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Home My Public Portal AboutAmendment No 12James A Cummings, In 3575 Northwest 53rd Strec Fort Lauderdale FL 33309 I umrya' nas General Contractors MEMORANDOM TO Paul Abbott FROM Alex Smith Jr Phone 954 733-4211 Fax 954-485 9688 Website wwwjamesacummings com SUBJECT Village of Key 1 d'ayne Civic Center Amendment No 12 — Installation of Dewatenng Recharge System for the Village Community Center DATE November 24, 2003 Transmitted are five (5) copies of GMP Amendment No 12 for Installation of Dewatenng Recharge System for the Village Community Center executed by James A Cummings, Inc Please forward these documents to the Village Clerk with instructions for signature by the Village Manager & Attorney as this amendment has been approved by the Village Council Please return Two (2) copies to the James A Cummings, Inc Jobsite Office Thank you for your attention in this matter If there are any questions and/or concerns regarding this matter please do not hesitate in contacting this office at (305) 361-9227 for discussion cc FILE AMENDMENT TO AGREEMENT BETWEEN OWNER AND CONSTRUCTION MANAGER PROJECT NO PROJECT NAME AND LOCATION AMENDMENT NUMBER VKB-98069000 Village Community Center (Recreation Center) Village Fire Station, Police Station, and Administrative Office of the Village of Key Biscayne, Flonda (the "Project") #12 (Installation of Dewatenng Recharge System for the Village Community Center ) THIS AMENDMENT made this 3rd Day of September in the year Two Thousand and Three By and between the Village of Key Biscayne, Flonda, a Flonda municipality, (the "Owner") and James A Cummings, Inc a Flonda Corporation 3575 Northwest 53rd Street Ft Lauderdale, FL 33309 Phone (954) 733-4211, Fax (954) 485-9688, Federal Tax I D Number 59-2098732, (the "Construction Manager") WHEREAS, the Owner (as a direct signatory and through its former agent, the Department of Management Services of the State of Flonda (the "DMS")) has previously entered into the Agreement between the Owner and Construction Manager, and WHEREAS, the Agreement has previously been revised by Amendment Nos 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 and 11, WHEREAS, it is now necessary to revise the Agreement to Install the Dewatenng Recharge System for the Village Community Center NOW, THEREFORE, in recognition of the good and valuable consideration provided by the covenants hereof between the parties, the Owner and the Construction Manager hereby covenant and agree to amend the Agreement to include work for the Owner directed changes for the Village Community Center and to identify its funding source, to identify the drawings, specifications and other documents upon which the GMP is based, and to otherwise revise the Agreement, as follows (1) Guaranteed Maximum Price — the Guaranteed Maximum Price (GMP) for construction of Project VKB-98069000, Village Community Center, Village Fire Station, Village Police Station, and Administrative Office of the Village, as defined in Article 7 1 of said Agreement shall be $21,418,894 59 (which includes the $81,728 00 GMP for the Installation of the Dewatenng Recharge System as listed below in item 2 a for the Village Community Center Building ) (2) Drawings and Other Supporting Documents — in addition to the drawings, specifications and other supporting documents identified in previous amendments (No 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 and 11) to the Agreement, the Guaranteed Maximum Pnce (GMP) for construction of the Project, is based upon the following drawings and other supporting documents a Proposal #R -13C to the Village of Key Biscayne from James A Cummings, Inc , dated August 22, 2003, and as directed by the Village of Key Biscayne in accordance with Field Change Order No 3, dated August 21, 2003 and Langan Engineenng Report dated August 22, 2003, which are attached hereto as Exhibit "A 1 " b The revised Project Budget, which is attached hereto as Exhibit "B " (3) Changes in Agreement — various changes are required to the exhibits and articles of the Agreement to reflect the amendments descnbed herein It is agreed that the articles and exhibits of the Agreement shall be deemed to be amended, to provide the following a Installation of the Dewatenng Recharge System for the Village Community Center Building in the amount of $81,728 00, and establishment of the GMP for the Project of $21,418,894 59 (4) Effect On Agreement - except as provided above, the articles and exhibits of the Agreement which are not affected by the amendments provided for herein shall remain in full force and effect IN WITNESS WHEREOF, the parties have executed this Amendment the day and year first written above JAMES A CUMMINGS, INC Attest By 1 �/lr,.�.�� ct1 �G •t Corporate Secretary Witnessed By L./5 -et 64.177 cch' / o By (pnnt name) illage Clerk By tth tA Gilliam R Derrell Corporate President James A Cummings, Inc VILLAGE OF KEY BISCAYNE Approved as to form and le al sufficiency By Vil age Attorne 103001\agreements\amendment t. agreem nt between owner and construction manager (Corporate Seal) EXHIBIT B OWNER S CONSTRUCTION BUDGET ITEM DESCRIPTION CONSTRUCTION BUDGET CONSTRUCTION MANAGER S PRECONSTRUCTION PHASE FEE $113 190 00 SUBTOTAL OWNER S TOTAL PRECONSTRUCTION PHASE FEE $113 190 00 VILLAGE FIRE RESCUE DEPARTMENT & ADMINISTRATION AND POLICE FACILITY CONSTRUCTION MANAGER S CONSTRUCTION PHASE FEE $527 392 00 CONSTRUCTION MANAGER S OVERHEAD & PROFIT $457 223 00 CONSTRUCTION BUDGET BALANCE $9 862 250 00 AMENDMENT NO 09 - OWNER REQUESTED CHANGES $232 893 00 SUBTOTAL CONSTRUCTION COSTS $1 1 079 758 00 ANTICIPATED OWNER SALES TAX SAVINGS ($159 266 00) SUBTOTAL $10 920 492 00 OWNER S CONTINGENCY $256 924 00 OWNER S GMP BUDGET FIRE RESCUE & ADMINISTRATION/POLICE $11 177 416 00 OWNER S CONSTRUCTION BUDGET FIRE RESCUE & ADMINISTRATION/POLICE WITH PRECONSTRUCTION FEE $1L290,606 00 VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK ELECTRICAL DUCT BANK AND WATER MAIN CONSTRUCTION MANAGER S CONSTRUCTION PHASE FEE $119 226 00 CONSTRUCTION MANAGER S OVERHEAD & PROFIT $34 521 00 CONSTRUCTION BUDGET BALANCE $647 913 00 OWNER S CONSTRUCTION BUDGET VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK ELECTRICAL DUCT BANK AND WATER MAIN $801,660 00 VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK PHASES 1, 2, 3 & 5 (INCLUDING STATE SCHOOL "FF SANITARY SEWER FORCE MAIN) CONSTRUCTION MANAGER S CONSTRUCTION PHASE FEE $62 630 00 CONSTRUCTION MANAGER S OVERHEAD & PROFIT $67 483 00 CONSTRUCTION BUDGET BALANCE $1 459 011 00 OWNER S CONSTRUCTION BUDGET VILLAGE CIVIC CENTER SITE & SITE INFRASTRUCTURE WORK $1,589,124 00 VILLAGE COMMUNITY CENTER (RECREATION CENTER) CONSTRUCTION MANAGER S CONSTRUCTION PHASE FEE $564 455 00 CONSTRUCTION MANAGER S OVERHEAD & PROFIT $428 698 00 CONSTRUCTION BUDGET BAI ANCE $9 003 553 00 OWNER S CONSTRUCTION BUDGET VILLAGE COMMUNITY CENTER (RECREATION CENTER) $9,996,706 00 EXHIBIT B (cont d ) OWNER S CONSTRUCTION BUDGET OWNER CHANGE ORDERS OWNER CHANGE ORDER NO 1 ($1 140 899 62) OWNER CHANGE ORDER NO 2 ($l 118 301 79) SUBTOTAL OWNER S CHANGE ORDERS ($2,259,201 41) OWNER S TOTAL CONSTRUCTION BUDGET (ALL PHASES) $21 418 894 59 /4\ e__,XJAtilrir "A C" ummin9s General Contractor, \/--'-- / August 22 2003 SKYLINE MANAGEMENT GROUP INC 88 West McIntyre Street Key Biscayne, FL 33149 ATTN Mr Paul Abbott, Project Director RE KEY BISCAYNE CIVIC CENTER — COMMUNITY CENTER REQUEST FOR CHANGE ORDER PROPOSAL R -13C INSTALLATION OF DEWATERING RECHARGE SYSTEM Dear Mr Abbott, To accomplish work noted in Field Change Order No 03 dated August 21, 2003 for the installation of the Dewatering Recharge System for the Community Center, an additive change order in the amount of $81,728 00 is required Please see attached summary form and subcontractor quotations for a recapitulation of this amount The work of this change order request is limited to the Installation of a Dewatering Recharge Well Point & Trench System, as delineated in the Langan Engineering Report dated August 19, 2003 and the revisions indicated below James A Cummings Inc 3575 Northwest 53rd Street Fort Lauderdale FL 33309 Phone 954 733-4211 Fax 954-485 9688 Website rvww,amesacummings com TRANSMITTED VIA FAX (305) 573-2620 • Recharge Well Points installed on the North, South and East Perimeter @ 42 centers to EL - 6 • Recharge Well Points installed on the West Perimeter @ 30" centers to EL - 6 • Recharge Trench installed on the East & a portion of the South Perimeter As you are aware this change is affecting our ability to complete work at the Community Center, specifically the Excavation for the Mat Foundation James A Cummings, Inc is proceeding with the Work to mitigate any schedule impacts resulting from this change James A Cummings, Inc reserves its right to request a time extension along with compensation as outlined in the Agreement between the Owner and Construction Manager The extent of the time required is not discernable at this time, once the impact has been determined, we will advise you accordingly If there are any questions and/or concerns regarding this matter please do not hesitate in contacting this office at (305) 361-9227 for discussion Sincerely, Reviewed & Approved JAMES A CUMMINGS, INC SKYLINE MANAGEMENT GROUP, INC / Cc der Smith Jr ect Manager Rick Derrer JAC Paul T Abbott illage of Key Biscayne Project Director Rob Maphis, JAC Fnc Squilla JAC FILE James A Cummings Inc Proposal Summary Form Village of Key Biscayne R -13C Community Center Dewatenng Recharge System IE ummin s SECTION + DESCRIPTION OF WORK 1 LABOR _ MATERIAL SUBCONTRACT 02 STONE CIRCLE UNDERGROUND INC Furnish & Install 240LF of French Dram for Dewatenng Recharge System at the Community Center -1- 03 FORMWORKS INC $11 050 Griffin Dewatenng - Furnish & Install Dewatenng Recharge System as indicated on Langan Engineenng Report dated August 21 2003 $66 384 SUBTOTAL LABOR BURDEN SALES TAX SUBTOTAL TOTAL OVERHEAD (4 5%) SUBTOTAL PROFIT (Included in Overhead above) SUBTOTAL BOND TOTAL $01 $01 $77 434, $0 00 $0 $0 $0 $77 434 $77 434 $3 485 $80 9191 N/A 1 $80 9191 $809 1 $81 7281 08/22/2003 JAMES A CUMMINGS INC btN tlY b UN U-Ht,Lt, 954 JJ 0685, AUG 19 03 '1 1 GAM, PAGE 2/2 STONE -CIRCLE UNDERGROUND, INC CHANGE ORDER REQUEST FOR KEY BISCAYNE RECREATION CENTER AUGUST 19, 2003 i water • sewer • drainage construction Description This change order is to provide a 8" perforated HDPE pipe with 4' wide x 2' deep exfilltration trench Trench will contain 3/4" wash rock with filter fabnc above ground water elevation for jobsite dewatering operation Connection to this pipe to be performed by others No mobilization fee will be required if work is performed while onsite performing contract work Description uanti Unit Extended Equipment Mobilization (If Required) 1 LS $850 00 $850 00 8' PHDPE French Drain 240 LF $42 50 $10.200 00 Total = $11 050 00 Total For This Change Order = $11,050 00 keybtsreccntr5 383U S W 30th Avenue Hollywood, Florida 33312 (954) 331 5020 Fax (954) 331 0685 License #91 1257 FORM WORKS, INC. 4951 SW 34 Place Ft Lauderdale, Fl 33314 Date 8/21/03 Attention Alex Smith Addressed To James A Cummings 3575 NW 53 St Ft Lauderdale, Ft 33309 Phone (954)587 0530 Fax (954)58' 75/ i RCO # 5 Ticket # s Jobs!te Key Biscayne Rec Center We hereby request an increase in our Contract for the Amount of $66,384 for the following 734‘j tics (1)-\) Ground Water recharge system per JA CUmmings /Langan 8/18/03 Item Qty Unit Rate Sub Total Tax Ins Fringe Fnnge Total 13% 24% Rate Amount Griffin Dewatering 4 MONTHS SYSTEM Sincerely Steve Binford 1 00 EA 635 890 00 $35 89 90 00 DAYS $235 40 $21 18 $57 076 $35 890 $21 186 Total $57 076 Sub Total $57 076 10% Overhead $5 708 Sub Total $62 784 5% Profit $3 139 Sub Total $65 923 0 70% Bond $461 Total $66 384 R E ' ' '_ D Ai lC Jar --1_ , 14 Key b SL3yl a .: — -titer \uallst 21 2003 Pi_ 1 FROM GRIFFIN CELH-EF i ',G SOF FH -< No 954 173 �y Aug 21 2003 11 15AM °2 FORMWORKS INC 4951 S W 34'14 PLACE FT LAUDERDALE FLORIDA 33314 ATTENTION STEVE B LNFORD SUBJECT GROUNDWATER RECHARGE SYSTEM QUOTE Dear Mr Binford, VGRIFFIN Griffin Dewatenng South Florida L C 1321 NW 13th Ave Pompano Beach Ronda 33069 Phone (954) 969 8854 Fax (954) 969 9113 8-21-03 Per my conversation with Alex Smith of Tames A Cummings, Inc of yesterday P M we have been requested to provide a revised price for the recharge system with changes as follows East side- recharge points installed @ 42 centers North and South sides- recharge points @ 4-2' centers, West side- recharge points ® 30" centers Based on these changes we amend our price for services to $35,890 tax included The daily cost for system usage is reduced to *$235 40 per day tax included *Daily usage/rental charge to commence upon completion of installation of this system Tune frames for procurement, preparation and installation to remain the same as noted in our letter of 8-19-03 We hope that this is the information you require Please contact us should you have questions or comments Very Truly Yours 4 ,, ,, ,1/ ' David Handy al Langan ) Mr Pa,l Accc SKy(ire Maragc-'e-, c..c 4040 NE 2nd Ave Suite 305 Miami For Ca 33137 RE Recharge System Village of Key Biscayne Recreation Center Key Biscayne Florida Dear Paul i y AugL� C:6€908 1 tc C rifer � r rf l CcAeer 3frIG Pt ,sac r .� kr<iic a J w9' C 1 rl ar 3 l-tt an Cerake J Z9rnt eYa ^a,8 A A abet G-agary _ P ,. Micvel C Sam B 'shah M C S t .icel B L rdes o John J McDoy „Jr Ph O P ?plan R Poe oel p - Jescon E Romano P L� Learard C Savirc Steven Leland P OMNJ Leary PE Based on our previous groundwater model studies a recharge system is required around the site The recctaucharge system in conjunction with the sheetpiles will minimize the impact of groundwater drawdown around the site The recharge system will consist of closely spread we'Ipo►n's around the perimeter of the excavation In addition an Exfiltraton/French drain will be placed along the southeastern portion of the site The approximate layout of the system IS shown on the attached figure wh ch was prepared by James A Cummings based on our meeting yesterday The wellpoints w II be placed on 2 1/3 ft spacings and the tip will be at el 6 In areas where there are vehicular access points the weltpotnts will be omitted and the recharge header pipe will be buned to avoid damage The recharge trench will be 4 ft wde and about 4 to 5 ft deep (slightly penetrating below the water table) A geotextile filter fabric will enclose the trench and crushed stone w11i be placed in the trench A perforated pipe capable of high discharge flow will be placed within the crushed stone to carry the discharge waters through the trench The geotexttle fabric will cover the top of the stone and fill will be placed above the trerch at least where it underlies tt'e access points on the south and east sides The trench could be left open at the top along the eastem side A sketch of the trench cross- section is attached An addrttonal 10 groundwater monrtormng wellpc►nts should be mstal'ed at locations dispersed throughout the site during the recharge system tns'allatlon ir order to better document and venfy the groundwater levels around the see during dewater ng Should you have any questions please call us at (305) 362 1166 JMIRAA cs Attach men's Ce Ernes`o Ce cas \ Skji ne Marageme^t G Alex Smith \ James A CLmn~ rigs T Cata9k6C60J\60669tralRecnarge System icc Very truly yours LANGAN ENGINEERING AND VIRoON TAL SERVICES INC John Magnav�, E stant Pj ject Manager ogek A A c Asscctate 7940 V Al LA 2D i v E Si 1 N A A ,_a1(E F rn t 3 a-11 7 )99 (3Cc) 902 1 b5 ill/0030 PARK P4 NEW TOR N 1 1 W V C Alf A 0 EJTOPTY PA N A W 30 rvr 1 9 Fri F.,ti 1,305 3t2 521_ L 1 0 71 Y r4 J Im m Lz a 1 r 1 % f _ ` 1 j T Cast7WfllG1.. ad .5-7 37P*'a wA-S NEo ,mac / Tb ? per►_ tea, 7E l/#1. #4 4/#9Mm' zez4,71,11 1- Fr 12.`1 EL -a 7Z( 77' E Frli i;44c I 14/ rid' cave( -7;o-7 Z,9 . fed Wive 1414 Atctti?Ade' 7tie y ,.s.tfe 4' 'f2 y we-G1//Ak,I 40F" 3 s' it si c'• s J '377, roc' EL ele, -r/'MJ 77, et 6 .lea~ Ar4 e' T11 - mf' I)' 4se- 4e .Ec Cho DA "E A'E P901 NC ‘Q 9p6. a,En / or _Z______. i= Langan QRDE� VLs a et Key s1scsys. Coasauity Cuter !ri'RA Jam, A. �Iac. DIRECTIVE NO _ - - DATE • cep/ Zi /p; _ VIM PROM= NO —11X341061000 CONTRACT DATE GNP - Oct 17, 20G2 CONTRACT FOR General Coastraction Yon Oro kereby dfr.cted to sec or porahr lrIewkeg damp is the eas,ttraee 024:5...ie toe / aL.. N ca Ss 2 c.r r4. -ors. au ties is - euma ►- tAm. ---n r I3 cT(A✓ Mx - / 1z -t N Cm 2,43.4.- G)4 S •ST M ,a.•s. 't0 % rt..." 1,4 "'rl4At' W.4 MC. Foil 1.„‘..1 .44,1"-....) to try Ilirznla rlc, tab -wk. -C:6 tZerm-tet2.3..*1.-7csrC) it$ _ __ ___ "Tfike .1 4. c.,. s_s --C ►-r;,p -as.---z. `_ per_. ANTICl'ATvD ADJUSTMENTS 1. this pcopossd bass of sdju•as.vt to tbs Ousn:eised Marina Price is o Lump p Se$s (nurse) ay off ' cao a Veit Tres of a AI prervided ha S s spb 10 1.3 of Agmen,ttnt b t„oon Owner and Commotion }Anew _. Tho'Cottstrart r ano m reposed (to bcoiletcrsomill The Droposad act aatricrt of (to be deteez,ais.dl days) Wyatt aimed by pa Owner aad Contractor, thh daft bearer efittettve mountArns as s YIELD C*ANGE O*DU1 ad the Costractor shad proceed with lye cbup dascribcd above bf 8 0 89 Watt MoIA'rro Strom rom Kcy Biscayne, Flanda 33149 DATER Swam b7 *fie Cdr Iadikar the Caictar r with repased sclitalesseit la Cabot SAM art Catur.e Thew sat faith fa thi. Pidd Clump Ohre Jams A. Cam,k cOImacroa 3575NW 53"&net P t Laude dale, Flom de 33309 taftrEs 12 �nr . tray t Langan Engineering and Environmental Services Inc 22 August 2003 6066908 VIA FAX AND MAIL Mr Paul Abbott Skyline Management Group 4040 NE 2nd Ave Suite 305 Miami Florida 33137 RE Additional Discussion of Recharge System Village of Key Biscayne Recreation Center Key Biscayne, Florida Dear Paul Bernard F Langer P Geage E Dernck P George!' Kelley P Michas A_ Sorrier= Jr P E Dawd T Gocicel P E Nic olev De Rose PG Cabot M Hudson P E Andrew J Gam. PE George E. Looerme P E Gerard M Coca. P E Colleen Costello PG Rudolph P Fnm P E Ronald A Fuerat C LA Cnaona M Gonzalez P t. Wrlbam G Lothian F E Steven Wand PE Ge aid J Zar^brella C E Roger A Archabal P E Gregory L Biesladecda P E. Michael E Coveau P E Michael M Gold• ein Soma landic.MCSE Joel 8 Landes P E John J McElroy Jr PhD P E R S Murafi MS Alan R Poepral P E Joseph E Romano P L S Leonard U Savtno P E CON4ULTANI Denrns J Leary PE This letter is written to amend some of our suggestions discussed in our letter dated 19 August 2003 for installing the dewatenng recharge system With the assistance of James A Cummings (the General Contractor) we have scrutinized the cost effectiveness of installing closely spaced wellpoints and material costs for the recharge trench cross-section while maintaining the technical feasibility of the system The recharge system plan configuration should remain the same as shown in the plan attached to the previous 19 August 2003 letter However based on our discussions with the General Contractor and after evaluating the recharge system preliminary cost estimates the wellpoint spacing could be spread from 30 inches to the original 42 inches on the north east and south sides of the excavation The wellpoint spacing should be kept at 30 inches on the west side of the site The wellpoint tip elevations will be at el -6 The supplemental recharge trench in the southeastern area should have at least 12 inches of washed filter rock above the top of an 8 inch diameter perforated pipe The on -site relatively clean sand removed from the excavation can be used as trench backfill matenal overlying the filter fabric wrapped washed rock The overlying material should be free of deleterious matenal and placed in compacted lifts where required As previously stated the depth of the trench should be 4 to 5 ft and should penetrate into the clean underlying sands Based on the Geotechnical Investigation done by others our own field observations of the mass excavation bottom and the pilot test discharge pit excavation we anticipate this range of depth to be below the organic soils and silty sand stratum of low permeability and into the underlying sand which has a higher permeability We understand these refinements to the recharge system discussed above will reduce recharge system costs These refinements should have negligible impact on the desired effect of the recharge system Should you have any questions please call us at (305) 362-1166 1 JM\RAA cs Attachments cc Ernesto Cercas 1 Skyline Management Group Alex Smith \ James A Cummings T \Data9\60669\6066908Wdddional Recharge System Comments doc R Very truly yours LANGAN ENGINEERING AND ENViRONM NT - INC PE ect Manager A. rctiabal P Associate ... 1. left earn 7900 MIAMI LAKCS DRIVE WE"T SUITE 102 • MIAMI LAKCS FLURICA 33016 5897 • (3C5) J62 1166 ELYM000 PANIC NJ NEW YORK NY NEW MAVEN CT Pn1LADELPNIA P. DOYLESTOWN PA ■IAYt FL FAx (305) 362 5212 Pug 18 03 CS OSF key Biscayne Civic Certa- 536 1 5647 P 2 r i i fro .5 • fol 1-N 11 r f3-2 2i: Fr -ir 11L17, -__L ..fi yvr97 i t/6 5')'s '`? Cae.�,� ,r4vpfjer 47R10 ,FJi- c s7 .s19�4- C" wAy A� WIHSA /E ,iCk- / v6 2 /44-A /:›tocA'QATED ,/P‘ 4 F tAl i FAN �� r ente lJ WIZ sine 11 ova-t_r• 121" fri,14 was ' rTACIC rill' Gave( 4 /4 AINV FAA°, eto 77 '1 y e,Ccti rdF , *W Ti'P "L srT Xor 5c .5kETC, Y ve.sZ'A 8/z / 1i- 70. i2 /4 of e4j I4 476 SFr �ECf f.4 ...e77?s C,Rdi 5 S OAJ Vitt 46.6 ac Irzr/,414-AyIE RE< C6ansummummom - 9Y DATE A//7/ GKD DATE p"cu np f 041-'/ 08 SHEET OF Langan Engineering and Environmental Services the