 NW 11th Avenue - City Bam TOTAL $990.00 $990.00 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUEST STATE SALES TAX EXEMPTION NO. 04-00010-03-57. FEDERAL ID NO. 59-60000-393. RECEIVING RECORD PARTIAL ❑ FINAL ❑ PURCHASE REQUISITION CITY OF OKEECHOBEE 55 S.E. Third Avenue Okeechobee, FL 34974 -2903 Tel: 863 - 763 -3372 Fax: 863 - 763 -1686 TO: A.M. Engineering and Testing, Inc. 590 NW Mercantile Place Port St. Lucie, FL 34986 THIS ORDER SUBJECT TO CONDIDTIONS ON FACE. NO CHANGES MAY BE MADE WITHOUT WRITTEN PERMISSION OF PROCUREMENT MANAGEMENT. Req. No. 15175 SHIP TO: City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974 INVOICE IN DUPLICATE: DATE VENDOR NO. DELIVERY DATE SHIP BEST F.O.B. DEST. TERMS 03/17/10 N/A N/A N/A N/A I NET 30 ITEM NO ACCT. NUMBEI QTY UNIT DESCRIPTION AMOUNT 1 541 -3100 Invoice# 52115 3/15/11 Boring tests for building area for new metal building at 500 NW 11th Avenue City Barn $990.00 $990.00 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. DO NOT INCLUDE THESE TAXES IN YOUR INVOICE. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUIEST. STATE SALES TAX EXEMPTION NO. 85- 8012621656C -6 FEDERAL I.D. NO 59- 60000 -393 RECEIVING RECORD AUTHORIZED SIG N TURE ❑ PARTIAL X FINAL AtipA. M. Engineering and Testing, Inc. 590 N.W. Mercantile Place Port St. Lucie, FL 34986 Phone 772 -924 -3575 Fax 772 - 924 -3580 BILL, TO City of Okeechobee Building Department 55 SE 3rd Avenue Okeechobee, FL 34974 PHONE NUMBER 863 -763 -3372 Invoice DATE INVOICE # 3/15/2011 52115 PROJECT NO. DUE DATE 4/14/2011 TERMS Net 30 days PROJECT City Barn & Garage Structure, Okeechobee DESCRIPTION QTY RATE AMOUNT Mobilization /demobilization Test Borings in Building Areas,'hhree (3) 15 -Foot Test Borings and One (1) 6 -Foot Auger Borings Senior Engineering Time )2/' I 45 2 200.00 12.00 125.00 200.00 540.00 250.00 If you have any questions regarding this invoice, please contact Jessica Sapp u 772 - 924 -3575 Ext. 101. Please note that if your invoice is not paid by the due date you will be assessed our annual percentage rate of 18% on the past due balance. Total $990.00 Balance Due $990.00 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924 -3575 OFFICE - (772) 924 -3580 FAX March 14, 2011 City of Okeechobee 55 SE 3`d Avenue Okeechobee, Florida Re: Geotechnical Exploration: Proposed City Barn and Garage Structure 500 Northwest 11th Avenue, Okeechobee, Okeechobee County, Florida Project No. PSL2162B -8 Ladies and Gentlemen: A. M. Engineering and Testing, Inc. is pleased to submit this geotechnical exploration report for the referenced project. After a brief executive summary, this letter presents our understanding of the project, a description of the explorations, a summary of the site and subsurface conditions, and our conclusions and recommendations for the foundations of the proposed construction. This report was prepared in general accordance with Chapter 18 of the 2007 Florida Building Code. EXECUTIVE SUMMARY The subgrade soils should be improved with compaction from the stripped grade prior to constructing the foundation pad. The top 2 feet below stripped grade should be compacted to a minimum of 95% density prior to placing fill to achieve final grade. Fill (including stemwall backfill) should be placed in 12 inch lifts and compacted to achieve 95% density. After excavation for footings, the subgrade to a depth of 2 feet below bottom of footings should be compacted to achieve a minimum 95% density. Shallow water levels at the site may make compaction difficult. The foundation pad should consist of compacted lifts of suitable soil. The soil density should be tested before placing steel for the foundation. After completing the recommended site preparation, the proposed building can be supported on shallow foundations proportioned using a maximum bearing capacity of 2,500 psf. Additional details are provided in the body of the report. PROJECT DESCRIPTION Based on conversations with the client, the project consists of constructing a one -story metal building with a footprint on the order of 8,000 square feet. The proposed building will be a detached addition to several buildings that occupy the site. We have not received any information regarding structural loads. For the foundation recommendations presented in this report we assumed the maximum column load will not exceed 50 kips and maximum wall loads will not A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Ave, Okeechobee, Florida Project No. PSL2162B -8 exceed 3 kips per linear foot. We estimate that 2 feet of fill will be required to bring the foundation pad to design grade. If the information above is incorrect, A. M. Engineering should be advised promptly so that we can review our recommendations and revise them if necessary. FIELD EXPLORATIONS The subsurface conditions at the project site were explored on March 8, 2011 with three (3) Standard Penetration Test (SPT) borings and one (1) Auger Boring (AB). The upper 4 feet of some of the SPT borings was drilled with a hand auger in order to avoid damaging utilities. Hand Cone Penetrometer (HCP) tests were conducted at one -foot intervals in the auger borings. The SPT boring was performed in general compliance with ASTM D 1586, "Penetration Test and Split- Barrel Sampling of Soils" and the auger borings in general compliance with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings ". The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. The approximate locations of the explorations are noted on the Boring Location Plan. The borings were located based on building corners that had been staked by others, and at locations as directed by the client's representative. GPS coordinates obtained at boring locations are included on the logs. The depths on the boring logs are below the ground surface at the time the borings were completed. SITE AND SUBSURFACE CONDITIONS The terrain at the project site was generally flat and grassy with oak trees, palm trees, and pine trees. The grade at the site was estimated to be '/2 feet below the adjacent roadway at the time of exploration. Several buildings occupied the site, and at the existing building adjacent to the proposed building location, our drillers noted some cracks under the exterior windows and stair - step cracking on exterior walls. Some of the area had pavement covering. The subsurface soils encountered in the borings generally consisted of fine sand with occasional little silt from the ground surface to a depth of 11 feet, and then fine sand with some silt and clay from 11 feet to the SPT boring termination depths of 15 feet. The SPT N- values (blow counts) and HCP values generally indicated that the soils were loose from the ground surface to a depth of 2 feet, and then loose but occasionally medium dense from 2 feet to the SPT boring termination depths of 15 feet. 2 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11`h Ave, Okeechobee, Florida Project No. PSL2162B -8 Ground water was encountered 7 and 71/4 feet below existing grade at the completion of the borings. The water table will fluctuate seasonally depending on local rainfall and nearby drainage features. The rainy season in South Florida is normally between May and October. FOUNDATION RECOMMENDATIONS After the project site has been prepared per our recommendations below, the proposed structure can be supported on conventional shallow spread footings, stem wall footings, or a thickened edge monolithic slab. The footings can be proportioned using a maximum net soil bearing pressure of 2,500 pounds per square foot (psf). Although computed footing dimensions may be less, we recommend minimum widths of 16 inches for strip footings and 24 inches for square footings. The bottom of the footings should bear at least 1 foot below the adjacent exterior grade. For the loads indicated in the Project Description section, we anticipate that the total settlement will be less than 1 inch, and the differential settlement between adjacent similarly loaded footings will be less than Y2 inch. Because of the granular nature of the subsurface soils, the majority of the settlement due to the dead loads should occur during construction and post- construction settlement should be minimal. Floor Slab A conventional slab -on -grade can be used for the ground floor of the structure. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the slab -on- grade. The floor slab should have a minimum thickness of 4 inches. Unless a monolithic foundation is used, we recommend isolating the ground floor slab from the column and wall foundations. Control joints should also be incorporated in the slab to control shrinkage cracks. The joints should be sawn as soon as the slabs can support loads, but not so soon as to cause raveling of the concrete surface and aggregate during sawing. Typically the cuts need to be made within two to eight hours after placement of the concrete (before shrinkage cracks can begin). A moisture barrier is recommended beneath the floor slab to prevent moisture migration from the underlying soil resulting in dampness of the slab. 3 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 1 lth Ave, Okeechobee, Florida Project No. PSL2162B -8 SITE PREPARATION RECOMMENDATIONS Stripping, Proofrolling and Proofcompaction Foundations and any below grade remains of any structures that were previously within the footprint of the proposed construction should be removed. Existing utilities should be located, properly capped at the property line and removed or rerouted around the footprint of the proposed construction. Septic tank remains and septic fields within the footprint of the proposed construction should be removed and the excavation backfilled with compacted lifts of suitable soil. Trees within the footprint of the proposed construction will have to be removed and the tree holes should be backfilled with thin lifts of compacted soil. The footprint of the building should be stripped of all surface vegetation, trees, roots, and other deleterious matter within and at least 5 feet beyond the perimeter of the proposed construction. The areas should be proofrolled and compacted with a minimum 10 -ton vibratory (or static if vibration is of concern) roller operating at a "slow walk" speed. The roller should make at least 6 overlapping passes over the entire cleared area, 3 passes in one direction and 3 more at a right angle to the first 3 passes. Proofrolling helps to detect any soft or loose zones and buried debris. If unstable areas are encountered, the project engineer or the geotechnical consultant should be advised, the matter investigated and the problem resolved. Because the initial proofrolling is very critical, we recommend that a representative of A. M. Engineering and Testing, Inc. monitor the operation. After proofrolling, the cleared areas should be compacted until the upper 2 feet of soil achieve a density of at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). A representative of A. M. Engineering and Testing, Inc. should check the compaction with field density tests prior to placing any fill. A vibratory roller may be used for stripped surface and fill compaction if existing structure(s) are of sufficient distance (generally 30 feet) away from the vibratory roller so that the structure(s) are not damaged by vibrations. If not, the proofrolling should be performed with a static roller. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. Alternative equipment, such as front -end loaders with buckets filled with soil, has been used successfully to attain the required compaction without the problem of vibration. 4 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 1 la' Ave, Okeechobee, Florida Project No. PSL2162B -8 Earthwork Recommendations Fill should be "clean" sand with less than 5 percent fines (percent of dry weight passing a U.S. No. 200 sieve). Higher fine contents can be used but more construction control is necessary. Hand operated equipment should be used when in close proximity to walls or other structures that could be adversely affected by vibrations or heavy equipment. The outer edges of the fill should extend sufficiently beyond the building to provide slopes with a minimum horizontal to vertical ratio of 4(I1):1(V) from approximately five feet outside the building perimeter to the existing grade. The fill (including stemwall backfill) should be placed in 12 -inch thick compacted lifts with each lift compacted to at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). The compaction should be checked with field density tests. Footing Subgrade Preparation After the footings have been excavated, a representative of A. M. Engineering and Testing, Inc. should evaluate the bottom of the footings with respect to the boring data and assess if a suitable bearing layer is present. The upper 2 feet of soil below the bottom of footing must be compacted. Our representative should perform density tests to confirm that the density of the upper 2 feet of soil in the bottom of the footings is compacted to at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). We recommend a "jumping jack" type compactor for footing bottom compaction. Groundwater Control Ground water was encountered 7 and 71/4 feet below existing grade at the completion of the borings during our explorations. Some dewatering may be required for excavations that will extend to within 2 feet above the groundwater table and for deep excavations such as sewer and utility trenches. Although the actual dewatering methods should be determined by the contractor, the use of well points and sump pumps in the excavation usually is adequate for most dewatering operations. We recommend that the contract documents require an accurate determination of the ground water level immediately prior to initiating any dewatering operation. Positive drainage should be maintained at the site during construction and throughout the life of the project. 5 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11`h Ave, Okeechobee, Florida Project No. PSL2162B -8 Vibration Monitoring Using vibratory compaction equipment at this site may disturb adjacent structures (generally structures within 30 feet of roller could be affected). Nearby structures should be monitored before and during proof - compaction. If disturbances are noted, the vibratory compaction should be halted immediately, and A. M. Engineering should be advised. We will review the construction progress, and evaluate if the subgrade has attained satisfactory compaction in compliance with our design assumptions. Alternative equipment, such as front -end loaders with buckets filled with soil, has been used successfully to attain the required compaction. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. CLOSURE This report is for the exclusive use of City of Okeechobee and the designers of the previously described project, and may only be applied to this specific project. The right to rely on this report may not be assigned without written permission of A. M. Engineering and Testing, Inc. This report has been prepared in accordance with generally accepted geotechnical engineering practices in the State of Florida. No other warranty, expressed or implied, is made. We do not guarantee performance in any respect, only that our work meets normal standards of professional care. Our recommendations are based on the project information furnished to us, the results of our field explorations and our past experience. They do not reflect variations in subsurface conditions that may exist between our borings and in unexplored areas of the site. The nature and extent of such variations may not become evident until further explorations are made or construction is underway. Should such variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to observe the actual site conditions and re- evaluate our recommendations, if necessary. Environmental concerns, including (but not limited to) the possibility that hazardous materials or petroleum contaminated soils or groundwater may be present on the project site, were not included in the scope of work. Furthermore, our explorations did not include determination or delineation of "wetland" areas. GPS readings at a specific location are subject to some variability due to the satellite coverage and local conditions. An accuracy of approximately 20 feet is commonplace. 6 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Ave, Okeechobee, Florida Project No. PSL2162B -8 A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M. ENGINEERING AND TESTING, INC. 16‘1d41 oler, P. Senior Geotechnical Engineer Florida Registration No. 60675 A. M. ENGINEERING AND TESTING, INC.: Certificate of Authorization No. 6632 Attachments: Boring Location Plan SPT Boring Logs (3) Auger Boring Logs (1) Key to Soil Classification Copies: Client (2) David Alker Project Manager I Server- ame!Companyl4M DatalCity of Okeechobee Engineering Department - Various - PSG21621Gty Barn and Garage, 500 NW 11th Ave, OkeelBormgs18 - Report.doc 7 .Imagery Data: 1111/2011 VI 199 27 114'54.42 "14, 805032,24 "/N elev 293 ft BORING LOCATION PLAN Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Avenue Okeechobee, Okeechobee County, Florida DATE: MARCH 8, 2010 PROJECT NO: PSL2162 -8 A. M. ENGINEERING AND TESTING, INC. 590 N. W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 TEL: (772) 924 -3575 Fax: (772) 924 -3580 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 STANDARD PENETRATION TEST BORING (ASTM D -1586) Client: City of Okeechobee Project: City Barn and Garage Structure, 500 NW 11th Avenue Okeechobee, Okeechobee County, Florida Elevation: Existing Grade Water Level: 7 feet after 0 hours Drilling Fluid commenced at depth of 10 feet Hand Auger with Hand Cone Pentrometer Test (HCP in ksf) performed in top 4 feet Project No.: PSL2162 Lab No.: 8 Page: 1 of 1 Date: Mar. 8, 11 Drill Rig: Simco -24 Field Party: C.J. / J.C. TEST LOCATION: SPT - 1 N27.24846° W80.84192° Laboratory Tests Depth (feet) Blows/ 6 in. N Value Sample No. Layer: From/to USCS Description Passing No. 200 Moisture Content Organic Content 0 - 1/4 Light brown fine sand, some shell fragments ___;, ? 1 IP , %2 - 2 Dark gray fine sand, trace silt, trace shell _ _ , ?1 „,�;,s 1 fragments — 2 -- - - 2 - 3 Very dark brown fine sand, little silt — 3 tt m +:. ____ li 2 3 - 5 Light gray fine sand 3 5 4 __ 6 10 3 5 - 61/2 Very dark brown fine sand, little silt 6 10 7 7 6 6 %2 - 8Y2 Dark yellowish brown fine sand, trace silt — 7 13 4 - - -- 8 7 3 3 8%2 - 12 Brown fine sand, trace silt 9 3 6 5 3 —.10 Drilled loose 10 to 13 feet 11 — 12 ____ 12 - 15 Light gray fine sand, some silt and clay 13 — 5 14 5 ............. -- 5 10 6 --.15 4 ____ Terminated boring at 15 feet 16 17 -_-. 18 19 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 STANDARD PENETRATION TEST BORING (ASTM D -1586) Client: City of Okeechobee Project: City Barn and Garage Structure, 500 NW 11th Avenue Okeechobee, Okeechobee County, Florida Elevation: Existing Grade Water Level: 7% feet after 0 hours Drilling Fluid commenced at depth of 8 feet Project No.. PSL2162 Lab No.: 8 Page: 1 of 1 Date: Mar. 8, 11 Drill Rig: Simco -24 Field Party: C.J. / J.C. TEST LOCATION: SPT - 2 Laboratory Tests Depth (feet) Blows/ 6 in. N Value Sample No. Layer: From /to USCS Deseri tion p Passing No. 200 Moisture Content Organic Content 2 0 - 2 Brownish gray fine sand, trace silt, trace shell _ 1 3 fragments, trace fine roots — 4 7 1 2 6 . — 2 - 3 Very dark brown fine sand, little silt, trace shell 4 3 5 fragments, trace rock pieces — 3- 5 Light gray fine sand 4 9 2 4 6 -- 4 5 5 5 - 7 Very dark brown fine sand, little silt 5 10 3 6 — 6 7 7 _ 6 . 13 4 7 - 8 Dark yellowish brown fine sand, little silt 8 7 . — 8 - 12 Brown fine sand, trace silt 2 9 2 — 2 4 5 t 0 2 -- l 1 Drilled loose 10 to 13 feet — 12 — 12 - 14 Light gray fine sand, some silt and clay 13 4 ___ 14 4 5 9 6 14 - 15 Light brownish gray fine sand, little silt 15 5 — Terminated borings at 15 feet 16 - 17 18 — 19 — A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 STANDARD PENETRATION TEST BORING (ASTM D -1586) Client: City of Okeechobee Project: City Barn and Garage Structure, 500 NW 11th Avenue Okeechobee, Okeechobee County, Florida Elevation: Existing Grade Water Level: 7' feet after 0 hours Drilling Fluid commenced at depth of 10 feet Project No.: PSL2162 Lab No.: 8 Page: 1 of 1 Date: Mar. 8, 11 Drill Rig: Simco -24 Field Party: C.J. / J.C. TEST LOCATION: SPT - 3 Laboratory Tests Depth (feet) Blows/ 6 in. N Value Sample No. Layer: From /to USCS Description Passing No. 200 Moisture Content Organic Content 2 0 - 2 Dark brownish gray fine sand, trace silt, trace 1 4 fine roots, trace rock pieces 3 7 1 2 5 — 2 - 4 Light gray fine sand 7 3 6 5 11 2 4 5 4 - 5 Brown fine sand, trace silt 5 5 4 5 - 6 Very dark brown fine sand, little silt 5 9 3 6 4 6 - 91/2 Brown fine sand, little silt 4 7 5 — 4 9 4 - 8 4 2 9 3 2 5 5 10 3 9Y2 - 11 Dark brown fine sand, trace silt Drilled loose 10 to 11 feet — 11 - 131/2 /2 gray fine sand, some silt and clay 12 13 Drilled firm 11 to 13 feet — 4 la 3 131/2 - 15 Light gray fine sand, little silt 3 6 6 15 4 Terminated boring at 15 feet 16 17 — 18 19 — A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924 -3575 OFFICE — (772) 924 -3580 FAx AUGER BORING LOGS WITH HAND CONE PENETROMETER (HCP) TESTS Client: City of Okeechobee Project: City Barn and Garage Structure, 500 Northwest 11''' Avenue Okeechobee, Okeechobee County, Florida Elevation: Existing Grade Project No: Lab No: Test Date: Technician: PSL2162 8 March 8, 2011 C. Johnson /J.Cristales TEST LOCATION: AR - 1 HCP Depth (feet) Description (color, texture, consistency, remarks) Depth Reading 0 11/2 Brownish gray fine sand, trace silt, trace well pieces, trace shell fragments Dark brown fine sand, little silt 1 2 80+ 80+ 11/2 - 2 2 — 41/2 Light gray fine sand 3 65 41/2 - 51/2 Very dark brown fine sand, little silt 4 50 51/2 - 6 Brown fine sand, little silt 5 80+ 6 60 Water table no encountered within 6 feet below ground surface 11Server- ameV2ompanylAM DatalCity of Okeechobee Engineering Department - Various - PSL21621City Barn and Garage, 500 NW 11th Ave, Okee\Boringsl8 - AB (I).doc KEY TO SOIL CLASSIFICATION CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE (ASTM D 2487 and 2488) Category Particle Diameter Silt and Clay Soil passing a No. 200 (75 -p.m) sieve Fine — Particles of rock passing the No. 40 (425 -µm) sieve and retained on the No. 200 (75 -µm) sieve Medium — Particles of rock passing the No. 10 (2.00 -mm) sieve and retained on the No. 40 (425 -µm) sieve Coarse — Particles of rock passing the No. 4 (4.75 -mm) sieve and retained on the No. 10 (2.00 -mm) sieve Sand Gravel Fine — Particles of rock passing the 3/4-in. (19 -mm) sieve and retained on the No. 4 (4.75 -mm) sieve Coarse — Particles of rock passing the 3 -in. (75 -mm) sieve and retained on the 3/4-in. (19 -min) sieve Cobbles Particles of rock passing 12 -in. square opening and retained on a 3 -in. (75 -mm) sieve Boulders Particles of rock that will not pass a 12 -in. square opening AMOUNT OF CONSTITUENTS IN SOIL* COARSE AND FINE GRAINED (Sand, Gravel, Silt, Clay, Shell Fra l SOILS ments, etc.) ORGANIC SOILS: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to Mack color, and an organic odor. Content of Minor Soil Constituents Modifier Trace Organic Content Modifier <25% Slightly to Highly Organic < 5% 5% to 12% Little 12% to 30% Some 25% to 75% Muck 30% to 50% And >75% Peat *Approximations based on visual examination of samples and results of available laboratory testing. In general accordance with test methods ASTM D 2487 and ASTM D 2488. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY: SPT BORING (ASTM D 1586), CPT SOUNDING (ASTM D 3441), AND HCP TEST Granular Soils (Sands and Gravels > 50 %) Relative Soil Density Very loose Cohesive SPT N- Value* <2 Soils (Silts CPT Cone Bearing Value ** 0 -3 and Clays >50 HCP Cone Bearing Value * ** 0 -20 %) Relative Soil Density Very soft Soft SPT N- Value* CPT Cone Bearing Value ** HCP Cone Bearing Value * ** 0 -4 0 -20 0 -20 5 -10 21 -40 20 -35 Loose 2 -4 4 -6 20 -35 11 — 30 41 — 120 35+ Medium Dense 4 — 8 7 —12 35+ Firm 31 — 50 121 — 200 Dense 8 — 15 13 — 25 Stiff 50+ 200+ Very Dense t 15 — 30 25 -- 50 Very stiff ry > 30 Over 50 bard tandard Penetration Test (SPT) N -Value Blow Counts for 12 inches. ** Cone Penetrometer Test (CPT) Cone Tip Resistance Values (in tsf). ** * Hand Cone Penetrometer Test (HCP) Cone Tip Resistance (in ksf), may not be applicable for some cohesive soils. A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924 -3575 OFFICE - (772) 924 -3580 FAX March 14, 2011 City of Okeechobee 55 SE 3rd Avenue Okeechobee, Florida Re: Geotechnical Exploration: Proposed City Barn and Garage Structure 500 Northwest 11`h Avenue, Okeechobee, Okeechobee County, Florida Project No. PSL2162B -8 Ladies and Gentlemen: A. M. Engineering and Testing, Inc. is pleased to submit this geotechnical exploration report for the referenced project. After a brief executive summary, this letter presents our understanding of the project, a description of the explorations, a summary of the site and subsurface conditions, and our conclusions and recommendations for the foundations of the proposed construction. This report was prepared in general accordance with Chapter 18 of the 2007 Florida Building Code. EXECUTIVE SUMMARY The subgrade soils should be improved with compaction from the stripped grade prior to constructing the foundation pad. The top 2 feet below stripped grade should be compacted to a minimum of 95% density prior to placing fill to achieve final grade. Fill (including stemwall backfill) should be placed in 12 inch lifts and compacted to achieve 95% density. After excavation for footings, the subgrade to a depth of 2 feet below bottom of footings should be compacted to achieve a minimum 95% density. Shallow water levels at the site may make compaction difficult. The foundation pad should consist of compacted lifts of suitable soil. The soil density should be tested before placing steel for the foundation. After completing the recommended site preparation, the proposed building can be supported on shallow foundations proportioned using a maximum bearing capacity of 2,500 psi Additional details are provided in the body of the report. PROJECT DESCRIPTION Based on conversations with the client, the project consists of constructing a one -story metal building with a footprint on the order of 8,000 square feet. The proposed building will be a detached addition to several buildings that occupy the site. We have not received any information regarding structural loads. For the foundation recommendations presented in this report we assumed the maximum column load will not exceed 50 kips and maximum wall loads will not A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Ave, Okeechobee, Florida Project No. PSL2162B -8 exceed 3 kips per linear foot. We estimate that 2 feet of fill will be required to bring the foundation pad to design grade. If the information above is incorrect, A. M. Engineering should be advised promptly so that we can review our recommendations and revise them if necessary. FIELD EXPLORATIONS The subsurface conditions at the project site were explored on March 8, 2011 with three (3) Standard Penetration Test (SPT) borings and one (1) Auger Boring (AB). The upper 4 feet of some of the SPT borings was drilled with a hand auger in order to avoid damaging utilities. Hand Cone Penetrometer (HCP) tests were conducted at one -foot intervals in the auger borings. The SPT boring was performed in general compliance with ASTM D 1586, "Penetration Test and Split - Barrel Sampling of Soils" and the auger borings in general compliance with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings ". The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. The approximate locations of the explorations are noted on the Boring Location Plan. The borings were located based on building corners that had been staked by others, and at locations as directed by the client's representative. GPS coordinates obtained at boring locations are included on the logs. The depths on the boring logs are below the ground surface at the time the borings were completed. SITE AND SUBSURFACE CONDITIONS The terrain at the project site was generally flat and grassy with oak trees, palm trees, and pine trees. The grade at the site was estimated to be 1/2 feet below the adjacent roadway at the time of exploration. Several buildings occupied the site, and at the existing building adjacent to the proposed building location, our drillers noted some cracks under the exterior windows and stair - step cracking on exterior walls. Some of the area had pavement covering. The subsurface soils encountered in the borings generally consisted of fine sand with occasional little silt from the ground surface to a depth of 11 feet, and then fine sand with some silt and clay from 11 feet to the SPT boring termination depths of 15 feet. The SPT N- values (blow counts) and HCP values generally indicated that the soils were loose from the ground surface to a depth of 2 feet, and then loose but occasionally medium dense from 2 feet to the SPT boring termination depths of 15 feet. 2 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Ave, Okeechobee, Florida Project No. PSL2162B -8 Ground water was encountered 7 and 71/4 feet below existing grade at the completion of the borings. The water table will fluctuate seasonally depending on local rainfall and nearby drainage features. The rainy season in South Florida is normally between May and October. FOUNDATION RECOMMENDATIONS After the project site has been prepared per our recommendations below, the proposed structure can be supported on conventional shallow spread footings, stem wall footings, or a thickened edge monolithic slab. The footings can be proportioned using a maximum net soil bearing pressure of 2,500 pounds per square foot (psf). Although computed footing dimensions may be less, we recommend minimum widths of 16 inches for strip footings and 24 inches for square footings. The bottom of the footings should bear at least 1 foot below the adjacent exterior grade. For the loads indicated in the Project Description section, we anticipate that the total settlement will be less than 1 inch, and the differential settlement between adjacent similarly loaded footings will be less than % inch. Because of the granular nature of the subsurface soils, the majority of the settlement due to the dead loads should occur during construction and post- construction settlement should be minimal. Floor Slab A conventional slab -on -grade can be used for the ground floor of the structure. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the slab -on- grade. The floor slab should have a minimum thickness of 4 inches. Unless a monolithic foundation is used, we recommend isolating the ground floor slab from the column and wall foundations. Control joints should also be incorporated in the slab to control shrinkage cracks. The joints should be sawn as soon as the slabs can support loads, but not so soon as to cause raveling of the concrete surface and aggregate during sawing. Typically the cuts need to be made within two to eight hours after placement of the concrete (before shrinkage cracks can begin). A moisture barrier is recommended beneath the floor slab to prevent moisture migration from the underlying soil resulting in dampness of the slab. 3 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 1 1th Ave, Okeechobee, Florida Project No. PSL2162B -8 SITE PREPARATION RECOMMENDATIONS Stripping, Proofrolling and Proofcompaction Foundations and any below grade remains of any structures that were previously within the footprint of the proposed construction should be removed. Existing utilities should be located, properly capped at the property line and removed or rerouted around the footprint of the proposed construction. Septic tank remains and septic fields within the footprint of the proposed construction should be removed and the excavation backfilled with compacted lifts of suitable soil. Trees within the footprint of the proposed construction will have to be removed and the tree holes should be backfilled with thin lifts of compacted soil. The footprint of the building should be stripped of all surface vegetation, trees, roots, and other deleterious matter within and at least 5 feet beyond the perimeter of the proposed construction. The areas should be proofrotled and compacted with a minimum 10 -ton vibratory (or static if vibration is of concern) roller operating at a "slow walk" speed. The roller should make at least 6 overlapping passes over the entire cleared area, 3 passes in one direction and 3 more at a right angle to the first 3 passes. Proofrolling helps to detect any soft or loose zones and buried debris. If unstable areas are encountered, the project engineer or the geotechnical consultant should be advised, the matter investigated and the problem resolved. Because the initial proofrolling is very critical, we recommend that a representative of A. M. Engineering and Testing, Inc. monitor the operation. After proofrolling, the cleared areas should be compacted until the upper 2 feet of soil achieve a density of at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). A representative of A. M. Engineering and Testing, Inc. should check the compaction with field density tests prior to placing any fill. A vibratory roller may be used for stripped surface and fill compaction if existing structure(s) are of sufficient distance (generally 30 feet) away from the vibratory roller so that the structure(s) are not damaged by vibrations. If not, the proofrolling should be performed with a static roller. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. Alternative equipment, such as front -end loaders with buckets filled with soil, has been used successfully to attain the required compaction without the problem of vibration. 4 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Ave, Okeechobee, Florida Project No. PSL2I62B -8 Earthwork Recommendations Fill should be "clean" sand with less than 5 percent fines (percent of dry weight passing a U.S. No. 200 sieve). Higher fine contents can be used but more construction control is necessary. Hand operated equipment should be used when in close proximity to walls or other structures that could be adversely affected by vibrations or heavy equipment. The outer edges of the fill should extend sufficiently beyond the building to provide slopes with a minimum horizontal to vertical ratio of 4(H):1(V) from approximately five feet outside the building perimeter to the existing grade. The fill (including stemwall backfill) should be placed in 12 -inch thick compacted lifts with each lift compacted to at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). The compaction should be checked with field density tests. Footing Subgrade Preparation After the footings have been excavated, a representative of A. M. Engineering and Testing, Inc. should evaluate the bottom of the footings with respect to the boring data and assess if a suitable bearing layer is present. The upper 2 feet of soil below the bottom of footing must be compacted. Our representative should perform density tests to confirm that the density of the upper 2 feet of soil in the bottom of the footings is compacted to at least 95 percent of the modified Proctor maximum dry density (ASTM D 1557). We recommend a "jumping jack" type compactor for footing bottom compaction. Groundwater Control Ground water was encountered 7 and 71/4 feet below existing grade at the completion of the borings during our explorations. Some dewatering may be required for excavations that will extend to within 2 feet above the groundwater table and for deep excavations such as sewer and utility trenches. Although the actual dewatering methods should be determined by the contractor, the use of well points and sump pumps in the excavation usually is adequate for most dewatering operations. We recommend that the contract documents require an accurate determination of the ground water level immediately prior to initiating any dewatering operation. Positive drainage should be maintained at the site during construction and throughout the life of the project. 5 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Ave, Okeechobee, Florida Project No. PSL2162B -8 Vibration Monitoring Using vibratory compaction equipment at this site may disturb adjacent structures (generally structures within 30 feet of roller could be affected). Nearby structures should be monitored before and during proof - compaction. If disturbances are noted, the vibratory compaction should be halted immediately, and A. M. Engineering should be advised. We will review the construction progress, and evaluate if the subgrade has attained satisfactory compaction in compliance with our design assumptions. Alternative equipment, such as front -end loaders with buckets filled with soil, has been used successfully to attain the required compaction. Prior to beginning compaction operations, photographs of nearby structures can be taken to document the condition and visible cracking for claim purposes. CLOSURE This report is for the exclusive use of City of Okeechobee and the designers of the previously described project, and may only be applied to this specific project. The right to rely on this report may not be assigned without written permission of A. M. Engineering and Testing, Inc. This report has been prepared in accordance with generally accepted geotechnical engineering practices in the State of Florida. No other warranty, expressed or implied, is made. We do not guarantee performance in any respect, only that our work meets normal standards of professional care. Our recommendations are based on the project information furnished to us, the results of our field explorations and our past experience. They do not reflect variations in subsurface conditions that may exist between our borings and in unexplored areas of the site. The nature and extent of such variations may not become evident until further explorations are made or construction is underway. Should such variations be observed, we recommend that A. M. Engineering and Testing, Inc. be requested to observe the actual site conditions and re- evaluate our recommendations, if necessary. Environmental concerns, including (but not limited to) the possibility that hazardous materials or petroleum contaminated soils or groundwater may be present on the project site, were not included in the scope of work. Furthermore, our explorations did not include determination or delineation of "wetland" areas. GPS readings at a specific location are subject to some variability due to the satellite coverage and local conditions. An accuracy of approximately 20 feet is commonplace. 6 A. M. ENGINEERING AND TESTING, INC. Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11`h Ave, Okeechobee, Florida Project No. PSL2162B -8 A. M. Engineering and Testing, Inc. has appreciated the opportunity to assist you with this phase of your project. If you have any questions regarding this report or need any further information, please call us. Respectfully submitted, A. M. ENGINEERING AND TESTING, INC. in ld W. lvloler, P1'. !/ Senior Geotechnical Engineer Florida Registration No. 60675 A. M. ENGINEERING AND TESTING, INC.: Certificate of Authorization No. 6632 Attachments: Boring Location Plan SPT Boring Logs (3) Auger Boring Logs (1) Key to Soil Classification Copies: Client (2) David Alker Project Manager ILServer- amelCompanylAM DatalCuy of Okeechobee Engineering Department - Various - PSL2 /621City Barn and Garage, 500 NW 11th Ave, OkeelBoringsl8 - Reportdoc 7 Imagery Oato 1;1112011 f41' 1994 1 Goorrle 2 T-14 54 42" ^1 0503234VV elev 29 ft BORING LOCATION PLAN Geotechnical Exploration: Proposed City Barn and Garage Structure 500 NW 11th Avenue Okeechobee, Okeechobee County, Florida DATE: MARCH 8, 2010 PROJECT NO: PSL2162-8 A. M. ENGINEERING AND TESTING, INC. 590 N. W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 TEL: (772) 924-3575 FAX: (772) 924-3580 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 STANDARD PENETRATION TEST BORING (ASTM D -1586) Client: City of Okeechobee Project: City Barn and Garage Structure, 500 NW 11th Avenue Okeechobee, Okeechobee County, Florida Elevation: Existing Grade Water Level: 7 feet after 0 hours Drilling Fluid commenced at depth of 10 feet Hand Auger with Hand Cone Pentrometer Test (HCP in list) performed in top 4 feet Project No.: PSL2162 Lab No.: 8 Page: 1 of 1 Date: Mar. 8, 11 Drill Rig: Simco -24 Field Party: C.J. / J.C. TEST LOCATION: SPT - 1 N27.24846° W80.84192° Laboratory Tests Depth (feet) Blows/ 6 in. N Value Sample No. Layer: From /to USCS DesCri tion p Passing No. 200 Moisture Content Organic Content 0 ' /z Light brown fine sand, some shell fragments — 0 1 , _; } '/2 - 2 Dark gray fine sand, trace silt, trace shell — e k& ;�r 1 fragments 2 r� — 2 - 3 Very dark brown fine sand, little silt r $ it }. .; +.,,, ": 2 3 - 5 Light gray fine sand __ 4 ' i'�� aW: .,t _ 3 5 4 6 10 3 5 - 6Y2 Very dark brown fine sand, little silt 6 10 7 _ 7 6 61/2 - 81/2 Dark yellowish brown fine sand, trace silt — 7 13 4 8 7 3 9 3 81/2 - 12 Brown fine sand, trace silt _ 3 6 5 10 3 — 11 Drilled loose 10 to 13 feet — 12 — 12 - 15 Light gray fine sand, some silt and clay 13 — _ 5 14 5 — 5 10 6 15 4 Terminated boring at 15 feet 16 17 18 — 19 — A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 STANDARD PENETRATION TEST BORING (ASTM D -1586) Client: Project: Elevation: City of Okeechobee City Barn and Garage Structure, 500 NW llth Avenue Okeechobee, Okeechobee County, Florida Existing Grade Water Level: 7Y4 feet after 0 hours Drilling Fluid commenced at depth of 8 feet Project No.: PSL2162 Lab No.: 8 Page: 1 of 1 Date: Mar. 8, 11 Drill Rig: Simco -24 Field Party: C.J. / J.C. TEST LOCATION: SPT - 2 Laboratory Tests Depth (feet) Blows/ 6 in. N value Sample No. Layer: From /to USCS Description Passing No. 200 Moisture Content Organic Content 2 0 - 2 Brownish gray fine sand, trace silt, trace shell 0 3 fragments, trace fine roots — I 4 7 1 2 6 — 2 - 3 Very dark brown fine sand, little silt, trace shell 4 3 5 fragments, trace rock pieces 3- 5 Light gray fine sand 4 9 2 4 6 4 5 5 5 - 7 Very dark brown fine sand, little silt 5 10 3 6 7 6 7 7 6 13 4 7 - 8 Dark yellowish brown fine sand, little silt 7 8 8 - 12 Brown fine sand, trace silt 2 9 2 — 2 4 5 10 2 — II . Drilled loose 10 to 13 feet — 12 — 12 - 14 Light gray fine sand, some silt and clay 13 4 14 4 — 14 - 15 Light brownish gray fine sand, little silt 5 9 6 15 5 Terminated borings at 15 feet 16 — 17 — 18 19 — A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE, PORT ST. LUCIE, FLORIDA 34986 PHONE: (772) 924 -3575 - FAX: (772) 924 -3580 STANDARD PENETRATION TEST BORING (ASTM D -1586) Client: City of Okeechobee Project: City Barn and Garage Structure, 500 NW 11th Avenue Okeechobee, Okeechobee County, Florida Elevation: Existing Grade Water Level: 7/ feet after 0 hours Drilling Fluid commenced at depth of 10 feet Project No.: PSL2162 Lab No.: 8 Page: 1 of 1 Date: Mar. 8, 11 Drill Rig: Simco -24 Field Party: C.J. / J.C. TEST LOCATION: SPT - 3 Laboratory Tests Depth (feet) Blows/ 6 in. N Value Sample No. Layer: From /to USCS Description Passing No. 200 Moisture Content Organic Content 2 0 - 2 Dark brownish gray fine sand, trace silt, trace 1 4 fine roots, trace rock pieces — _ 3 7 1 2 5 ..•-• 7 2 - 4 Light gray fine sand 3 6 _ 5 11 2 4 5 • — 4 - 5 Brown fine sand, trace silt 5 5 4 _ _ 5 - 6 Very dark brown fine sand, little silt 5 9 3 6 4 . — 6 - 91/2 Brown fine sand, little silt 4 - - -- 7 5 4 9 4 8 4 — 2 3 — 9 2 5 5 10 3 91/2 - 11 Dark brown fine sand, trace silt — — 11 Drilled loose 10 to 11 feet 11 - 13'h Light gray fine sand, some silt and clay 12 — 13 Drilled firm 11 to 13 feet 4 14 3 131/2 - 15 Light gray fine sand, little silt — 3 6 6 — 15 4 Terminated boring at 15 feet 16 . — — 17 18 . . — 19 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924 -3575 OFFICE — (772) 924 -3580 FAx AUGER BORING LOGS WITH HAND CONE PENETROMETER (HCP) TESTS Client: City of Okeechobee Project: City Barn and Garage Structure, 500 Northwest 11th Avenue Okeechobee, Okeechobee County, Florida Elevation: Existing Grade Project No: Lab No: Test Date: Technician: PSL2162 8 March 8, 2011 C. Johnson /J.Cristales TEST LOCATION: AB - 1 HCP Depth (feet) Description (color, texture, consistency, remarks) Depth Reading 0 — 1 /2 Brownish gray fine sand, trace silt, trace well pieces, trace shell fragments Dark brown fine sand, little silt 1 2 80+ 80+ 11/2 - 2 2 — 41/2 Light gray fine sand 3 65 4'/2 - 5'/2 Very dark brown fine sand, little silt 4 50 51/2 - 6 Brown fine sand, little silt 5 80+ 6 60 Water table no encountered within 6 feet below ground surface 11Server- amelCompanylAM DatalCity of Okeechobee Engineering Department - Various - PSL21621City Barn and Garage, 500 NW 11th Ave, OkeelAorings18 - AB (I).doc KEY TO SOIL CLASSIFICATION CLASSIFICATION OF SOIL CONSTITUENTS BY PARTICLE SIZE (ASTM D 2487 and 2488) Category Particle Diameter Silt and Clay Soil passing a No. 200 (75 -pm) sieve Sand Fine — Particles of rock passing the No. 40 (425 -p.m) sieve and retained on the No. 200 (75 -p.m) sieve Medium — Particles of rock passing the No. 10 (2.00 -mm) sieve and retained on the No. 40 (425 -µm) sieve Coarse — Particles of rock passing the No. 4 (4.75 -mm) sieve and retained on the No. 10 (2.00 -mm) sieve Gravel Fine — Particles of rock passing the Y4-in. (19 -mm) sieve and retained on the No. 4 (4.75 -mm) sieve Coarse — Particles of rock passing the 3 -in. (75 -mm) sieve and retained on the 374 -in. (19 -mm) sieve Cobbles Particles of rock passing 12 -in. square opening and retained on a 3 -in. (75 -mm) sieve Boulders Particles of rock that will not pass a 12 -in. square opening AMOUNT OF CONSTITUENTS IN SOIL* COARSE AND FINE GRAINED SOILS (Sand, Gravel, Silt, Clay, Shell Fra ments, etc.) ORGANIC SOILS: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Content of Minor Soil Constituents Modifier Organic Content Modifier < 5% Trace Slightly to <25 / ic Hi hl Organic 5% to 12% Little le 12% to 30% Some 25% to 75% Muck 30% to 50% And >75% Peat *Approximations based on visual examination of samples and results of available laboratory testing. In general accordance with test methods ASTM D 2487 and ASTM D 2488. CORRELATION OF RELATIVE DENSITY AND CONSISTENCY: SPT BORING (ASTM D 1586), CPT SOUNDING (ASTM D 3441), AND HCP TEST Granular Soils (Sands and Gravels > 50 %) Cohesive Soils (Silts and Clays >50 %) SPT N- Value* CPT Cone Bearing Value ** HCP Cone Bearing Value * ** Relative Soil Density SPT N- Value* CPT Cone Bearing Value ** HCP Cone Bearing Value * ** Relative Soil Density 0 -4 0 -20 0 -20 Very loose <2 0 -3 0 -20 Very soft 5 —10 21 — 40 20 — 35 Loose 2 — 4 4 - 6 20 — 35 Soft 11 — 30 41 — 120 35+ Medium Dense 4 — 8 7 —12 35-1 Firm 31 — 50 121 — 200 Dense 8 — 15 13 — 25 Stiff 50+ 200+ Very Dense 15 — 30 25 — 50 Very stiff > 30 Over 50 I lard * Standard Penetration Test (SPT) N -Value Blow Counts for 12 inches. ** Cone Penetrometer Test (CPT) Cone Tip Resistance Values (in tsf). * ** Hand Cone Penetrometer Test (HCP) Cone Tip Resistance (in ksf), may not be applicable for some cohesive soils. Page 1 of 1 Betty Clement From: "David Alker" <dalker @amengineering.net> To: <drobertson @cityofokeechobee.com> Sent: Monday, March 07, 2011 11:26 AM Attach: Geo Proposal - City Barn and Garage.pdf Subject: Geo Proposal for Okeechobee Barn and Garage Hello Donny, The proposal is attached and we'll get it scheduled. If you have a site plan in pdf or one that could be faxed, please send it to me. Please call with any questions. Thanks, Dave David Alker, Principal / Project Coordinator A. M. Engineering and Testing, Inc. 590 N.W. Mercantile Place Port St. Lucie, Florida 34986 Phone 772 - 924 -3575 Fax 772 - 924 -3580 Mobile 772 -216 -7714 dalker @amengineering.net www.amengineering.net /4 51' '4' fi4— r,4„,./ a,t— 3/7/2011 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924 -3575 OFFICE - (772) 924 -3580 FAX March 7, 2011 City of Okeechobee 55 SE 3`d Avenue Okeechobee, Florida Re: Proposal for Geotechnical Exploration for City Barn and Garage Structure 500 Northwest 11th Avenue, Okeechobee, Florida Ladies and Gentlemen: Per our discussions, A. M. Engineering and Testing, Inc. is pleased to submit this proposal for performing a geotechnical exploration for the referenced project. We understand that the project comprises an approximately 8,000 square foot metal building. Our report will include the results of our field exploration, recommendations for foundation design, and a recommended site preparation procedure. We understand the site is accessible to our truck - mounted drilling equipment. If there are underground utilities near the boring locations, we should be notified prior to our field work to take the necessary precautions. Mobilization. etc. Mobilization/demobilization, 1 Each @ Lump Sum $200 Test Borings in Building Areas Three (3) 15 -Foot Test Borings, 45 Feet @ $12 /ft. 540 Engineering Coordination, Evaluation and Report Senior Project Engineer, 2 hours @ $125/hr. 250 TOTAL $990 If inconsistent or unsuitable soil conditions warrant additional explorations, testing and /or engineering analysis, the same unit prices would apply. You would be notified prior to any additional work being performed. A. M. ENGINEERING AND TESTING, INC. WORK AUTHORIZATION CONTRACT/PROPOSAL ACCEPTANCE FORM A. M. EINGEERING AND TESTING, INC. ( "AMET ") is pleased to provide the services described below. This agreement ( "Agreement ") sets forth the terms and conditions under which AMET will provide services. If the terms and conditions meet with your approval, please sign the Agreement and return the original to AMET. Upon the execution of this Agreement by both parties, AMET shall be authorized to proceed with services and the parties shall be bound by the terms and conditions of this Agreement. PROJECT NAME: Proposal for Geotechnical Exploration for City Barn and Garage Structure PROJECT LOCATION: 500 Northwest 11th Avenue, Okeechobee, Florida CLIENT NAME: City of Okeechobee DATE: 4101009 2 , 1 CLIENT ADDRESS: 55 SE 3 "d Avenue, Okeechobee, Florida PHONE: 863- 634 -3635 ATTENTION: Donnie Robertson E -Mail: drobertson@cityofokeechobee.com I. Scope of Services & Understanding of Project (See attached proposal or as indicated below) See attached proposal II. Contract Documents. The following documents ( "Contract Documents ") form part of this Agreement and are incorporated herein by reference: BY (Signature): A. AMET General Conditions BY (Signature) B. AMET Proposal Dated February 17, 2011 and attached hereto C. Plans, reports, specifications and other documents and exhibits provided by Client to AMET and described as follows: L4.4wt5 di:iierrOt2 In the event of any inconsistency or conflict among the Contract Documents, the provision in that Contract Document first listed above shall govern. III. If AMET should send its billing invoice to a third party, Client should provide the necessary information in this Section. However, Client is responsible for payment of all services rendered by AMET pursuant to this Agreement. Firm: Address: City Zip Attention: Title CLIENT: A. M. ENGINEERING AND TESTING, INC. BY (Signature): ��`;y1? 4 �lyf�r� BY (Signature) DATE: L/ tf _ 7� % DATE: TITLE: /%zjl G L4.4wt5 di:iierrOt2 TITLE: Please return executed original Agreement to A. M. Engineering and Testing, Inc. 590 N.W. Mercantile Place, Port St. Lucie, Florida 34986 FAX 772 - 924 -3580 PHONE 772 - 924 -3575 dalker @amengineering.net SECTION 7: DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS Initials 7.1 Client warrants that Client has informed Consultant of all known or suspected Hazardous Materials on or near the project site. 7.2 The term "Hazardous Materials" includes hazardous materials (40 CFR 172.01), hazardous wastes (40 CFR 261.2), hazardous substances (40 CFR 300.6) petroleum products, polychlorinated biphenyls, asbestos, substances defined or listed as "hazardous substances" or "toxic substances" or similarly identified in or pursuant to the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, 42 U.S.C.A. SS 9601 et seq.; "hazardous materials" identified in or pursuant to the Hazardous Materials Transportation Act, as amended, 49 U.S.C.A. SS 1802 et seq.; "hazardous wastes" identified in or pursuant to The Resource Conservation and Recovery Act, as amended, 42 U.S.C.A. SS 9601 et seq.; any chemical substances or mixturc regulated under the Toxic Substance Control Act of 1976, as amended, 15 U.S.C.A. SS 2601 et seq.; any "toxic pollutant" under the Clear Water Act, as amended, 33 U.S.C.A. SS 1251 et seq.; any hazardous air pollutant under the Clear Air Act, as amended, 42 U.S.C.A. SS 7901 et seq.; and any hazardous or toxic substance or pollutant now or later regulated under any other federal, state or local laws. 7.3 Client acknowledges that Hazardous Materials may exist at a site where there is no reason to believe they could or should be present. Consultant and Client agree that the discovery of unanticipated Hazardous Materials constitutes a changed material condition of this Agreement. Upon discovery of unanticipated Hazardous Materials, Consultant shall have the option, in its sole discretion, to terminate this Agreement, be paid for all services rendered through the date of termination, and have no further liability with respect to this Agreement; or Consultant may, in its sole discretion, agree to continue to perform its services, provided, however, that Consultant shall be receive additional compensation at its customary rates for any change in the scope or nature of its work related to the presence of the Hazardous Materials. Consultant and Client also agree that the discovery of unanticipated Hazardous Materials may make it necessary for Consultant to take immediate action to protect health and safety. Client agrees to compensate Consultant for any equipment decontamination or other costs incident to the discovery of unanticipated Hazardous Material. Client is responsible for removal, and all costs associated with removal, of all Hazardous Materials from the project site. 7.4 Consultant agrees to notify Client when unanticipated Hazardous Materials or suspected Hazardous Materials are encountered. Client agrees to make any disclosures required by law to the appropriate goveming agencies. Client also agrees to hold Consultant harmless for any and all consequences of disclosures made by Consultant which are required by governing law. In the event the project site is not owned by Client, Client recognizes that it is the Client's responsibility to inform the property owner of the discovery of unanticipated Hazardous Materials or suspected Hazardous Materials. 7.5 Notwithstanding any other provision of the Agreement, Client waives any claim against Consultant, and to the maximum extend pemtitted by law, agrees to defend, indemnify, and save Consultant harmless from any claim or liability, including Consultant's reasonable attorneys' fess and other defense costs, for injury or loss arising from or related to Consultant's discovery of unanticipated Hazardous Materials or suspected Hazardous Materials including any costs created by delay of the project and any cost associated with possible reduction of the property's value. Client will be responsible for ultimate disposal of any samples secured by the Consultant, which are found to be contaminated by Hazardous Materials. SECTION 8: RISK ALLOCATION 8.1 Client agrees that Consultant's liability for any damage on account of any error, omission, or other professional negligence will be limited to a sum not to exceed $50,000 or Consultant's fee, whichever is greater. If Client prefers to have higher limits on professional liability, Consultant agrees to increase the limits up to a maximum of $1,000,000 upon Client's written request at the time of accepting Consultant's proposal provided that Client agrees to pay an additional consideration of four (4 %) percent of the total fee, or $400, whichever is greater. The additional charge for the higher liability limits is because of the greater risk assumed and is not strictly a charge for additional professional liability insurance. SECTION 9: INSURANCE 9.1 The Consultant represents and warrants that it and its employees, agents, staff, and consultants employed by it, is and are protected by workers' compensation insurance and that Consultant has such coverage under public liability and property damage insurance policies which the Consultant deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, Consultant agrees to indemnify and save Client harmless from and against loss, damage, or liability arising from negligent acts by Consultant, its employees, agents, staff, and consultants employed by it. The Consultant shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance or the limits described in Section 6, whichever is less. The Client agrees to defend, indemnify and save Consultant harmless for loss, damage or liability, including Consultant's reasonable attorneys' fees, arising from or related to acts or omissions by Client and/or its employees, agents, staff, and /or other consultants employed by Client. SECTION 10: DISPUTE RESOLUTION 10.1 Venue of any action, proceeding, mediation shall be in Palm Beach County, Florida. 10.2 The prevailing party in any legal or equitable action will be entitled to recover from the non - prevailing party of all of its costs incurred, including without limitation, reasonable attorney's fees (at trial, and on appeal), staff time, court costs, staff time, and other litigation expenses. VOUCHER CITY OF OKEECHOBEE 55 S.E. THIRD AVENUE OKEECHOBEE, FL 34974 -2932 863 - 763 -3372 FAX: 863-763-1686 TO: A.M. Engineering and Testing Inc 590 NW Mercantile Place Port St. Lucie, FL 34986 DATE: 4/25/2011 ITEM NO. ACCOUNT NO. QTY. UNIT DESCRIPTION UNIT 1 301 - 549 -6400 Invoice # 52267 4/14/11 Density test on new PW Bldg. TOTAL $133.50 $133.50 t r2 AUTHORIZED SIGNATURE PARTIAL FINAL4 CITY OF OKEECHOBEE IS EXEMPT FROM FEDERAL EXCISE AND TRANSPORTATION TAXES AND STATE SALES TAX. EXEMPTION CERTIFICATE WILL BE SIGNED UPON REQUEST. STATE SALES TAX EXEMPTION NO. 57- 03- 004145 -54c FEDERAL I.D.NO. 59 -6000 -393. RECi6 E :AP% 1 2011 dsm, A. M. Engineering and Testing, Inc. 590 N.W. Mercantile Place Port St. Lucie, FL 34986 Phone 772 - 924 -3575 Fax 772 - 924 -3580 BILL TO City of Okeechobee Building Department 5.5 SE 3rd Avenue Okeechobee, FL 34974 PHONE NUMBER 863- 763 -3372 Invoice DAIE INVOICE # 4/14/2011 52267 PROJECT NO. PSL2162 DUE DATE 5/14/2011 TERMS Net 30 days PROJECT 500 NW 11th Avenue, Okeechobee DESCRIPTION QTY RATE AMOUNT Density Tests on Maintenance Shed, Lab No. 9 Technician Time 3 1.5 22.00 45.00 66.00 67.50 If you have any questions regarding this invoice, please contact Jessica Sapp @ 772 -924 -3575 Ext. 101. Please note that if your invoice is not paid by the due date you will he assessed our annual percentage rate of 18% on the past due balance. Total $133.50 Balance Due $133.50 RECE)VEC AP? A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924 -3575 FAX: (772) 924 -3580 DENSITY OF SOIL IN PLACE Client: Contractor: Site: City of Okeechobee 55 SE 3rd Avenue Okeechobee, Florida 34974 Client 500 Northwest 11th Avenue Okeechobee, Okeechobee County, Florida Maintenance Barn Report Date: Project No.: Lab No.: Technician: Page No.: Permit No.: April 11, 2011 PSL2162 9 R. Marchand 1 of 1 Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D 6938, Density of Soil in Place by Nuclear Methods. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. • The depth of the fill was approximately five inches. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. Diald W. Moler, 7/4,-//, DWM /em Florida Registration No. 60675 S IAM DatalCrty of Okeechobee Engineering Department - Various - PSL2I621Cr0, Barn and Garage, 500 NW IIth Ave, Okeel9 - Maintenance Barn - Den Field Test Reulsts Proctor Max Compaction Test Date Elevation Dry Probe Dry In Min Pass/ No. Tested Location (ft) H2O Density Depth Density Place Req'd Fail % (pct) (in) (pct) ( %) ( %) 1 4/4/11 Southeast Corner 0 - 1 7.9 110.1 12 112.3 98.0 98 P 2 Center Area 0 - 1 6.8 111.2 12 112.3 99.0 98 P 3 Northwest Corner 0 - 1 7.5 110.5 12 112.3 98.4 98 P Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D 6938, Density of Soil in Place by Nuclear Methods. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO T 180. • The depth of the fill was approximately five inches. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. Diald W. Moler, 7/4,-//, DWM /em Florida Registration No. 60675 S IAM DatalCrty of Okeechobee Engineering Department - Various - PSL2I621Cr0, Barn and Garage, 500 NW IIth Ave, Okeel9 - Maintenance Barn - Den RECEIVED APR 1 2011 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 OFFICE: (772) 924 -3575 FAX: (772) 924 -3580 DENSITY OF SOIL IN PLACE Client: Contractor: Site: City of Okeechobee 55 SE 3rd Avenue Okeechobee, Florida 34974 Client 500 Northwest 11th Avenue Okeechobee, Okeechobee County, Florida Maintenance Barn Report Date: Project No.: Lab No.: Technician: Page No.: Permit No.: April 11, 2011 PSL2162 9 R. Marchand 1 of 1 Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D 6938, Density of Soil in Place by Nuclear Methods. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO '1' 180. • The depth of the fill was approximately five inches. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. DDrfiafd W. Moler" , _ 7/� DWM /em Florida Registration No. 60675 S :IAM DatalCuy of Okeechobee Engineering Department - Various - PSL21621City Barn and Garage, 500 NW l 1 th Ave, Okeel9 - Maintenance Barn - Den. Field Test Reulsts Proctor Max Compaction Test Date Elevation Dry Probe Dry In Min Pass/ No. Tested Location (ft) H2O Density Depth Density Place Req'd Fail (pct) (in) (pet) ( %) ( %) 1 4/4/11 Southeast Corner 0 - 1 7.9 110.1 12 112.3 98.0 98 P 2 Center Area 0 - 1 6.8 111.2 12 112.3 99.0 98 P 3 Northwest Corner 0 - 1 7.5 110.5 12 112.3 98.4 98 P Remarks: • Elevations are below bottom of slab. • Field density tests were performed in general compliance with ASTM D 6938, Density of Soil in Place by Nuclear Methods. • Laboratory Proctor maximum dry density was determined in accordance with AASHTO '1' 180. • The depth of the fill was approximately five inches. The fill should extend at least five feet beyond the building perimeter. At the time of our testing no information was available regarding the foundation pad setbacks. Distribution: Reviewed by: Client - 2 A. M. ENGINEERING AND TESTING, INC. DDrfiafd W. Moler" , _ 7/� DWM /em Florida Registration No. 60675 S :IAM DatalCuy of Okeechobee Engineering Department - Various - PSL21621City Barn and Garage, 500 NW l 1 th Ave, Okeel9 - Maintenance Barn - Den. Page 1 of 1 Betty Clement From: "David Alker" <dalker @amengineering.net> To: <drobertson @cityofokeechobee.com> Sent: Monday, March 07, 2011 11:26 AM Attach: Geo Proposal - City Barn and Garage.pdf Subject: Geo Proposal for Okeechobee Barn and Garage Hello Donny, The proposal is attached and we'll get it scheduled. If you have a site plan in pdf or one that could be faxed, please send it to me. Please call with any questions. Thanks, Dave David Alker, Principal / Project Coordinator A. M. Engineering and Testing, Inc. 590 N.W. Mercantile Place Port St. Lucie, Florida 34986 Phone 772 - 924 -3575 Fax 772 - 924 -3580 Mobile 772 -216 -7714 dal ker®amengi neeri ng.net www.amengineering.net 3/7/2011 A. M. ENGINEERING AND TESTING, INC. 590 N.W. MERCANTILE PLACE PORT ST. LUCIE, FLORIDA 34986 (772) 924 -3575 OFFICE - (772) 924 -3580 FAX March 7, 2011 City of Okeechobee 55 SE 3`d Avenue Okeechobee, Florida Re: Proposal for Geotechnical Exploration for City Barn and Garage Structure 500 Northwest 11th Avenue, Okeechobee, Florida Ladies and Gentlemen: Per our discussions, A. M. Engineering and Testing, Inc. is pleased to submit this proposal for performing a geotechnical exploration for the referenced project. We understand that the project comprises an approximately 8,000 square foot metal building. Our report will include the results of our field exploration, recommendations for foundation design, and a recommended site preparation procedure. We understand the site is accessible to our truck - mounted drilling equipment. If there are underground utilities near the boring locations, we should be notified prior to our field work to take the necessary precautions. Mobilization, etc. Mobilization/demobilization, 1 Each @ Lump Sum $200 Test Borings in Building Areas Three (3) 15 -Foot Test Borings, 45 Feet @ $12/ft. 540 Engineering Coordination, Evaluation and Report Senior Project Engineer, 2 hours @ $125/hr. 250 TOTAL $990 If inconsistent or unsuitable soil conditions warrant additional explorations, testing and/or engineering analysis, the same unit prices would apply. You would be notified prior to any additional work being performed. A. M. ENGINEERING AND TESTING, INC. Proposal for Geotechnical Exploration Okeechobee City Barn and Garage A. M. Engineering and Testing, Inc. has appreciated the opportunity to be considered for this project. If the above proposal is accepted, please sign below and sign and date the appropriate spaces on the attached work authorization and initial the upper right hand corner of the general condition pages. If you have any questions, please call David Alker at 772- 924 -3575. Respectfully s . itted, A. M. EN t I RING AND TESTING, INC. Accepted by: Da • Alker, Principal "Project Coordinator Date 11. Server- amelcompanylGeo Exploration Tracking\Proposals - Drdlingll Proposal - Masters CommerczallStandard Commercial Proposal doc 2 A. M. ENGINEERING AND TESTING, INC. WORK AUTHORIZATION CONTRACT/PROPOSAL ACCEPTANCE FORM A. M. EINGEERING AND TESTING, INC. ( "AMET ") is pleased to provide the services described below. This agreement ( "Agreement ") sets forth the terms and conditions under which AMET will provide services. If the terms and conditions meet with your approval, please sign the Agreement and return the original to AMET. Upon the execution of this Agreement by both parties, AMET shall be authorized to proceed with services and the parties shall be bound by the terms and conditions of this Agreement. PROJECT NAME: Proposal for Geotechnical Exploration for City Ram and Garage Structure PROJECT LOCATION: 500 Northwest llth Avenue, Okeechobee, Florida CLIENT NAME: City of Okeechobee /71.0, re- 7,2o// DATE: Velfaib7PtiKIP171 PHONE: 863 - 634 -3635 CLIENT ADDRESS: 55 SE 3rd Avenue, Okeechobee, Florida ATTENTION: Donnie Robertson E -Mail: dobertson@cityofokeechobee.com I. Scope of Services & Understanding of Project (See attached proposal or as indicated below) See attached proposal II. Contract Documents. The following documents ( "Contract Documents ") form part of this Agreement and are incorporated herein by reference: V A. AMET General Conditions B. AMET Proposal Dated February 17, 2011 and attached hereto C. Plans, reports, specifications and other documents and exhibits provided by Client to AMET and described as follows: In the event of any inconsistency or conflict among the Contract Documents, the provision in that Contract Document first listed above shall govern. III. If AMET should send its billing invoice to a third party, Client should provide the necessary information in this Section. However, Client is responsible for payment of all services rendered by AMET pursuant to this Agreement. Firm: Address: City Zip Attention: Title CLIENT: A. M. ENGINEERING AND TESTING, INC. BY (Signature): V BY (Signature) DATE: DATE: TITLE: TITLE: Please return executed original Agreement to A. M. Engineering and Testing, Inc. 590 N.W. Mercantile Place, Port St. Lucie, Florida 34986 FAX 772 - 924 -3580 PHONE 772 - 924 -3575 dalker @amengineering.net A. M. Engineering and Testing, Inc. GENERAL CONDITIONS Initials SECTION 1: RESPONSIBILITIES 1.1 A. M. Engineering and Testing, Inc. (referred to in these General Conditions as "Consultant "), shall provide the services described under the "Scope of Services & Understanding of Project" section of the Agreement. Consultant shall make its recommendations to Client, but Consultant shall have no liability for Client's failure to follow Consultant's recommendations. 1.2 Client shall provide Consultant with documents, records and other information necessary for Consultant to perform its services, including without limitation, maps, site plans, reports, surveys and designs, all site condition information referenced in Section 3 below, and all other information requested by Consultant, that in Consultant's opinion, is necessary for Consultant to perform its services. Client shall provide Consultant access to the worksite as set forth in Section 3 below. Client shall pay Consultant for its services in accordance with Section 5 below. Changes in the nature and scope of the Consultant's work will be permitted if, in the Consultant's sole opinion, such changes are feasible. Consultant shall receive additional compensation for all changes in scope or nature of services to be performed. Unless by other express written agreement, Consultant will be compensated for all changes in the scope or nature of its services at the customary rate charged by Consultant for the same or similar services. Time is of the essence with respect to Client's obligations set forth in this Section. SECTION 2: STANDARD OF CARE 2.1 Services performed by the Consultant under this Agreement shall be performed in a manner consistent with the level of care and skill ordinarily exercised by members of the Consultant's profession practicing contemporaneously under similar conditions in the locality of the project. No other warranty, expressed or implied, is made by Consultant. 2.2 The Client recognizes and acknowledges that subsurface conditions may vary from those observed at locations where borings, surveys, or other explorations are made, and that site conditions may change with time. Data, interpretations, opinions and recommendations by the Consultant will be based solely on information available to the Consultant at the time of service. The Consultant is responsible for those data, interpretations, opinions and recommendations that are based upon the conditions existing at the time of service. The Consultant's data, interpretations, opinions and recommendations are for the sole and exclusive use of the Client with respect to the specific project for which the services are rendered. The Client shall not allow any third party to use or rely upon the Consultant's data, interpretations, opinions or recommendations without first obtaining the Consultant's express written permission. Without such express written permission, the Consultant shall have no liability for the use of, or reliance upon, the Consultant's data, interpretations, opinions or recommendations by any person or entity that is not a party to the Agreement. SECTION 3: SITE ACCESS AND SITE CONDITIONS 3.1 Client represents that it has authority to grant, and will grant Consultant, free and unfettered access to the project site for all equipment and personnel necessary for the Consultant to perform the work set forth in this Agreement. The Client will notify any and all possessors of the project site that Client has granted Consultant free and unfettered access to the site. The Consultant will take reasonable precautions to minimize damage to the site, but it is understood and acknowledged by Client that, in the normal course of Consultant's work, some damage may occur, including without limitation, damage to sprinkler systems, gas lines, septic tanks, water lines and landscaping (such as tire ruts). Subject to the Consultants agreement in Section 3.2 below to take reasonable precautions to avoid damagc to known subterranean structures, the Consultant shall have no liability or responsibility for the repair or correction of such damage unless expressly specified in the Proposal and made part of this Agreement. 3.2 The Client is responsible for identifying, marking and supplying the Consultant with accurate locations of all subterranean pipes, lines, wires, mains, systems, structures, utilities, any other thing of value, and any thing which could pose a danger if damaged. The Consultant will take reasonable precautions to avoid known subterranean structures, and the Client waives any claim against Consultant, and agrees to defend, indemnify, and hold Consultant harmless from any claim or liability for injury or loss, arising from or related to damage done by Consultant to subterranean structures and utilities whose accurate location is not supplied by Client to Consultant, including without limitation, the Consultant's reasonable attorneys' fees and compensation to Consultant for any time spent or expenses incurred by Consultant in defense of any such claim with compensation to be based upon Consultant's then prevailing fee schedule and expense reimbursement policy. SECTION 4: SAMPLE OF OWNERSHIP AND DISPOSAL 4.1 Soil or water samples obtained from the project during performance of the work shall remain the property of the Client. 4.2 The Consultant will dispose of or return to Client all remaining soils and rock samples 60 days after submission of report covering those samples. Further storage or transfer of samples can be made at Client's expense upon Client's prior written request. SECTION 5: BILLING AND PAYMENT 5.1 Consultant will submit invoices to Client monthly or upon completion of services. Invoices will specify charges for personnel and expense classifications. 5.2 Payment is due 30 days after presentation of invoice and is past due 31 days from invoice date. Client agrees to pay a finance charge of one and one -half percent (1 -1/2 %) per month, or the maximum rate allowed by law, whichever is greater, on past due accounts. 5.3 Client shall pay Consultant for all costs and expenses incurred by Consultant to collect any sum(s) due and owing by Client to Consultant, including without limitation, reasonable attorneys' fees, court costs, Consultant's time, and Consultant's expenses. SECTION 6: OWNERSHIP OF DOCUMENTS 6.1 All reports, boring logs, field data, field notes, laboratory test data, calculations, estimates, and other documents prepared by the Consultant, as instruments of services, shall remain the property of the Consultant. 6.2 Client agrees that all reports and other work furnished to the Client or his agents, which are not paid for, will be returned upon demand and will not be used by the Client for any purpose. 6.3 The Consultant will retain all records which Consultant deems pertinent and relating to the services performed for a period of five years following submission of the report, during which period the records will be made available to the Client for review during normal business hours upon reasonable request. SECTION 7: DISCOVERY OF UNANTICIPATED HAZARDOUS MATERIALS Initials 7.1 Client warrants that Client has informed Consultant of all known or suspected Hazardous Materials on or near the project site. 7.2 The term "Hazardous Materials" includes hazardous materials (40 CFR 172.01), hazardous wastes (40 CFR 261.2), hazardous substances (40 CFR 300.6) petroleum products, polychlorinated biphenyls, asbestos, substances defined or listed as "hazardous substances" or "toxic substances" or similarly identified in or pursuant to the Comprehensive Environmental Response, Compensation and Liability Act of 1980, as amended, 42 U.S.C.A. SS 9601 et seq.; "hazardous materials" identified in or pursuant to the Hazardous Materials Transportation Act, as amended, 49 U.S.C.A. SS 1802 et seq.; "hazardous wastes" identified in or pursuant to The Resource Conservation and Recovery Act, as amended, 42 U.S.C.A. SS 9601 et seq.; any chemical substances or mixture regulated under the Toxic Substance Control Act of 1976, as amended, 15 U.S.C.A. SS 2601 et seq.; any "toxic pollutant" under the Clear Water Act, as amended, 33 U.S.C.A. SS 1251 et seq.; any hazardous air pollutant under the Clear Air Act, as amended, 42 U.S.C.A. SS 7901 et seq.; and any hazardous or toxic substance or pollutant now or later regulated under any other federal, state or local laws. 7.3 Client acknowledges that Hazardous Materials may exist at a site where there is no reason to believe they could or should be present. Consultant and Client agree that the discovery of unanticipated Hazardous Materials constitutes a changed material condition of this Agreement. Upon discovery of unanticipated Hazardous Materials, Consultant shall have the option, in its sole discretion, to terminate this Agreement, be paid for all services rendered through the date of termination, and have no further liability with respect to this Agreement; or Consultant may, in its sole discretion, agree to continue to perform its services, provided, however, that Consultant shall be receive additional compensation at its customary rates for any change in the scope or nature of its work related to the presence of the Hazardous Materials. Consultant and Client also agree that the discovery of unanticipated Hazardous Materials may make it necessary for Consultant to take immediate action to protect health and safety. Client agrees to compensate Consultant for any equipment decontamination or other costs incident to the discovery of unanticipated Hazardous Material. Client is responsible for removal, and all costs associated with removal, of all Hazardous Materials from the project site. 7.4 Consultant agrees to notify Client when unanticipated Hazardous Materials or suspected Hazardous Materials are encountered. Client agrees to make any disclosures required by law to the appropriate governing agencies. Client also agrees to hold Consultant harmless for any and all consequences of disclosures made by Consultant which are required by governing law. In the event the project site is not owned by Client, Client recognizes that it is the Client's responsibility to inform the property owner of the discovery of unanticipated Hazardous Materials or suspected Hazardous Materials. 7.5 Notwithstanding any other provision of the Agreement, Client waives any claim against Consultant, and to the maximum extend permitted by law, agrees to defend, indemnify, and save Consultant harmless from any claim or liability, including Consultant's reasonable attorneys' fess and other defense costs, for injury or loss arising from or related to Consultant's discovery of unanticipated Hazardous Materials or suspected Hazardous Materials including any costs created by delay of the project and any cost associated with possible reduction of the property's value. Client will be responsible for ultimate disposal of any samples secured by the Consultant, which are found to be contaminated by Hazardous Materials. SECTION 8: RISK ALLOCATION 8.1 Client agrees that Consultant's liability for any damage on account of any error, omission, or other professional negligence will be limited to a sum not to exceed $50,000 or Consultant's fee, whichever is greater. If Client prefers to have higher limits on professional liability, Consultant agrees to increase the limits up to a maximum of $1,000,000 upon Client's written request at the time of accepting Consultant's proposal provided that Client agrees to pay an additional consideration of four (4 %) percent of the total fee, or $400, whichever is greater. The additional charge for the higher liability limits is because of the greater risk assumed and is not strictly a charge for additional professional liability insurance. SECTION 9: INSURANCE 9.1 The Consultant represents and warrants that it and its employees, agents, staff, and consultants employed by it, is and are protected by workers' compensation insurance and that Consultant has such coverage under public liability and property damage insurance policies which the Consultant deems to be adequate. Certificates for all such policies of insurance shall be provided to Client upon request in writing. Within the limits and conditions of such insurance, Consultant agrees to indemnify and save Client harmless from and against loss, damage, or liability arising from negligent acts by Consultant, its employees, agents, staff, and consultants employed by it. The Consultant shall not be responsible for any loss, damage or liability beyond the amounts, limits, and conditions of such insurance or the limits described in Section 6, whichever is less. The Client agrees to defend, indemnify and save Consultant harmless for loss, damage or liability, including Consultant's reasonable attorneys' fees, arising from or related to acts or omissions by Client and/or its employees, agents, staff, and/or other consultants employed by Client. SECTION 10: DISPUTE RESOLUTION 10.1 Venue of any action, proceeding, mediation shall be in Palm Beach County, Florida. 10.2 The prevailing party in any legal or equitable action will be entitled to recover from the non - prevailing party of all of its costs incurred, including without limitation, reasonable attorney's fees (at trial, and on appeal), staff time, court costs, staff time, and other litigation expenses. SECTION 11: TERMINATION Initials 11.1 This Agreement may be terminated by either party upon seven (7) days written notice in the event of a material breach of the Agreement by the other party. Such termination shall not be effective if that material breach is remedied or cured within seven (7) days of the breaching party's receipt of the notice to terminate. In the event of termination by Client, Consultant shall be paid for serviced performed to the termination notice date plus reasonable termination expenses. 11.2 In the event of termination, or suspension of the project for more than three (3) months, prior to completion of all reports contemplated by this Agreement, Consultant may complete such analyses and records as are necessary to complete its files and may also complete a report on the serviced performed to the date of notice of termination or suspension. Consultant shall be granted free and unfettered access to the project site for such purposes. The expense of termination or suspension shall include all direct costs of Consultant in completing such analyses, records and reports. SECTION 12: ASSIGNMENT 12.1 Neither the Client nor the Consultant may delegate, assign, sublet or transfer this Agreement, in whole or in part, or any rights, interest or obligations under this Agreement, without the express written consent of the other party. SECTION 13: GOVERNING LAW AND SURVIVAL 13.1 This Agreement shall be governed by, construed, and cnforccd in accordance with the laws of the State of Florida. 13.2 If any of the provisions contained in this Agreement are held illegal, invalid or unenforceable, the enforceability of the remaining provisions will not be impaired. Limitations of liability and indemnities will survive termination of this Agreement for any cause. SECTION 14: MODIFICATION 14.1 This Agreement may not be amended, modified, or supplemented except by an express written agreement signed by the party against whom enforcement of such modification is sought. SECTION 15: WAIVER 15.1 No waiver of any provision of this Agreement shall be effective unless such waiver is in writing and signed by the party waiving such provision. No waiver of any default shall operate as a wavier of any other default. No delay or omission in exercising any right or remedy shall operate as a wavier thereof. A written waiver shall only be effective as to the specific instance for which it is obtained or given and shall not be effective for any other purpose. SECTION 16: PARAGRAPH HEADINGS 16.1 The titles to the paragraphs of the Agreement and the General Conditions are solely for the convenience of the parties and shall not be used to explain, modify, simplify, or aid in the interpretation of the provisions of the Agreement or the General Conditions. SECTION 17: ENTIRE AGREEMENT 17.1 This Agreement contains the entire agreement of the parties hereto with respect to the subject matter contained herein, except as incorporated by reference herein. Any and all prior agreements, negotiations, and representations between the parties with respect to the subject matter of the Agreement are merged into the Agreement. SECTION 18: CONSTRUCTION OF AGREEMENT 18.1 The Agreement has been mutually negotiated by all parties hereto. The parties acknowledge that they have read, understood and have had the opportunity to be advised by legal counsel as to each and every one of the terms, conditions, restrictions and other provisions of the Agreement. Should any provision of the Agreement require judicial interpretation, it is agreed that the court interpreting or construing the provisions of the Agreement shall not apply a presumption that the terms shall be more strictly construed against one party by reason or by rule of construction that a document is to be construed more strictly against the party which has prepared or drafted such document. SECTION 19: SUCCESSORS AND ASSIGNS 19.1 The Agreement shall be binding upon and inure to the benefit of the personal representatives, heirs, successors and assigns of each of the parties hereto, but shall not be assignable by either party except in accordance with Section 12. INVITATION TO BID PW 03-00-01-11 The City of Okeechobee, Florida will receive sealed bids in the General Services Office for the following bid. PW 03- 00 -01 -11 Pre - Engineered Design Build Metal Building. Specifications may be obtained from the General Services Department at City Hall, 55 SE Third Avenue, Okeechobee, Florida, 34974, Room 101, Tele. 863 - 763 -3372 Fax 863 - 763 -1686, or requested via e-mail : bclementcityofokeechobee.com. Any questions concerning the bid specification should be directed to Oscar Bermudez, P.E. City Engineer, 863 - 763 -3372 ext. 225, e -mail: obermudezta7 .cityofokeechobee.com. Bid envelopes must be sealed and marked with the bid number and name for identification. One original is required, as well as all applicable bonds and vendor form. Bids must be delivered to the City of Okeechobee General Services Department no later than 1:00 p.m. on Friday, February 4, 2011, where the bids will be opened and read aloud in the Council Chambers. Bids received later than the date and time specified will be rejected. The City will not be responsible for late delivery of any bids that are incorrectly addressed, delivered in person, by mail or any other type of delivery service. The City of Okeechobee reserves the right to accept or reject any or all bids or any parts thereof, and the award, if an award is made, will be made to the most responsive and responsible bidder whose bid and qualifications indicate that the award will be in the best interest of The City. The City reserves the right to waive irregularities in the bid. The City of Okeechobee is an equal opportunity employer. 2 SECTION 1 GENERAL TERMS AND CONDITIONS A. All responses shall become the property of the City. B. Florida Statues 287.087, on Drug Free Work Place, 287.133(3)(a) on Public Entity Crimes. And Section 277.134, on Discrimination. 287.133 Public entity crime; denial or revocation of the right to transact business with public entities: (2)(a) A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount of $10,000 for a period of 36 months from the date of being placed on the convicted vendor list. 287.134 Discrimination; denial or revocation of the right to transact business with public entities: (2)(a) An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid on a contract or provide goods and services to a public entity, may not submit a bid on a contract with a public entity for construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, ,may not award or perform work as a contractor, supplier, subcontractor, or consultant under contract with any public entity, and may not transact business with a public entity. C. Responses are due and must be received in accordance with the instructions given in the announcement page. D. The City will not reimburse respondent(s) for any costs associated with the preparation and submittal of any responses. E. Respondents, their agents and associates shall refrain from contracting or soliciting any City Official and that contact may be made ONLY with the individual(s) listed in this document for additional information and clarification. F. Due care and diligence has been exercised in the preparation of this document and all information contained herein is believed to be substantially correct; however, the responsibility for determining the full extent of the service required rest solely with those making response. Neither he City not its representative shall be responsible for any error or omission in the responses submitted, nor for the failure on the part of the respondents to determine the full extent of the exposures. 3 G. All timely responses meeting the specifications set forth in this document will be considered. However, respondents are cautioned to clearly indicate any deviations from these specifications. The terms and conditions contained herein are those desired by the City and preference will be given to those responses in full or substantially full compliance with them. H. Each respondent is responsible for full and complete compliance with all laws, rules and regulations including those of the Federal Government, the State of Florida and the City of Okeechobee. Failure or inability on the part of the respondent to have complete knowledge and intent to comply with such laws, rules and regulations shall not relieve any respondent from its obligation to honor its response and to perform completely in accordance with its response. The CITY, as its discretion, reserves the right to waive minor informalities or irregularities in any responses, to reject any and all responses in whole or in part, with or without cause, and to accept that response, if any, which in its judgment will be in its best interest. J. Award will be made to the respondent whose submittal is determined to be the most advantageous to the City taking into consideration those responses in compliance with the requirements as set forth in this document. The City Council reserves the right to reject any and all responses for any reason or make no award whatsoever or request clarification of information from the respondents. K. Any interpretation, clarification, correction or change to this document will be made by written addendum issued by the City Engineer. Any oral or other type of communication concerning this document shall not be binding. L. Responses must be signed by an individual of the respondent's organization legally authorized to commit the respondent's organization to the performance of the product(s) and/or services(s) contemplated by this document. M. Unless otherwise stated in the specifications, the following Insurance Requirements must be met before delivery of goods and services: 1. Worker's Compensation: Coverage is to apply for all employees for statutory limits in compliance with the law of the State of Florida and federal laws. The policy must include Employer Liability with a limit of $500,000 each accident, $500,000 each employee, $500,000 policy limit for disease. 2. Commercial General Liability: Occurrence Form Required: (Contractor /vendor) shall maintain commercial general liability (CGL) insurance with a limit of not less than $500.000 each occurrence. If such CGL insurance contains a general aggregate limit, it shall apply separately to this location /project in the amount of $1,000,000. Products and completed operations aggregate shall be $1,000,000. CGL insurance shall be written on an occurrence form and shall include bodily injury and property damage liability for premises, operations, independent contractors, products and completed operations, contractual liability, broad form property damage and property damage resulting from explosion, collapse, or underground (s, c, u) exposures, personal injury and advertising injury. Fire damage liability shall be included at $1,000,000. 4 3. Commercial Automobile Liability Insurance: (Contractor /vendor) shall maintain automobile liability insurance with a limit of not Tess than $500,000 each accident for bodily injury and property damage liability. Such insurance shall cover liability arising out of any auto (including owned, hired and non -owned autos). The policy shall be endorsed to provide contractual liability coverage. 4. Special Requirements /Evidence of Insurance: a. A copy of the Contractor's /Vendor's current certificate of insurance MUST be provided with the response to this ITB, RFP, etc., a formal certificate shall be provided upon announcement that a Contractor /Vendor has been awarded the work as called for in this document. The Certificate(s) shall be signed by a person authorized by that insurer to bind coverage on its behalf. All Certificates of Insurance must be on file with and approved by the City before commencement of any work activities. The formal insurance certificate shall also comply with the following: 1) "The City of Okeechobee ", a Political Subdivision of the State of Florida and its Elected Officials, its Agents, Employees, and Volunteers" shall be named as an "Additional Insured" on all policies except Worker's Compensation. 2) The policy shall provide a 30 -day notification clause in the event of cancellation or modification to the policy. The City will be given notice prior to cancellation or modification of any stipulated insurance. In the event the insurance coverage expires prior to the completion of the project, a renewal certificate shall be issued 30 days prior to said expiration date. Such notification will be in writing by registered mail, return receipt 55 SE Third Avenue, Okeechobee, FL 34974. b. It is the responsibility of the contractor to insure that all subcontractors comply with all insurance requirements. c. It should be remembered that these are minimum requirements, which are subject to modification in response to high hazard operations. ADDITIONAL TERMS AND CONDITIONS All pages included in or attached by reference to this document shall be called and constitute the submittal as stated on the front page of this document. Vendors who will not be submitting a proposal are requested to notify us and indicate why they are not bidding. Vendors who fail to respond to two or more consecutive announcements may be removed from the City's Vendor bidding list. 5 SPECIFICATIONS AND INSTRUCTIONS FOR PRE - ENGINEEERED DESIGN BUILD METAL BUILDING BID PW 03- 00 -01 -11 Description of Proiect: Pre - Engineered Design Build Metal Building Site Contact Person: Mr. Oscar Bermudez P.E. City Engineer Tele: 863- 763 -3372 ext. 225 Fax: 863 -763 -1686 e -mail: obermudezQcityofokeechobee.com For questions regarding bid submittal procedures and insurance requirements please contact: The City of Okeechobee Betty J. Clement General Services Department 55 SE Third Avenue Okeechobee, FL 34974 Tele: 863- 763 -3372 ext. 218 e -mail: bclementcityofokeechobee.com Scope of Work: As described in attached specifications and drawings. 32a(7 '4( . 47 A- f; 7 CITY OF OKEECHOBEE PRE - ENGINEEERED DESIGN BUILD METAL BUILDING BASE BID PW 03- 00 -01 -11 BASE BID: 1. 80' wide gable x 100' Metal Building with: with siding and metal roof 6 skylights 2 -12' wide 16' overhead, roll -up, chain pull doors 120 MPH wind load capacity 26 ga metal Red iron steel 2 entry doors, (one at each end) Insulation Clear span building gutters 18' eave height 6" single mat concrete floor, 3,000 psi with control joints lever lock sets (Site work to be done by the City) Please state in words the unit price here: ©^l C (1're a Tv') S E v& a t h °" 4 g S1� A.-t---18, re -Fv -3c,1 .9��PSrS �S C-c S I ,W C- 1-i 'A) rl,-1 Contractor Name 0. "So 1 157 t'k e P. 63--'3'c - (5 Address S4173 Telephone Number Signatur 7 CITY OF OKEECHOBEE PRE - ENGINEEERED DESIGN BUILD METAL BUILDING ALTERNATE BASE BID PW 03- 00 -01 -11 ALTERNATE BID: 1. 6" single mat concrete floor, 3,000 psi with control joints for 80'wide X 100' long pre - engineered metal building. $ 411000 Please state in words the unit price here: Fer s) DNe- 'Thous ,oct scl Dc, () -5 �S CDU5+40C- SON Irate, Contractor Name -P.'0, 00)c i t 5 2 r e c J - F 7 1 8 Address 39-1 7 3 Telephone Number Signature 8 CITY OF OKEECHOBEE PRE - ENGINEEERED DESIGN BUILD METAL BUILDING ALTERNATE BASE BID PW 03- 00 -01 -11 ALTERNATE BID: 1. Insulation for 80'wide X 100' long Pre - Engineered Design Build Metal Building. $_ Soda ._-- Please state in words the unit price here: P't VC- 5 A /-1 d . o l A . ( 5 K5 / Co x.). cI},fl i1VG> Contractor Name ti. D , Re) X ! / S3 r-73,(63'33 R63-- 63q- -4s-a-4 Address Telephone Number Signature 9 SPECIFICATIONS PW 03- 00 -01 -11 SECTION 2 SCOPE The building system shall be manufacture certified and shall in all columns, rafters, end wall columns, purlins, grits, struts, clips, bracing, exterior metal covering, flashing, fasteners, and miscellaneous items necessary for a complete and weather tight structure. BUILDING GEOMETRY DESIGN BUILD Building Width: 80' Building Height : 18' Building Length: 100' DESIGN: Florida Building Code 2007 with 2009 supplements 10 TERMS AND CONDITIONS: City of Okeechobee, a political subdivision of the State of Florida, requests the submittal of bids from vendors that are interested in providing all labor and equipment necessary to construct the Pre - Engineered Design Build Metal Building in accordance with all applicable Federal, State, City and Municipal ordinances and rules and regulations and bid specifications. Award will be made based on overall low bid. The City reserves the right to reject any or all bids and/or waive any minor irregularities in the bids received, whichever would be in the best interest of the City. 2. ADDITIONS /REVISIONS /DELETIONS: Additions, revisions or deletions to the general conditions, specifications or bid price sheets that change the intent of the bid will cause the bid to be non- responsive and the bid will not be considered. The City Administrator and the City Engineer shall be the judge as to whether or not any addition, revision or deletion changes the intent of the bid. 3. PERFORMANCE OR WORK: The work required under this bid shall be performed under the license of the vendor submitting the bid. Vendor shall be responsible for the work of any employee, agent, or subcontractor used on the job. The period of performance for this bid is from date of award through fit days after signed agreement. 5. SEALED BIDS: All bid submittals must be completed and submitted in a sealed parcel. (DO NOT INCLUDE MORE THAN ONE BID SUBMITTAL PER ENVELOPE. BID SUBMITTAL SHALL INCLUDE ONE (1) ORIGINAL.) The Original bid submittal shall be submitted on the forms provided by the City. All bids are subject to the conditions herein; failure to comply will subject bid to rejection. 6. Vendor form and W9 shall be included in bid packet as well as all bonds. 7. All prices bid shall remain unchanged during the period of performance, as specified herein, and as may be adjusted in accordance with item # 4. 8. The City reserves the right to terminate or suspend the award of this bid, in whole or in part, when it is in the best interest of the City to do so. The Engineer will notify the vendor, in writing, or any such action with notice of the effective date of termination or suspension. This notice shall also specify the state of the work at the time of termination or suspension. If the City determines that the performance of the vendor does not comply with the bid requirements, the City may: a. Immediately suspend the work. b. Provide notice of defect with 15 days to cure. c. Terminate the contract, with all costs to cure vendor defects deducted from any sums due vendor under the contract. 11 9. if contract terms and performance cannot be resolved between vendor and the city within thirty days of notice of defect, either party may elect to file suit in Okeechobee County with the prevailing party entitled to recover all attomey fees and costs in the litigation. Binding arbitration shall not be used to resolve any contract disputes. 10. Vendor shall warranty all labor and materials used on the job for a period of 1 year following acceptance of the work and shall repair or replace any defective work upon demand, without cost to the City. 12 Bxi Bond PW 03-00-01 -11 Bid No.: PW 03-00 -01 -11 Project Name: Pre - Engineered Design Budd Metal Builddinst Bond No'., N/A Know all men by these presents, that we, KST Construction, Inc. as principal, and The Gray Insurance Company as surety, are held and firmly bound unto the City of Okeechobee, hereinafter called the City, in the penal sum of 10% of amount bid Dollars ($ j 2.7/ Zot ), lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents_ The Bid Bond amount shall he ten (10) percent of the base bid amount as entered on the Bid Form. The condition of this obligation is such that whereas the principal has submitted the accompanying bid dated February 4 2011, for the Pre- Engineered Design Build Metal Building Now, therefore, if the principal shall not withdraw said bid within the period of time set forth in the Contract Documents, and shall within ten (10) calendar days after receipt of the Notice of Award enter into a written contract with the City in accordance with the bid as accepted, and if the principal shall give the required bonds with good and sufficient sureties for the faithful performance and proper fulfillment of such contract and for the protection of subcontractors, laborers and material men, and if the principal has provided the required evidence of insurance as set forth in the contract documents and complied with the Florida Department of Environmental Protection certifications and requirements, and all other contract provisions, or in the event of withdrawal of said bid within the periods specified, or the failure to enter into said contract, or failure to comply with FOEP requirements, or otherwise if the principal shall within sixty (60) days after request by the City to pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work, if the latter amount be in excess of the former. then the above obligation shall be void and of no effect, otherwise to remain in full force and effect. It is further agreed that if the City is required to utilize legal counsel to recover on this bond, it may also recover its costs relating thereto, including a reasonable amount for attorney's fees and costs, including attorney's fees and costs in appellate proceedings. in witness whereof, the above parties have executed this instrument under their several seals this 4th day of February , 2011, the name and corporate seal of each corporate •arty being hereto affixed , and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Witnesses Cif individual or partnership) Principal KST Construction, In By: Name: Title: 13 Attach a certified «• - =y of Power of Att on behalf of Surety, Surety! The Gray Insuranc - - pany By: Nye: Benjamin H. French Title: Attorney -In -Fact & FL Resident Agent (Surety Seal) sting jnt9ividuaf Attorney -in -Fact for execution of Bid Bond My Claims under this bond may be addressed to: Name of Surety: The Gray Insurance Company Mailing Address: 100 Centerview Drive, Suite 141, Vestavia Hills, AL 3521E Street Address: 100 Centerview Drive, Suite 141, Vestavia Hills, AL 3521E Name of Agent Benjamin H. French Address of Agent: Po Box 90027, Gainesville, FL 32607 or Representative in Florida: PO Box 90027, Gainesville, FL 32607 Telephone Number of Surety: (205) 822 -9056 and Agent Or Representative: (352) 374 -7779 in Florida: 14 n „';i1�.'r iii!, liL. ��h1�LI% �, �' a: L7:: F?,'. �. C1,: Gl'': �N. tFyl.' lA.= l=( d: 1= 1:. t�L' a' dl�l..' JF! �;. T! �. �.; d1+. 1, �. 5{! d^ l! j. �.' ri�ii. LF�'. t, 5T�M1. 41, �i�' �F: ML�ILII .iI.�u1Jl'�L.'I�49�a►:�i1ai'.I _�.I:I:ii.�i,�y', TI In GRAY INSURANCE COMPANY THE GRAY CASUAL"' Y& SURETY COMPANI 143764 GENERAL POWER OF ATTORNEY KNOW ALI, BY THESE PRES 'NTS, MAT The Gray Insurance Company and The Gray Casualty & Surety Company. corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint Benjamin H. French, Dale Waldorff, Kenneth Wayne Walker, Pamela L. Jarman and Paul A. Locascio, of Mary Esther, Florida jointly or severally on behalf of each of the Companies named above its true and lawful Attorneys) -in -Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $ 1 0.000,000. This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26t6 day of June, 2003 "RESOLVED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the gi en Power of Attorney to execute on behalf of The Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is PURTI IER RESOLVED, that the signature of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hcreinto affixed, and these presents to be signed by their authorized officers this 7th day of July, 2004. State of Louisiana By: �✓[ �� Attest: %11 441 ss Michael T Gray President, The Gray Insurance Company and Vice President. The Gray Casualty & Surety Company Mark S. Manguno Secretary, The Gray Insurance Company, The Gray Casualty & Surety Company Parish of Jefferson On this 7th day of July, 2004, before me, a Notary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company and Vice President of The Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies. Lisa S. Millar, Notary Public, Parish of Orleans State of Louisiana My Commission is for Life 1, Mark S. Manguno, Secretary of The Gray Insurance Company and 'Die Gray Casualty & Surety Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this 4th POAI0001 Rev 6/15/2003 523103 7/7/2004 3I1N3H1f1V ION SI1N3INf3O SIHl i H3OHO9 day of February, Mark S. Manguno, Secretary The Gray insurance Company The Gray Casualty & Surety Company 2011 . .IA `)IHVW1,131VM 3fU1 V SVH 11 SS3-INl OI1N3H1f1V ION SI 1N3Wf1ZOO SI February 25, 2011 City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 ALDORFF INSURANCE & BONDING RE: KST Construction, Inc. Bond No. GSB24333 Project: PW 03- 00- 01 -11, Pre - Engineered Design Build Metal Building To Whom It May Concern: Please be advised that this letter will serve, as confirmation to date the performance bond, payment bond and power of attorney on the above referenced project that our client, KST Construction, Inc., is going to perform. Please make sure the date is the same date of the contract or later. If there are any questions or need for further information please contact us. Sincerely yours, t 1 GL Paul A. Locascio Attorney -In -Fact The Gray Insurance Company MAIN OFFICE 45 EGLIN PARKWAY, NE SUITE 202 FORT WALTON BEACH, FL32548 (850) 581 -4925 Fax (850) 581 -4930 TOLL FREE: (800) 342 -7621 Trusted Choice® WWW.WALDORFFINSURANCE.COM 5023 NW 8TH AVENUE SUITE B (32605 -4532) P.O. Box 90027 GAINESVILLE, FL 32607 -0027 (352) 374 -7779 FAX (850) 581 -4930 TOLL FREE: (888) 901 -3841 FRONT PAGE OF PUBLIC PAYMENT & PERFORMANCE BOND In compliance with F.S. Chapter 255.05(1)(a) Bond No.: Contractor Name: Contractor Address: Contractor Phone No: Surety Company Name: Surety Company Address: Surety Company Phone No: Agent Name: Agent Address: Agent Phone No: Obligee Name: Obligee Address: Bond Amount: GSB24333 KST Construction, Inc. 3283 NW 32nd Avenue Okeechobee, FL 34972 863 - 634 -4526 The Gray Insurance Company PO Box 6202 Metairie, LA 70009 -6202 504- 888 -7790 Waldorff Insurance & Bonding, Inc. 5023 NW 8th Avenue, Suite B Gainesville, FL 32605 352- 374 -7779 City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 $127,620.00 Contract No: (if applicable) PW 03- 00 -01 -11 Description of Work: Pre - Engineered Design Build Metal Building FRONT PAGE All other bond page(s) are deemed subsequent to this page regardless of any page number(s) that may be pre - printed thereon THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 BOND # GSB24333 Performance Bond Phis bond is given to comply with Section 255.05 Florida Statutes, and any action instituted by a claimant under this hond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes, and Section 255 05(10) Florida Statues. KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of contractor) KST Construction, Inc., 3283 NW 32nd Avenue, Okeechobee, FL 34972; Phone 863 - 634 -4526 as Principal, hereinafter called Principal, and, (Here insert full name and address or legal title of Surety) The Gray Insurance Company, PO Box 6202, Metairie, LA 70009 -6202; Phone 504 - 888 -7790 as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal tale of Owner) City of Okeechobee, 55 SE 3rd Avenue, Okeechobee, FL 34974; as Obligee, hereinafter called Owner, in the amount of One hundred twenty -seven thousand six hundred twenty and 00/100 Dollars ($127,620.00) for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 3 , entered into a contract with Owner for (Here insert full name, address and description of project) Project No. PW 03- 00- 01 -11; Pre - Engineered Design Build Metal Building in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal tdae of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 - PERFORMANCE. BOND AND LABOR AND MATERIAL PAYMENT BOND - AIA @ FEBRUARY 1470 ED - THE AMERICAN INSTITU YE OF ARCHITECTS, 1735 N Y AVE., N W, WASHINGTON, D. C 20006 PERFORMANCE BOND NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of Signed and sealed this F�day of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminis- trators or successors of the Owner. vcavi—Id* KST Construction, Inc. (Pencipal) (Seal) The Gray Insurance Company (Surety) Paul A. Locascio, Attorney -in -Fact & FL Licensed Resident Agent (Seal) AIA DOCUMENT A311 - PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND - AIA @ FEBRUARY 1970 ED. - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 BOND # GSB24333 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WI EH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDI I IONED ON THE FULL AND FAITIIFUL PERFORMANCE OF THE CONTRACT This bond is given to comply with Section 255 05, Florida Statutes, and any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions m Section 255.05(2), Florida Statutes, and Section 255.05(10) Honda Statues KNOW ALL MEN BY THESE PRESENTS: that as (Here insert full name and address or legal title of contractor) KST Construction, Inc., 3283 NW 32nd Avenue, Okeechobee, FL 34972; Phone 863 - 634 -4526 as Principal, hereinafter called Principal, and, (Here insert full name and address or legal title of Surety) The Gray Insurance Company, PO Box 6202, Metairie, LA 70009 -6202; Phone 504 - 888 -7790 as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) City of Okeechobee, 55 SE 3rd Avenue, Okeechobee, FL 34974; as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of One hundred twenty -seven thousand six hundred twenty and 00/100 Dollars ($127,620.00) (here Insert a sum equal to at least one -halt of the contract price) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated 3/3 /t ( , entered into a contract with Owner for (Here Insert full name, address and description of project) Project No. PW 03- 00- 01 -11; Pre - Engineered Design Build Metal Building in accordance with Drawings and Specifications prepared by (Here Insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 - PERFORMANCE BOND AND LABOR AND MATERIAL PAYMEN f BOND - AIA @ FEBRUARY 1970 ED. - THE. AMERICAN INSTITUTE OF ARCHI FECTS, 1735 N Y AVE , N W , WASHINGTON, D C 20006 LABOR AND MATERIAL PAYMENT BOND NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions 1. A claimant is defined as one having a direct contract with the Principal or, with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due daimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial Signed and sealed this 3 clay of LIZ(fSt_fr: accuracy the amount claimed and the name of the party to whom the materials were fumished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail; postage prepaid, in an envelope addressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one 1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. 7o/ / KST Construction, Inc. (Prmc■pap (Sea» The Gray Insurance Company (Surety) Paul A. Locascio, Attorney -in -Fact & FL Licensed Resident Agent (Seal) AIA DOCUMENT A311 - PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND - AIA FEBRUARY 1970 ED. - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 4a: h•'n111 &M1,,,` » .r, THE GRAY INSLR,ANCF C ON1PAt " THE GRAY CASIJA L'IY & SURETY Cr tMPAN ' GEN ERAL POWER OF ATTORNEY 14377 KNOW ALL 13Y 'HIES'', PRESENTS, Tll AT [he Gray, [ntiurance Company and The Gray Casualty & Surely Company, corp)rahons duly organized and existing under the Taws of Iouisiana and ha% ing their principal offices in Metairie, Louisiana, do hereby snake, constitute, and appoint Benjamin H. French, Dale Waldorff, Kenneth Wayne NS alker, Pamela L. .Jarman and Paul A. Locascio, of Mary Esther, Florida jointly or severally on behalf of each of the Companies nark above its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its decd, bonds or other writings obligatory in the nature of a bond, as surety, contracts of suretyship as ale or may he required or permitted by law, regulation. contract or otherwise. provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount Of Si 0,000,000 This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held of the 26th day of June, 2003 "RESOLVED, Iha: the President_ Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualif 'Mg the attorney named in the given Power of Attorney to execute on behalf of The Company bonds, undertakings, and all contracts of surety, trod that each of any of them is hereby authorized to attest to the execution of such Powei of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signture of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to he hereinto affixed, and these presents to be signed by their authorized officers this 7th day of July, 2004. cc W. Iacc ccui cc co '(i SS31Nl OI1N3H1f1V lON SI 1Na State of Louisiana 13y: SS: Michael T. Gray President, The Gray Insurance Company and Vice President, The Grry Casualty & Surety Company Attest Mark S. Manguno Secretary. The Gray Insurance Company, The Gray Casualty & Surety Company Parish of Jefferson On this 7th day of July, 2001, , before me, ,t Notary Public, personally appeared Michael 'f. Gray, President of The Gray Insurance Company and Vice President of The Gray Casualty & Surety Company, and Mark S. Manguno, Secretary of The Gray Insurance Company and The Gray Casualty & Surety Company, personally known to m., being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and decd, of their companies. J p„i11,i11iiM/y.... a£ g. TAR ,\ �° s•, 2p � 9 i j *_ t %a °r•. Puet/A •Z•�: Lisa S. Millar, Notary Public, Parish of Orleans State of Louisiana My Commission is for Life I, Mark S. Manguno, Secretary of The Gi ay Insurance Company and The Gray Casualty & Surety Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of. Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this day of NIA/0001 Rev 6/15/2003 523103 7/7/2004 00 SI - ' SEAL a; y y4, + — • Mark S. Manguno, Secretary The Gray Insurance Company The Gray Casualty & Surety Company EEEWECI1311i1 /MN E M vwaalvM anal y _..._ -.-..-_.... -- - STANDARD HOLD HARMLESS AND INDEMNITY AGREEMENT Contractor , agrees through the signing of this document by an authorized party or agent that it shall defend, indemnify and hold harmless the City of Okeechobee, and its agents, employees, and public officials from and against all suits, losses, claims, demands, judgments, liabilities and actions, including attorneys' fees and all costs of litigation and judgments of every name and description arising out of or incidental to the performance of this contact or work performed thereunder, whether or not due to or caused by the negligence of the City of Okeechobee, its agents, employees, and public officials excluding only the sole negligence of the City of Okeechobee ,its agent, employees, and public officials. This provision shall also pertain to any claims brought against the City of Okeechobee, its agents, employees, and public officials by an employee of the names Contractor, any Sub - contractor, or anyone directly or indirectly employed by any of them. The contractor's obligation to indemnify City of Okeechobee, its agents, employees and public officials under this provision shall be limited to $1,000,000.00 per occurrence which the parties agree bears a reasonable commercial relationship to the contract. The Contractor agrees to accept, and acknowledges as adequate, the promises contained herein, and other good and valuable consideration, the receipt of which is hereby acknowledged, for agreeing to enter into this Hold harmless and Indemnity Agreement. 21 ractor •t City = Okeechobee NOTICE OF AWARD Pre - Engineered Design Build Metal Building PW 03- 00 -01 -11 Date: 2/17/11 To: KST Construction Inc. Bid Proposal: Pre - Engineered Design Build Metal Building Date of Bid Opening: February 4, 2011 You are hereby notified that you are the Lowest and Best Bidder on the Bid Proposal noted above. Upon compliance with the conditions precedent to be fulfilled by you within the time specified, the Agreement will be executed and delivered to you. Enclosed are the following: Copies Item 1 Notice of Award 1 Agreement between City and Contractor 1 Performance Bond 1 Payment Bond 1 Required Limits of Insurance Please take the following actions: 1. Execute Agreement and Notice of Award. 2. Have your insurance company complete bond forms, and attach notarized Acknowledgment of Authorized Representative. 3. Have your insurance company complete Certificates of Insurance and Endorsements. 4. Return two (1) copies of documents enclosed within fifteen (15) days after receipt to: City of Okeechobee General Services Department 55 SE Third Avenue Okeechobee, FL 34974 OWNER: City of Okeechobee 55 SE Third Avenue Okeechobee, FL 34974 ACKNOWLEDGE RECEIPT OF NOTICE: BY: Oscar Bermudez City Engineer CONTRACTOR: BY: its 1 66A/i/Ctel bra _47 /C, (Title) Date: 3/V107/ NOTICE TO PROCEED Pre - Engineered Design Build Metal Building PW 03- 00 -01 -11 To: KST Construction Date: March 3, 2011 SUBJECT PROJECT: Description of Work: Pre - Engineered Design Build Metal Building You are hereby notified to proceed with the Work on the subject Project on or before March /11�`` 2011 and to complete the same within90 calendar days. The completion date for the Work shall be: ;v 6 /644" as 11 OWNER: BY: CITY OF OKEECHOBEE 55 SE THIRD AVENUE `Os - -rmudez OKEECHOBEE, FL 34974 City Engineer CONTRACTOR'S ACKNOWLEDGMENT OF RECEIPT OF NOTICE By: KS I e0P61 -4-uc aW . .,16, Contractor Signature & Titl ge' :a 23 March3, 2011 Date CITY OF OKEECHOBEE AGREEMENT Pre - Engineered Design Build Metal Building PW 03- 00 -01 -11 This AGREEMENT is dated as of the 3 day of[1in the year 2011, between the City of Okeechobee (CITY) and K57- eci Ifa_vc t i cw Tag!, . (CONTRACTOR). CITY and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: 1. WORK 1.1 The Work is describes as follows: 2. ENGINEER 2.1 ENGINEER as named in the Contract Documents shall mean: The City of Okeechobee's City Engineer 55 SE 3rd Avenue Okeechobee, FL 34974 3. CONTRACT TIME 3.1 The Work Shall be completed within the 90 Calendar Days specified on the Notice to Proceed for each project assigned. 3.2 City and Contractor recognize that Projects may have important environmental and economical significance and, as required for compliance with Federal and State Regulations, that time is of the essence of this Agreement, and that the City will suffer direct financial loss if Projects are not completed as described in paragraph 3.1 Accordingly, Contractor agrees to pay City liquidated damages. Original Contract Amount Daily Charge per Calendar Day $ 500,000 and under $ 500.00 Over $500,000 but less than $1,000,000 $ 750.00 Over $1,000,000 but less than $2,500,000 $ 1,000.00 Over $2,500,000 but Tess than $5,000,000 $ 1,250.00 3.3 In addition to the provision for payment to the City by contractor of liquidated damages due to the failure of the contractor to complete each project within the time stipulated in each project's notice to proceed, or within such additional time as may have been granted by the City Engineer, the City may also recover from contractor amounts paid by the City for damages suffered by third parties as a result of contractor's failure to complete each project within the time stipulated, or within such additional time as may have been granted by the City Engineer, unless the failure to timely complete the project was caused by the City's acts or omissions. 3.4 Liquidated damages are cumulative and additive and represent a reasonable estimate of City's expenses for extended delays and administrative costs associated with such delay. In addition to the liquidated damage amounts, there will be additional amounts charged to the contractor for all delay damages incurred by the City as a result of unavoidable delays by the contractor. These actual delay damages will include, but not be limited to, inspection, engineering services, delay damage settlements or awards, penalties, and professional fees incurred in connection with such settlements, awards or penalties and fines imposed by regulatory agencies, contract damages and loss of use. 4. Contract Price 4.1 City shall pay contractor for performance of the work in accordance with the unit prices listed in the contract documents contractor's bid form on a project by project basis. 4.2 City shall pay the contractor, or receive as credit, for changes or adjustments in the work made in accordance with the General Conditions, on the basis of the unit prices indicated on the bid form. 5. Measurement and payment 5.1 Payment for the work, as further specified herein, shall include compensation to be received by the contractor for fumishing tools, equipment, supplies, and manufactured articles, and for labor, operations, and incidentals appurtenant to the items of work being described, as necessary to complete the various items of the work in accordance with the requirements of the contract documents, including appurtenances thereto, and including all costs of compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the Occupational Safety and Health Administration of the U.S. Department of Labor (OSHA). No separate payment will be made for any item that is not specifically set forth in the Bid Schedule, and all costs therefore shall be included in the prices named in the Bid Schedule for the various appurtenant items of work. 5.2 The total Unit Bid Price for each project shall cover all work required by the Contract Documents. All costs in connection with the proper and successful completion of the work, including fumishings all materials, equipment, supplies, and appurtenances, providing all construction equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the Unit bid prices. AR related and necessary work not specifically set forth as a pay item in the Bid shall be considered a subsidiary obligation of Contractor and all costs in connection therewith shall be included. 5.3 Payment for all work done in compliance with the Contract Documents, inclusive of furnishings all manpower, equipment, materials, and performance of all operations relative to construction of this project, will be made under the Unit Bid Price. 5.4 The city reserves the right to alter the Drawings, modify incidental work if necessary, and increase or decrease quantities of work to be performed in accordance with such changes, including deduction or cancellation of any one or more of the chapters or items. Changes in the work shall not be considered as a waiver of any conditions of the Contract nor invalidate any provisions thereof. When changes result in changes in the quantities of work to be performed, and proposed change will cause substantial inequity to the City or Contractor the applicable unit prices shall be equitably adjusted by change order. 5.5 Quantities necessary to complete the work as shown on the Drawings or as specified herein shall govem over those shown in the Proposal or Bid Documents. The Contractor shall take no advantage of any apparent error or omission in the Drawings or Specifications, and the City Engineer shall be permitted to make corrections and interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 5.6 The quantities for payment, other than Final Payment, under this Contract shall be determined for actual measurement of the completed items, in place, ready for service and accepted by the City, in accordance with the applicable method of measurement therefore contained herein. A representative of the Contractor shall witness all field measurements. 5.7 All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and supplied for the sole purpose of providing Bidder with a basis which will be used to determine the Base Bid and to obtain unit prices for approvals of progress payments for the Work done. Actual quantities which will be ordered by City may vary from those on the Bid Form(s). The Contractor's attention is directed to the items of work for which no unit price is set. All work shown on the drawings as outlined in the specifications is to be completed in all respects, and the cost of all miscellaneous and associated work to any specific items shall be included in the Unit Prices. 5.8 All quantities, for the submittal of payments, shall be measured and tabulated by both the City Engineer, or representative, and Contractor. Requests for payment and supporting data shall be prepared by the Contractor and given to the City Engineer sufficiently in advance of payment date to permit thorough checking of all quantities. 5.9 The Contractor shall furnish the City Engineer whatever assistance is required, laborers, clerks and records that will enable the City Engineer to expeditiously check all estimates and especially the final quantities of the project. 5.10Contractor shall submit Applications for Payment in accordance with the General Conditions. Applications for Payment will be processed by City Engineer as provided in the General Conditions. City shall make progress payments on the basis of Contractor's Applications for Payment as recommended by the City Engineer, in accordance with of the General Conditions. Prior to Final Completion of the Work of each individual chapter progress payments will be in an amount equal to ninety (90 %) percent of the Work completed. Upon Final Completion and Acceptance of the Work of each individual Chapter, in accordance with the General Conditions, City shall pay the remainder of the Contract Price, as provided. 6. Retainage in anticipation of liquidated damages 6.1 City may withhold additional retainage if Contractor is behind schedule and it is anticipated by City that each portion of the Work will not be completed within the Contract Time, as specified in the Notice to Proceed. 6.2 City may consider Contractor's progress schedules as amended, and compliance or non- compliance therewith and other factors, including Contractor's failure to provide a schedule andlor to update the same. 7. Contractor's representations In order to induce City to enter into this Agreement, Contractor makes the following representations: 7.1 Contractor has familiarized himself with the nature and extent of the Contract Documents. Work locality, weather, and with all local conditions and federal, state, and local laws ordinances, rules, policies, and regulations that in any manner affect cost, progress, or performance of the work. 7.2 Contractor has studied carefully all reports of investigations and tests of subsurface and latent physical conditions of the site or otherwise affecting cost, progress, or performance of the work which were relied upon by the City Engineer in the preparation of the Drawings and Specifications. 7.3 Contractor has made or caused to be made examinations, investigations, and tests, and studies of such reports and related data, in addition to those referred to in Paragraph 7.2 above as he deems necessary for the performance of the work at the contract price, within the contract time, and in accordance with the other terms and conditions of the contract documents, and no additional examinations, investigations, tests, reports or similar data are or will be required by the contractor for such purposes. 7.4 Contractor has correlated results of such observations, examinations, investigations, tests, reports, and data with the terms and conditions of the contract documents. 7.5 Contractor has given City Engineer written notice of all conflicts, errors, or discrepancies that he has discovered in the contract documents, and the written resolution thereof by City Engineer is acceptable to the contract. 7.6 City and Contractor understand and agree that while the City may reserve the right to inspect and accept the work, set timetables, and modify the scope of work as necessary, the actual means, manner, and methods of performing and completing the work is at the discretion and control of the Contractor. Therefore, Contractor shall be considered an independent Contractor, who shall hold the City, its officials and employees harmless from any actionable negligence of Contractor that causes or contributes to any injury, or damages, to person or property occurring during or arising out of, performance of this contract. 8. Contract Documents The contract documents which compose the entire agreement between the City and the Contractor are made a part hereof and consist of the following: This Agreement Certificates of Insurance Payment Bond and Performance Bond Notice of Award Notices to Proceed General Conditions Technical Specifications, as applicable, listed in the Table of Contents thereof. Drawings, for each project, consisting of a cover sheet and consisting of the sheets as listed in the index thereof. Addenda numbers / to / , inclusive. Contractor's Bid Forms (including documentation accompanying the Bid and documentation prior to Notice of Award). Documentation submitted by contractor prior to Notice of Award. Any modification, including Change Orders and Field Orders, duly delivered after execution of Agreement Call for Bids, Instructions to Bidders, Proposal, Bid Forms, Payment and Performance, Bonds, and Application for Payment. There are no contract documents other than those listed above in this #8. The contract documents may only be altered, amended, or replaced by a modification (as defined in #1 of the general conditions.) 9. Miscellaneous 9.1 Terms used in this agreement which are defined in Article 1 of the general conditions shall have the meanings indicated in the general conditions. 9.2 No assignments by a party hereto of any rights under or interests in the contract documents will be binding on another party hereto without the written consent of the party sought to be bound, and any such assignment shall be void and of no effect; and specifically but without limitation, monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the contract documents. 9.3 City and contractor each binds himself, his partners, successors, assigns, and legal representatives to the other party hereto, his partners, successors, assigns, and legal representatives, in respect to all covenants, agreements, and obligations contained in the contract documents. In witness whereof, the parties hereto have signed two (2) copies of this agreement. At least one counterpart each has been delivered to the City and contractor. All portions of the contract documents have been signed or identified by City and contractor or by City Engineer on their behalf. This agreement will be effective on City Addresses for giving notices: City City of Okeechobee 55 SE 3rd Avenue Okeechobee, FL 34974 3/3 , 20Jj. Contractor Corporate Seal By: Name. Title: r,CESitzE.il Attest. Title: lfiel-- Contractor K5- rebN :4 "4 INC, P.O. BOX / /S3 6kitEcitob63 34973 Florida State Contractors License No: C96 /5/ 39o5' Approved as to arm • d I: lity for the use and reliance of the City of Okeechobee only. City ttorney VENDOR REQUEST FORM CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Tele: 863 - 763 -3372 extension 218 Fax: 863 - 763 -1686 e-mail: bclementa (),cityofokeechobee.com Status Information Ref. Sec. 2490 Local Vendor Preference Local Business Other Sec. 2 -282 Definitions: Local Business is a business located within th Cit /County of Okeechobee VENDOR CONTACT INFORMATION: Vendor Name: KST eo,)54-x.ucr -ia,,) DA/C, Street Address: PO Box: Re, 23 //. ' City / State: 'k Cl-to b >=/. Zip Code: ) 3 4472_ COMMODITY /SERVICE PROVIDED: (please list) elEA R.; 4J 4- G bbl s.".5 DEnlo I S 1soV Caper Eli . - l abA) si-Kpe- 1iD,17 e-mail address: KS -r CP E' fri T3 AR Qm a; / , C.e ., Tax Id Number: 9.0 - 31_270-70 Tele. Number: 'j -634- 46 ?-4, Fax Number: gas- 44--)-- 9?-0,1" This form MUST BE ACCOMPANIED WITH A W -9 . 30 Request for Taxpayer Identification Number and Certification 0)(EL-a to bee-, P/ 34-1 Dive form requester. Do not ! send to the IRS. Taxbayer identification Number (TIN) CertM,saton__ Her u.s General Instructions Purpose of Form. --•_ -•-- •-- Erns Identfcatron number 5E/1707o 7 Defirincr. .iU.S. pefscr. =-- -rr Spec-1-3! partreJr..",-nDs ' - 5 L} FEBRUARY 15, 2011 - REGULAR MEETING - PAGE 8 OF 9 AGENDA COUNCIL ACTION - DISCUSSION - VOTE VIII. NEW BUSINESS CONTINUED. I. Motion to award a bid for the construction of a metal building at the City Barn - City Administrator (Exhibit 6). J. Discuss Attorney Cook's Annual Evaluation - Mayor. K. Discuss Administrator Whitehall's Annual Evaluation - Mayor. Council Member O'Connor moved to award Bid No. PW 03- 00 -01 -11 to KST Construction of Okeechobee, for the unit price in the amount of one hundred twenty -seven thousand, six hundred twenty dollars ($127,620.00) for the construction of a pre- engineered metal design building at the Public Works Facility; seconded by Council Member Williams. On February 4, 2011 the City opened nine bids received for this project. City Staff is recommending the low bidder. The eight other bidders and their bid were AWM Construction, Inc. $159,829.00 Camelot Custom Construction, Inc. $171,000.00 Close Construction, Inc. $139,516.00 E.O. Kock $131,660.00 Marmer Construction, Inc. $129,800.00 Richard K Davis Construction Corp. $159,045.00 Semco Construction, Inc. $171,000.00 Walker Design & Construction $209,000.00 VOTE KIRK - YEA WATFORD • YEA MAXWELL - YEA O'CONNOR -YEA WILLIAMS • YEA MOTION CARRIED. Each year the Mayor and Council conduct individual evaluations on Attorney Cook's job performance. Mayor Kirk received the evaluations and calculated an average score of 3.77 out of 5.0. Mayor Kirk thanked Attorney Cook for the service he provides to the City. Attorney Cook thanked the Council for their confidence in him. The evaluations were forwarded to the City Clerk. They will be a matter of public record and part of his official personnel file. Each year the Mayor and Council conduct individual evaluations on Administrator Whitehall's job performance, Mayor Kirk received the evaluations and calculated an average score of 4.85 out of 5.0. Mayor Kirk thanked Administrator Whitehall for the service he provides to the City. Administrator Whitehall thanked the Council for their confidence in him. The evaluations were forwarded to the City Clerk. They will be a matter of public record and part of his official personnel file, City of Okeechobee Addendum No. 1 To: All Bidders From: Oscar Bermudez PE, Okeechobee City Engineer Date : January 31, 2011 Re: Pre Engineered Design Build Metal Building PW 03-00-01-11 The following change and explanation will be for the benefit of all bidders: Terms and Conditions, page 11 item #4 states; the period of performance for this bid is from date of award through 60 days after signed agreement. The 60 days is being changed to 90 days. Note: This addendum must be signed and dated and turned in with your bid packet. cl 55 S.E. Third Avenue - Okeechobee, Florida 34974-2932 — (863) 763-3372 — Fax: (863) 763 -1686 OKEECHOBEE COUNTY I R STATE OF FLORIDA IN CONSIDERATION of the TOTAL SUM OF MONEY shown hereon, the receipt of which is hereby acknowledged. Company ID #: 9183 No. 1803 usiness Tax Receipt 201 0 -2011 12/1/2010 Transportation (0037) Dec 20% Late Fee $22.00 $4.40 TOTAL $26.40 KST CONSTRUCTION INC is hereby licensed to engage in the business, profession or occupation of Transportation (0037) at 3283 NW 32ND AVENUE in Okeechobee, Florida, for the period beginning the 1st day of October 2010 and ending on the3Oth day of September, 2011. Celeste Watford, C.F.0 -'.Tax Collector AC# STATE OF FLORIDA DEPARTMTCTIIspRC gIa LC gLATION CO SRUON NDUSTRYLENSNG3 SEQ #L1oo82001651 DATE BATCH NUMBER LICENSE NBR 08/20/2010 107009153 CGC1513905 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2012 TREADWAY, BILLY G JR KST CONSTRUCTION INC 3283 NW 32ND AVE OKEECHOBEE FL 34972 CHARLIE CRIST GOVERNOR DISPLAY AS REQUIRED BY LAW CHARLIE LIEM SECRETARY AC# STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ# L09082200424 DATE BATCH NUMBER LICENSE NBR 08/22/2009 098022929 QB55999 The BUSINESS ORGANIZATION Named below IS QUALIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2011 (THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS THE COMPANY TO DO BUSINESS ONLY IF IT HAS A QUALIFIER.) KST CONSTRUCTION INC 3283 NW 32ND AVENUE OKEECHOBEE FL 34972 CHARLIE CRIST CHARLES W. DRAGO GOVERNOR DISPLAY AS REQUIRED BY LAW SECRETARY Mar 31 2011 8:39RM HP LRSERJET FRX p.1 OP ID: ME AFRO' CERTIFICATE OF LIABILITY INSURANCE DATE 1YYTI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSuRER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder le an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement, A statement on thls certificate does not confer rights to the certificate holder In lieu of such endonemant(s). _ PRODUCER 983.783.7711 Pritchard, & Aesoclatee, Inc. 883- 783 -9829 1802 S Parrott Ave Okeechobee, FL 34974-6179 Lowell H Pritchard WjecT Melissa Ferrell PNONi BB3 -T63 -7711 FAX 883.763.5629 o, Emil (An No ; AD R!� mferreII prltchardsInc.com PRSDIICER CUSTOMER ID P. KSTCO.1 INSURERS) AFFORDING COVERAGE NAIL $ INMUR[D KST Construction, Inc. 3283 NW 32nd Avenue Okeechobee, FL 34972 INSURER A: Florida Citrus, Business 8. Ind LIABILITY COMMERCIAL GENERAL LIABILITY INSURER a . Southern Owners 10190 INSURER C : Auto Owners Insurance Co. 1 8988 INSURER D ' Assurance Company of America 11/23/10 INSURER ! EACH OCCURRENCE INSURER F 1,000,000 ICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INBR TYPE CF INSURANCE AUDI. !HER SUNK W UD POLICY NUMBER POLICY EFF IMMIDDIYYYTJ POLCY EXP IVENDE/YYYYI LBWS B GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR 72724589 11/23/10 11123/11 EACH OCCURRENCE 6 1,000,000 X DAMAGE TO RENTED PREMISES R aMGanencal 5 300,000 CLAIMS-MADE I X J M!D !XP (Any one Perron) 5 10,000 PERSONAL 5 ADM INJURY 6 1,000,000 GENERAL AGGREGATE 6 2,000,000 OWL AOOREOATE LIMIT APPLIES PER, POLICY n A Ti I LOC PRODUCTS - COMP/OP AGO $ 2,000,000 -1 6 C AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS I 4719230500 10/07/10 10/07 /11 COMBINED SINGLE LIMIT 'Pe erLMent) 6 300,000 X BODILY INJURY (Per pereon) $ BODILY INJURY (Par accident) 6 PROPERTYCAMAGE ;Per accident) . 6 — 5 6 UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE 8 AGGREGATE 5 DEDUCTIBLE RETENTION 6 6 6 A WORKERS COMPENSATION AND EMPLOYERS. LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) if yet dorcde. under DEBCRIPTI0N_OF OPERATIONS Y(� I 1 N / A 10840838 D4/D1H1 04/D1/12 ( i WC 8TAYIJ- 1 IOTH- TORY LIMITS 1 ER E.LEACHACCIDEHT 6 1,000,000 E L. DISEASE - EA EMPLOYEE 6 1.000.000 b *Jqy. EL. DISEASE - POLICY LIMIT 5 1,000,000 B D Property Section Equipment Floats 72724689 ECt16984793 11/23/10 07113/10 11/23/11 07/13/11 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD ¶01, Addroonal RANSOM Semen nmon Nascent required) _CERTIFICATE HO LDER CANCELLATION CITYOI4 City of Okeechobee 66 9E 3rd Ave Okeechobee, FL 34974 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION OATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) ID 1988.2009 ACORD CORPORATION, All rights reserved. The ACORD name and logo are registered marks of ACORD --a,b . 803 -1603 - l cp tcLiyal CERTIFICATE OF LIABILITY INSURANCE PRODUCER Pritchards 5 Associates, Inc. 1802 S Parrott Ave Okeechobee FL 34974 -6179 Phone:863- 763 -7711 Fax:863- 763 -5629 INSURED 3283CLWs32ndtAvenue Okeechobee FL 34972 OP ID TS KSTCO -1 DATE (MMIDD/TYYY) 10/28/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC • INSURERA Florida citrus, eueineas a Ind INSURER B: INSURER C: INSURER D: INSURER E: Southern Owners Auto Owners Insurance Co. Assurance Company of America 10190 18988 THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES- AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER DA ( .. `U1. ....a, -- -.I ...I ,, . DATE (M�'YY /I LIMITS $ GENERAL LIABIUTY COMMERCIAL GENERAL LIABILITY 72724589 11/23/10 11/23/11 EACH OCCURRENCE -DR $300,000 X P I S E.oc revs) $300,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ 10,000 J GEN'L PERSONAL & AOV INJURY $300,000 GENERAL AGGREGATE $300,000 AGGREGATE LIMIT APPLIES PER POLICY 7 PRO- 1 LOC PRODUCTS - COMP/OP AGG $ 300,000 C AUTOMOBILE X UAeILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 4719230500 10/07/10 10/07/11 COMBINED SINGLE UMR (Eeaccident) 6300,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY AGG $ EXCESS / UMBRELLA UABIUTY 1 OCCUR I 1 CLAIMS MADE I DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE 6 S $ $ A WORKERS AND EMPLOYERS' ANY OFFICER/MEMBER (Mandstay If yes, deeenbe SPECIAL COMPENSATION LIABILITY 106 -40636 04/01/10 04/01/11 WC SIA111- 0FH -' X )TORY LIMITS ER EL EACH ACCIDENT $1000000 PARTNER /E ECUTIVr l ( 11 E.L. DISEASE- EA EMPLOYEE $ 1000000 In NH) under PROVISIONS below E.L. DISEASE- POLICY LIMIT $ 1000000 D OTHER Equipment Floater EC65984793 07/13/10 07/13/11 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION FORIN -1 * *FOR INFORMATION ONLY** Certificate can be issued to specific holder upon receipt of holder name and address. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR 70 MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS AGENTS OR REPRESENTATIVES. AUTHORIZED PRESENTATIVE/ / ACORD 25 (2009101) 0 198E -20b9 ACORD CORPORATION, All rights reserved. The ACORD name and logo are registered marks of ACORD 41.. 40 dw Wotl Blxtl'o film l O 12'X16' Roll upDoor. 12' X 16' Roll up Door 100' - o" Plan Side elevation 0 End Elevation 80' X 100' Metal Utility Building. June 15, 2011 Asmussen Engineering LLC. Engineering & Environmental Services P.O. Box 1998, Okeechobee, FL 34973-1998 Office: (863) 763-8546 Fax: (863) 467-8560 City of Okeechobee — Building Department 55 SE Third Avenue Okeechobee, FL. 34974 Subject: City of Okeechobee Storage Building 500 NW 1 lth Avenue Okeechobee, Florida Pefinit No. 1104119 (80' x 100') Steel Erection Framing Inspection Nucor Building Systems Job No. Sl1P0153A To Whom It May Concern: This transmittal is provided to certify that the above-referenced metal building's structural framing has been inspected and found to be constructed in substantial compliance with Nucor Building System's certified metal building plans (Job #S11P0153A document package). In the event there are any questions or concerns, please contact our office at (863) 763-8546. Sincerely, 1131AA Loris C. Asmussen, P.E. Principle C: City of Okeechobee File (Storage Building)