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HomeMy WebLinkAbout2001 01 08 Regular D Enhancement Winter Springs Boulevard and Tuskawilla Road Intersection COMMISSION AGENDA ITEM D CONSENT INFORMATIONAL PUBLIC HEARING REGULAR X January 8, 2001 Meeting MGRfZ/!DEPT jIY Authorization REQUEST: Public Works Department Requesting the City Commission Make a Final Determination on the use of Brick Pavers or Stamped Asphalt at the intersection of Tuskawilla Road and Winter Springs Boulevard with accurate costs now available. PURPOSE: The purpose of this Board item is to request direction from the City Commission on whether to use brick pavers at a cost of$262,738.36 or stamped asphalt at a cost of $76,878.99 to enhance the intersection of Winter Springs Boulevard and Tuskawilla Road. CONSIDERA TIONS: This agenda item decision is needed in order for the contractor to proceed with the construction of Tuskawilla Road as originally designed, or for staff to initiate a change order for the brick pavers at a cost of$262,738.36, or for staff to initiate a change order for stamped asphalt at a cost of$76,878.99. The City Commission approved an interlocal with Seminole County for the construction of the brick pavers at a cost $192,000 on July 6, 1999. The County staff subsequently returned the interlocal in a revised format for execution with concerns about the estimated brick pavers cost being low. We then retained Bowyer, Singleton & Associates to design the intersection improvements in the appropriate County road standards format. The design was provided in January 2000 to the contractor via County staff and Parsons Brinkerhoff, the County's CEI (Construction and Engineering Regular Agenda Item D January 8,2001 Page 2 Inspection) representative for Tuskawilla Road. We received the change order cost estimate for the brick pavers along with a proposal for stamped asphalt. AL TERNA TIVES The brick pavers change order cost is $262,738.36. A copy of the pattern and construction detail is attached. In addition to the higher initial costs, staff has concerns about long-term maintenance costs and the maintainability of the appearance of the pavers. Of particular concern is how the repair of an irrigation or water main leak would be located and then fixed with the asphalt/concrete/pavers layers of construction. A change order for the brick pavers would result in a two-month time extension to the construction contractor's contract and the CEl's contract. The improvements would be constructed in halves with Winter Springs Boulevard closed to Tuscawilla and Oak Forest for thirty days each. The alternate provided by the contractor is for stamped asphalt at a cost of $76,878.99. A copy of the literature provided is attached. The stamped asphalt has an advantage of being able to be "repainted" with the polymer coating periodically to rejuvenate the appearance. Any repair restoration would be more consistent with traditional asphalt repairs although the vendor would be needed to restore the pattern. Staff reviewed two sites that had stamped asphalt; the Oviedo trailhead, which was unacceptable, and the McCulloch Road traffic-calming median that was well done, a picture of which is attached. The vendor indicated a "certified" installer did not do the Oviedo trailhead, which would not be the case on Tuskawilla Road. The County recently removed the stamped asphalt at McCulloch Road due to threatened litigation by the adjacent homeowner regarding the noise. The stamped asphalt would result in a two-week extension to the construction contractor's contract and the CEl's contract. FUNDING: The funding needed for this project is $262,738.36 for the brick pavers or $76,878.99 for the stamped asphalt. The source of funds would be the City's allocation from the Seminole County Transportation Plan whose source of revenue is the One-Cent Sales Tax. Of the City's Regular Agenda Item D January 8, 2001 Page 3 original $2.8 million allocation, to date $292,000 has been appropriated for the Oak Forest Wall Footing and Design leaving $2,508,000 currently dedicated to "Traffic Operations and Capacity Improvements to be Designated". Once this issue is resolved, we will be pursuing an interlocal agreement dedicating all remaining funds Town Center collector roads. RECOMMENDATION: It is recommended that the City Commission direct staff to proceed with a change order for the installation of stamped asphalt at the intersection of Winter Springs Boulevard and Tuskawilla Road at a cost of $76,878.99 and for staff to work with County staff to prepare a construction and maintenance interlocal agreement incorporating the stamped asphalt costs as a portion of the City's allocation of the One Cent Sales Tax. IMPLEMENTA TION: Staff will proceed with finalizing an interlocal agreement designating the remaining funds from the City's allocation of the One-Cent Sales Tax. ATTACHMENTS: 1. Change Order Analysis of Brick Pavers and Stamped Asphalt by CEI 2. Brick Pavers Plan and Profile 3. Stamped Asphalt Vendor info 4. McCulloch Road Pictures COMMISSION ACTION: A TT ACHMENT NO. 1 -- -- -- -- ---- ---- ---- --- -- -- -- --- - -- - -- - - - - - - - - - - Transmittal 100 YEARS e Parsons Brinckerhoff 805 Tuskawi/la Road Winter Springs, FL 32708 407-388-0017 f~........ ..... ...~~p. ..~?~.k.~.~.~. ...... ...... fr..~rt1: ..... ... ...:..S..i.I.I...~.1 ~~.~.?n ..................... <? !.~X.? f. .\tY.~.~ ~ ~.~.. ~ p. r.i .~~~................. date December 29, 2000 ............................................................. p.r()j~.c.t......!l;l~k.~'^'i.II~()~~..~ Phases III and IV. ....... ..... l'~o!e.~~.~~.~.b.e.'. FC - 168 -99 / BJC via: o mail 181 messenger o fedex for your: o information/use o approval 181 review/comment tlte following: o slides o photographs o prints o videos o pfans o samples o specifications 181 other .if.u.a:It.ti.~. ..... . ~~S.~p'~il1!'............. ............ date . r.e.t.Urrt. .h.!!. . ~~.~. fl~.e.. 9. r.~ .e..r. .J\fl.~ I y'.s .i.~. .!().r. .B.r.i ~~. .~.~.v.e.r.~......................................................... 12/29/00 N/A . ~.e.t.~ ~r.. fr.() .IT.1. .B.~.r~.e.r().fl. ~i.t~.. p'.r()'p'().~.~ I. ~o.:... ~.r! .~.~. ~ ~~~.r~................................. 12/4/00 N/A .~.e.~.t ~r.. !r.() .IT.1. .B.~.r~.e..r().fl. ~i.t~..! i.rT1.e... ~.~.~ ~.fl ~ i ().fl. ~fl.~ ~y.~! .s.f() r.. .B.r.i.~~. .~.a.v.e. r.s............. 12/22/00 N/A . ~~.~. fl~e.. 9.r.? .e.r. .J\fl.~ I Y..~ .i.~. .!().~..s. t.~ rTl.P.~.?.~ ~.v.e.~.s............................................................ 12/29/00 N/A If enclosures are not as noted, kindly notify us at once. comments Please find attached the above referenced items for your review and approval. The following is a summary of the contractor's and eEl's price tor both the Brick Pavers and the Stamped Pavers: Brick Pavers with 2 Month Time Extension $262.738.36 AUe...le '"st."'p~dP"e"WUh~MO"'hT;"'eE't'",;O" ....... ..?;l;/;87~99 .... mm ........... .. ~~,:;t~~,e . ... ..mmm m. .... .... . .... ... .'.I....t""../uY/'t"~ m . Over a Century of Etlf?itleeritlf? Excelletlce 12129/00 =-=- p~ 100 YEARS [, SEMINOLE COUNTY FC-168-99/BJC TUSKAWILLA ROAD PHASES III AND IV CHANGE ORDER ANALYSIS BRICK PAVERS CHANGE ORDER DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL JOBSITE SUPERVISION-90 DAY TIME EXT Labor Supervisor 528.00 HR $28.00 $14,784.00 328.00 HR $28.00 $9,184.00 328.00 HR $28.00 $9,184.00 Road Foreman 528.00 HR $24;00 $12,672.00 328.00 HR $24.00 $7,872.00 328.00 HR $24.00 $7,872.00 Clerk 528.00 HR $12.00 $6,336.00 328.00 HR __!g.Q9m_ $3,936.00 328.00 HR ___!!?_.Q9h__ $3,936.00 00 oooo-h--h----S-ubtoiiiCLabor-moom----------mmm--m- -------------- -------------- -$33,792~60- ---....---------- -------------- -$20,992.-60- --------------- -$20,992~60- Burden, BLD 54.29% PBCS 35% $18,346.00 $7,347.20 $7,347.20 --- ------u------S-ubtotaCLabOrm---------m-m--------------- ...------------- ------- ..............------- -$52-:{38~60- ----------..-..-- -------------- -------------- -$28,339~20- --------------- ------- --------------- -$28,339~20- Allowance 15.00% $7,820.70 $4,250.88 $4,250.88 _n__ -----m----Totai,TabOroo-u---m-m--------------------m ----.....-......---- ------- -------------- -$5~f,958~jO- --------------- -----_..------- -------------- -$32-,590~68- --------------- ----..._- --------------- -$32-,590~68- Equipment Pickup Truck 528.00 HR __J_~~gQ_m oo~~L~~_~~gQoo 328.00 HR _oo~LgQ_m $2,296.00 328.00 HR _m~_~~gQoon $2,296.00 oooo----h-------S-ubtotaCEquipment-----m-----moo- m___m_ -------..------ ------- --------------- -------------- u$2~296~OOn --------------- u$2~296~OO-- $3,696.00 Allowance 15.00% m~_~?~~~Qm m~~~~~~Qoo_ $344.40 mmm-m-mTotai:Equipme;rir---mm-----umn--mm-- -------------- ------- -------------- --------------- -------------- ---------..---- --------------- ------.. --------------- --$2~64-6~40-- $4,250.40 $2,640.40 Material um__.!':!~~~!?p_I!~~~~~mm____mm___________mm__m__m__ 0.00 LS $0.00 $0.00 0.00 LS $0.00 $0.00 0.00 LS u__~Q~gQm_ $0.00 ---------..---- ------- ----------..--- m-$O~06--m -------------..- -..-------....--- ---..--....--....-- -m$O~06--m ----....-----..--- ....-..-.... -m$O~06----- Subtotal, Material Allowance 15.00% ---------......-.. ......---- ....-------..---- $0.00 $0.00 _____~9;Qg__oo_ _u_m____ -mnTotcii: Materfai ____mm nmoo_____h_h__nm_ m-$O~06oom --..---..---.......... ....--....----..--- -....-----..-..--.. ooh$O~06oooo- ---------......-.... ---..--- ---....---------- $0.00 Other Bond 1.00 LS gJ_~J_.~~__ __gL!~_!:~~__ 0.00 LS __~~_~J;J_~___ $0.00 0.00 LS __~~~~;]_~m moo~9;Qgnh_ ---oonmoom--S-ubtotaCOitier-m-uuu-------moommm-- ------..-..........- ..-..---- ..-----..----......- ------------..- ----$O~06hn- --------------- $2,131.49 $0.00 Allowance 0.00% $0.00 $0.00 _m~9;Qgoo___ -oo-u----u--u-Totai:6ther-noo-u---------------u-u---------- --....----...--..-- ---..--- -......-..---...---... .......-....--..---....-.. -..-..---..----..-- -----..-------- -------------.. u--$O~06m-- --------------- ------- ------..-------- $2,131.49 $0.00 TOTAL, JOBSITE SUPER $66,340.59 $35,230.48 $35,230.48 SURVEY & LAYOUT-90 DAY TIME EXT Labor Instrument Man 131.00 HR $12.00 $1,572.00 16.00 HR $12.00 $192.00 16.00 HR $12.00 $192.00 Party Chief 131.00 HR $24.00 $3,144.00 16.00 HR $24.00 $384.00 16.00 HR $24.00 $384.00 Rodman 131.00 HR __!1Q._~9_m $1,310.00 16.00 HR $10.00 $160.00 16.00 HR m!!Q.Q9m_ $160.00 oom-hu-mu-S-ubtotaCLaboroomm----uu------oo-------u- ---..-------..-.. ------- h$6~62-6~OO-- ----..---------- -------------- ----..---..----- n-$736~60--- --------------- m$736~60oo- Burden, BLD 54.30% PBCS 35% __~~L~?_~~gQ__ $257.60 $257.60 uoo----m---mS-ubtotaCTabOr---------------u----n---oom-u --....-..-------.. ---..--- -----..--....-..-- -------------..- ---....---....---- -..-..-----....--- ----------........-.. ------------....- ------- ------..-....----- m$993~60m $9,298.00 $993.60 Allowance 15.00% -------------- ..------ ----..--------- $1,394.70 m~_~~~~gim _n~_~~_~~gi_oo - --m-----uoo--Totai,Tabormuoomoo-mu 00 ______m_umm -$10,692~jO- --------------- -------------- -----------..-- --------------- ------- --------------- $1,142.64 $1,142.64 PBCS, INC. Page 1 of9 CO Analysis Brick Pavers Winter Springs. xis 12/29/00 DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL Equipment ____.u~~_r::~y_~~~~_T!.':!~_~_________________.___________.___._u._ 131.00 HR __!!Q._~9_.__ $1,375.50 16.00 HR $7.00 $112.00 16.00 HR _h_~LQ9._.__ $112.00 -------...------ --$-(37-5~SOu -------...------... -------------- -------------- ---------------- --------------- ------- ---$-i12~6o--' Subtotal, Equipment $112.00 Allowance 15.00% -------------.. ----......- ----........-.....--..... $206.33 --------------- ------...------- ---------..---- $16.80 --------------- ------- ---------.....-.._- $16.80 ------------------------------.....--.........-...........................-------------------- --$-(5sTs3-- ---$-1-2ifao--- ---$-1-28~aO--- Total, Equipment Material ____u_.!':!?.t_~!?P..Il~~_~~~_u_____________uu____u____u_________u__ 0.00 LS ___~.q~C?9..u__ $0.00 0.00 LS $0.00 $0.00 0.00 LS uu~Q~Q9.____ $0.00 -------------- .-u$O~06----- --------------... -------------- ------------...- .---$O~O6---.- ..---...-----...---- ------- u--$O~06----- Subtotal, Material Allowance 15.00% ..........---------- ----...-- -------------- $0.00 --------------- -------------- -------------- $0.00 --------------- ------- --------------- ..n.!9~QQ_____ u-----u----m-i:;;i.ii:Maieriaimmm---m--------.--mm--- h'-$O~o6~'--- .--n$O~06---h $0.00 Other _______~~_r::~y_~~Re!i::.~___uu.________u________u_________m _u 3.00 MN $350.00 $1,050.00 0.00 MN $350.00 $0.00 0.00 MN ___~~~9~9.Q__. .__..!9~9.2u___ Subtotal, Other -----....--......-.. ......---- ..----....-............. --$-f6~;"6~6oU ..-..._---..------- --....-..---.....-.... .._----................. ----$O~06---u -----._-.....-._..- -....--..- $0.00 ___uu____.n___~~<?~-'2~::.___n?~9.2~~u__uu__..__..________u__ ____________.._ ------- .......-------..--- $52.50 --------------- --------..----- --...._--------- $0.00 ..----..--------- ------.. ......--------..--- $0.00 Total, Other --$-(io:fso-' m-$O~06u--- --"-$O~OO--m TOTAL, LAYOUT $13,377.03 $1,271.44 $1,271.44 fiELD OffICE-90 DAY TIME EXT Labor u._m_~?.~~!?P..ll~~_~~~mm______u__u_________.___n______m___ 0.00 HR $0.00 $0.00 0.00 HR $0.00 $0.00 0.00 HR .n_~g~Q9.m_ $0.00 ..------------- .....-........... -------------- ----$O~06---u --------------- ----------..--- ----.....-..--..--- m-$O~06---u ..------..------- -n-$O~OOu.-- Subtotal, Labor Burden ------------.... --....._-- -------------- $0.00 -------...------- -------------- $0.00 -------------- ------- --------------- $0.00 --m------mms-ubiotaCLabOr.-.---------.---.--.--------mm '---$O~06n--- -------------- u--$O~06--m m-$6~OO----- Allowance 15.00% ..........-.................. .........--.. ------_.....-......- $0.00 --------------- ......-..--..------ $0.00 .._-_.._---..-........ ...-...--.. ......_------............ ____.!9~9.2____. ..---..----------..--...............................-.............-----..--....-....--------...............-...... ----$O~o6m.. ------....--..-.... m-$O~06u--- Total, labor $0.00 Equipment Not Applicable 0.00 HR __.~_q~Q9._.n $0.00 0.00 HR $0.00 $0.00 0.00 HR __u~g~Q9.__n __u.!9~9.Q_nu -------------u--subiotaC-Equlpmeiiinn--m-..-...---------m ----..--------- ---..--- m-$O~o6-'--- ..------------..- ----..-..------- -------..--..--... m--$O~06u--- -----..-..--..---- ------- $0.00 Allowance 15.00% -.........-- ------..................... $0.00 --...--.........------- $0.00 ------- $0.00 u-------mmutoi.ii:Equipmeiii------.-.----.m--mu------n -------..------ --u$O~06----- -------------- ----------......... ----$O~O6----. -...------...---..-- -------........---- u--$O~06-m- Material u_____~?.~~!?P..ll~~~~~_..______m.___u____________m__________u 0.00 LS $0.00 $0.00 0.00 LS m~g~Q9.____ $0.00 0.00 LS ____~g~Q9.u__ $0.00 -------------- ...........--- -------------- --u$O~06u--. --------------- ----------...._- u--$O~06mu --------------- ------- '--'$6~06--m Subtotal, Material Allowance 15.00% ----....--........-...- ---..-.... -..-..------.....-- $0.00 --------------.. m_.!9~9.Qmu _____~9~9.Q_____ ---m-----.-.---toi.ii:Maieriai-----u.n--------------------hm u--$O~o6u.-. -------------- ---..---------- --------------- ------.. --------------- $0.00 $0.00 Other Dumpster 3.00 MN $70.00 $210.00 2.00 MN $70.00 $140.00 2.00 MN $70.00 $140.00 field Office Rental 3.00 MN $350.00 $1,050.00 2.00 MN $350.00 $700.00 2.00 MN $350.00 $700.00 Ice & Supplies 3.00 MN $250.00 $750.00 2.00 MN $250.00 $500.00 2.00 MN $250.00 $500.00 Aierial Photos 3.00 MN $70.00 $210.00 2.00 MN $70.00 $140.00 2.00 MN $70.00 $140.00 Temp Toilets 3.00 MN $125.00 $375.00 2.00 MN $125.00 $250.00 2.00 MN $125.00 $250.00 Office furniture 3.00 MN $180.00 $540.00 2.00 MN $180.00 $360.00 2.00 MN $180.00 $360.00 Utilities, field Office 3.00 MN $150.00 $450.00 2.00 MN $150.00 $300.00 2.00 MN $150.00 $300.00 Telephone, field Office 3.00 MN $250.00 $750.00 2.00 MN $250.00 $500.00 2.00 MN $250.00 $500.00 Portable, Septic Tanks 3.00 MN $125.00 $375.00 2.00 MN $125.00 $250.00 2.00 MN $125.00 $250.00 PBCS, INC. Page 2 019 CO Analysis Brick Pavers Winter Springs. xis DESCRIPTION Yard Misc _ u__ __~ ~!~tL~~epJ!~~mmm___u_m__mmmm__muum Subtotal, Other Allowance 5.00% uuuuuu-----Toiai:Oitier-----uu--u-u---u-_u-u_u---uu ::::::::::::::::t::::::r::r::(::m::::t00s:ill:::::;:I:t:Jt::j:j:j:I:::~::::::::::::::::::::::: ddd .d.d tOTAL, 90 DAY TIME EXT ....................'...'................... ...................,..',.................... ...................... ...................... TEMP BASE & ASPHALT-BRICK PAVERS Labor Grader Operator Laborer, Unskilled Loader Operator Rough Roller Operator Finish Roller Operator ummmmms-ubioi-aCLabormm-uuum-umm--_-__--- Burden, BLD 54.29% PBCS 35% m-_--_uu--ms-ubiotaCLabor---_mmm----m-----mm--- Allowance 15.00% m-mumm--Toiai,Tabor----mmmmmmm-mm-mu Equipment Pickup Truck Cat 936 Loader Cat 12G Grader Hyster 530 Rub Tire Roller I.R. SO 100 Vib Roller Water Truck mummmms-ubiotaCEquipmeni--Uh--_--_-m-mumm Allowance 15.00% - --m-------uuToiai:Equipmenimmum-hmuu--mm--- Material Limerock mumm-mus-ubiotaCMiiterialm_-m--mummm----m Allowance 15.00% ----------umuToiai:Maieriaim_--m----m_m-mm---mu Other Asphalt Subcontractor Limerock Haul mumm-mus-ubiotaCOiher--m-mm-_-----mm---m--- Allowance 5.00% ------uuuu---Toiai."Oiiier-uu--UUh-h-h-U---h---UU-u- TOTAL, TEMP BASE & ASPH ADDITIONAL MOT-BRICK PAVERS PBCS, INC. 12/29/00 BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL 3.00 MN $400.00 $1,200.00 2.00 MN $400.00 $800.00 2.00 MN $400.00 $800.00 3.00 MN $100.00 $300.00 2.00 MN $100.00 $200.00 2.00 MN $100.00 $200.00 _m~;9_qu___ MN $125.00 $375.00 2.00 MN $125.00 $250.00 2.00 MN $125.00 $250.00 _____m_m__ --$6:585~6ou umm___e___ _u_mmu__ m_m__m__ --$4:396~6o-- __m_umue_ ________emm u$4:396~6ou $329.25 $219.50 $219.50 -------------- --....-...... .............--..............- --$61-9:f4~25-- --------------- -------------- -------------... --$4~609~50..- ..................---..--...... ------... ..--..-..-......------ --$4~609~50-- 32.02 HR 32.02 HR 32.02 HR 32.02 HR 32.02 HR 32.02 HR 32.02 HR 32.02 HR 32.02 HR 32.02 HR 32.02 HR -.....................--...- ------- 1161.00 TN 1665.00 SY 1161.00 TN -----------..-- ------- ...~:~!~:~4:}~... .... ........ .............. ........................ ...,......:.:.;.:.:.;.:.:.;.;.;.:.;.;.;.;,;.:.:.: $86,631.87 $15.00 $480.30 0.00 HR $8.00 $256.16 0.00 HR $15.00 $480.30 0.00 HR $9.00 $288.18 0.00 HR $10.00 $320.20 0.00 HR m_m_______ u$-f82-5~14u _h________m_ _m____mm $990.86 u___mmm u$2:81-6~6ou mm______m ___u_m_m_ $422.40 Uum_mm u$3:238~40u _m__uu_m_ UUh____m_ $7.00 $224.14 0.00 HR $30.00 $960.60 0.00 HR $38.50 $1,232.77 0.00 HR $25.00 $800.50 0.00 HR $30.00 $960.60 0.00 HR $47.00 $1,504.94 0.00 HR ____mmm_ u$5~683~55-- _mum_moo _u_m_mm $852.53 m_u_u_u__ --$6:536~68-- __mmmu__ mmm_h__ $3.50 $4,063.50 0.00 TN mmmmu --$4:663~50u __mu_m_u_ _m_mm___ $609.53 ___mmm__ --$4:673~63u _h___umm_ mmmu___ $4.55 $7,575.75 0.00 SY $5.35 $6,211.35 0.00 TN ___mmmu -$"1j-,787:1O'- ____mmu___ mm__m_h $689.36 _mum_om -$"14,476:46- m_mm_____ uu_____m__ $28,923.96 Page 3 of9 :::::j:j:jj:jj::;:tmm: $41 ,111.42 m:::r:j;jij:i:@t:::m $41,111.42 $15.00 $0.00 32.02 H'R $15.00 $480.30 $8.00 $0.00 32.02 HR $8.00 $256.16 $15.00 $0.00 32.02 HR $15.00 $480.30 $9.00 $0.00 32.02 HR $9.00 $288.18 $10.00 $0.00 32.02 HR $10.00 $320.20 UUm_______ um$6~OO-m- __m_____um muu .__um_______ --$-f82-5~14u $0.00 $638.80 mumm___ --u$6~O'6mu u__mu_hu_ mom mu____.___u u$2:463~94-e $0.00 $369.59 m_mh_h__ -m$6~O'6m-- _m__mmm m_m ______mmm u$2:833~53u $7.00 $0.00 32.02 HR $7.00 $224.14 $30.00 $0.00 32.02 HR $30.00 $960.60 $38.50 $0.00 32.02 HR $38.50 $1,232.77 $25.00 $0.00 32.02 HR $25.00 $800.50 $30.00 $0.00 32.02 HR $30.00 $960.60 $47.00 $0.00 32.02 HR $47.00 $1,504.94 ___hmm___ m-$6~O'6--u- umm_m_u 000000_ mmm_mu u$5:683~55-- $0.00 $852.53 mummm -m$6~O'6uu- _____mmm_ mm_ UhU_m__m --$6:5j6~68U $3.50 $0.00 1161.00 TN $3.50 $4,063.50 mmmmu ----$6~O'6-m- mm_um___ _mm mm__muu u$4:663~50u $0.00 $609.53 mumu____ h--$6~O'6---h u__mm_m_ m____ .__mmu____ u$4:67-3~63-- $4.55 $0.00 0.00 SY $4.55 $0.00 $5.35 $0.00 0.00 TN $5.35 $0.00 000000000000__ -u-$6~O'6--u- _u_UUUUu_ _____00 u_u_uuu___ -u-$6~O'6---u $0.00 $0.00 _UUh_un__ uu$6~O'6u-u u___uuuu__ ---00-- ___n__u__nn uh$6~O'6----- $0.00 $14,042.64 CO Ana/y.i. BriCK Pavers Winter Springs. xis 12129/00 DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL La bor Laborer, Unskilled 68.00 HR ---~~~QQ---- $544.00 68.00 HR $8.00 $544.00 68.00 HR $8.00 n.~~~~~QQn_ ----------u--msubloiiiCLabor---u---------n-n-n----------u --...----------- ---$544~6o--. -------------..- -------------- -------------- ---$544~6Om --------------- ------- --------------- $544.00 Burden, BLD 54.23% PBCS 35% ___~3~~~QQu_ $190.40 $190.40 - ----n-u--u---subloiiiCLaboru-----m----------u----.---.--. ........----...---....... ............- -------------- --------------- -------------- -------------- ---------------- --------------- ------- --------------- ---------------- $839.00 $734.40 $734.40 Allowance 15.00% -----_....-...---_... $125.85 __J_~1Q~!~___ $110.16 u--u--u-.-----totai:Lat;oruu-------n-.u-u.u-.u---u--u-- ------- ----..-----_..._- -.-$964~85-n --_..----------- -------------- -------------- --------------- --...---- --------------- -n$844~56u- $844.56 Equipment mu._~?.~~~P..li~~_~!E;___________n_u____u___m_m______.__._u 0.00 HR uJ_Q~QQ_m ___.~Q~QQ___u 0.00 HR __JQ~QQ____ _____~Q~QQ__m 0.00 HR $0.00 ----~Q~QQ----- -_......_------...-.. ------- --------------- -------------- --------------- ------- --------------- Subtotal, Equipment $0.00 $0.00 $0.00 Allowance 15.00% .__._~Q~QQum $0.00 $0.00 --------uu---Utotai:Equfpme-riCm-mm------------------m -------------- ------- -------------- --------------- -------------- -------------- ---------------- --------------- ------- --------------- m-$b~06----- $0.00 $0.00 Material Not Applicable 0.00 LS _._~_Q~QQ_m $0.00 0.00 LS ---~Q~QQ---- $0.00 0.00 LS $0.00 $0.00 ---------------usubloiiiCMalerial------------u--m------------- -------------- ------- ---------------- --------------- -------------- ----$b~06nm --------------- ------- --------------- ---------------- $0.00 $0.00 Allowance 15.00% $0.00 $0.00 $0.00 -m-n----------totai:Materiai-n-n-----.ummmmm--m- -------------- ------- -------------- ---------------- --------------- -------------- -------------- ---------------- --------------- ------- --------------- ----$b~(jo----- $0.00 $0.00 other Barricade Subcontractor 1.00 LS _~~2~~?':QQu u~l~~~~~QQu 1.00 LS ~12~~?..QQ__ u~_~~~?_~:gQu 1.00 LS _~!l?_~?~QQ__ u~_1..~~?_~:QQu --m--n--------SubtotaCOiher-----mmmumumum-m- -------------- ------- --------------- -------------- --------------- ------- $1,552.00 $1,552.00 $1,552.00 Allowance 5.00% $77.60 $77.60 $77.60 u---u---u-U--totai:<5theruuu--------n----------n---------- -------------- ------- -------------- ---------------- --------------- -------------- -------------- ---------------- --------------- ------- --------------- ---------------- $1,629.60 $1,629.60 $1,629.60 TOTAL, ADD MOT $2,594.45 $2,474.16 $2,474.16 EXCAVATION SPECIAL-BRICK PAVERS Labor Dozer Operator 4.46 HR $15.00 $66.90 0.00 HR $15.00 $0.00 0.00 HR $15.00 $0.00 La borer, Unskilled 8.92 HR $8.00 $71.36 0.00 HR $8.00 $0.00 0.00 HR $8.00 $0.00 Loader Operator 4.46 HR $15.00 $66.90 0.00 HR $15.00 $0.00 0.00 HR $15.00 $0.00 ________'3?.~R~_I3_~!I~!...9~!~_~~~u______m___m___mnm____m 4.46 HR $9.00 $40.14 0.00 HR $9.00 m.~Q~9_Q_m_ 0.00 HR $9.00 $0.00 -------------- ------- -------------- ---------------- --------------- ---_...--------- -...------------ --------------- ------- --------------- ---------------- Subtotal, Labor $245.30 $0.00 $0.00 Burden, BLD 54.10% PBeS 35% ---------.....-.... -..-..._-.. -.......-..-...-.....--... $132.70 ---......-...-----......- --------............-- ----...--------- $0.00 ......-------...----... ----......... -...-........--------- --..~Q~QQ"---- um---------mS-ublotiCLabOr------------m--u-mu------u- ---$378~6O--- ----$b~06----- $0.00 Allowance 15.00% $56.70 h__~Q~Q(!m__ _u.~9~9g_m_ -------n-n-h--totai:LabOr-u---------u--u-u-----nuuunn --...--------.....- --......--... ---...---------... -...-------------- -...---------_..._- --------...--...-- -...------------ --------------- ------- ----------..--.... $434.70 $0.00 $0.00 Equipment Dump Truck 8.92 HR $42.00 $374.64 0.00 HR $42.00 $0.00 0.00 HR $42.00 $0.00 Cat D4 Dozer 4.46 HR $36.50 $162.79 0.00 HR $36.50 $0.00 0.00 HR $36.50 $0.00 Cat 936 Loader 4.46 HR $30.00 $133.80 0.00 HR $30.00 $0.00 0.00 HR $30.00 $0.00 _u__u~~1_~_~~~~~!~_rx_~~~~~!.__________mn_______m________ 4.46 HR --~~Q.QQ---- $133.80 0.00 HR __!~Q._QQm_ $0.00 0.00 HR __J_~Q.QQ____ $0.00 --..............-..----- ---...-..... n-$8b5~63m -------....-..---- ..--.......--...----- n--$b~06nm -----.._-------- ...----...- -----$b~oo-.m Subtotal, Equipment Allowance 15.00% ---.......---...---- --..-_..- --------..----- $120.75 ____~Q~QQ___n $0.00 ----------nmutotai:Equipmeiii------u---- ___m______..___m -----..-..-------- ----..---------- ----------_...-- ------..---..--- --------------- ------- ----------......--- -..-$b~06m-- $925.78 $0.00 Material Not Applicable 0.00 LS $0.00 $0.00 0.00 LS $0.00 $0.00 0.00 LS $0.00 $0.00 PBCS, INC. Page 4 019 CO Analysis Brick Pavers Winter Springs. xIs 12129/00 DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT , QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL Subtotal, Material $0.00 $0.00 $0.00 Allowance 15.00% ................-...----.. .......--- -------------- $0.00 ..-------------... -------------- -------------- $0.00 .............---......-.--- ........--.. ..-------------- $0.00 __n -------------tot.ii:Matei=i'ili-u-u-m-m---------u--m---u --u$O~06----- mu$O~06----- ----$O~OO----- Other Not Applicable 0.00 LS $0.00 $0.00 0.00 LS $0.00 __u~~~9_gu___ 0.00 LS $0.00 $0.00 ----m----uuus-LiiiiotaC6ttier-------u-----u--u-m--mu--- ---...------.....-- -------------- ----$O~06mu ------------...-- ----------..--- --...----------- --------------- ------- -----------......- --u$O~06-m- $0.00 Allowance 5.00% --..........-......-....... -.._--..- .....--........-..._-....... $0.00 ......-.....---------- -------------- -------------- $0.00 --.....---...---..--- ------- -------_..------ $0.00 -----------...._...........-...__..._----.....-.......__...-......-................--_..........----------..--... ----$O~06um m-$O~OO----- uu$O~06--u- Total, Other TOTAL, SPECIAL EX $1,360.48 $0.00 $0.00 EXCAVATE FOR CONCRETE-BRICK PAVERS Labor Backhoe Operator 7.65 HR $14.00 $107.10 0.00 HR $14.00 $0.00 7.65 HR $14.00 $107.10 Laborer Unskilled 15.30 HR $8.00 $122.40 0.00 HR $8.00 $0.00 15.30 HR $8.00 $122.40 Laborer Skilled 7.65 HR $9.00 $68.85 0.00 HR $9.00 $0.00 7.65 HR $9.00 $68.85 _m____139_~~_~_~~!I~~.9E~~~~~u___________m___________________ 6.00 HR $15.00 $90.00 0.00 HR u!l~~q~u__ $0.00 6.00 HR _u!l~.Q9m_ $90.00 Subtotal, Labor ...........--.......-.-. -------------- ---$388~35--- ---......-..---......-...... ...-.---....--.- u--$O~06---u .-...-..-........-........- u-$388~35--- Burden, BLD 54.24% PBCS 35% $210.65 $0.00 $135.92 -um-----------S-LibiotaCLabOr-----------------------m------u -----...------..- ....---..... ...------------- ---$599~60-u ...-.........---------- ----------.--- -------------- ---------------- -....-....----.....-.... ---......-- --------...------ -u$524~27-u $0.00 Allowance 15.00% -...---....-------- ------- -------------- $89.85 --------------- ---------..-...-- -------------- $0.00 --------------- ------.. ...-------------- $78.64 uuuuu--U---tot.ii:r.ibOruuuu-uu-u--uu--u---u--uu- u-$688~85m ----$0.06----- ---$602~91---- Equipment Cat 316 Moon Machine 7.65 HR $65.00 $497.25 0.00 HR $65.00 $0.00 7.65 HR $65.00 $497.25 Dump Truck 15.30 HR $42.00 $642.60 0.00 HR $42.00 $0.00 15.30 HR $42.00 $642.60 Cat IT28 Loader 6.00 HR -_!~-~._q~---- $186.00 0.00 HR __!~)_._q~m_ $0.00 6.00 HR $31.00 $186.00 mmuu----n-S-LibiotaCE'quipment--------u----nuuu-uu- ..--.--..-....-.-- --...---- --$"f32-5~85u --------------- -------------- ---------------- --..------------ ------- --------------- --$1-:325~85u $0.00 Allowance 15.00% -----..- $198.88 $0.00 $198.88 ----------UU---tot.if:E'quipme-rii-m-m-n---------m--------- -------------- -------------- ---------------- --------------- -------------- -------------- ---------------- --------------- ------- --------------- n$T524~73-- $1,524.73 $0.00 Material mmut:!?.~~P.P..ll~~_~!~__________m_mm___ummmmm_____ 0.00 LS _u~_q:g9_____ $0.00 0.00 LS $0.00 $0.00 0.00 LS _n_~Q:g9_____ _m~~~9_gmu ------------..- ...--..-- -m$O~06um --------------- -------------- -------------- ---------------- -------...------- ------- Subtotal, Material $0.00 $0.00 Allowance 15.00% -------------- ------- -------------- $0.00 --------------- -------------- $0.00 --------------- ------- --------------- _m~~~~um -m----m-mutot.ii:Materiaim---muuu---------u-------u -----$O~OO-m- -------------- ---------------- $0.00 $0.00 Other Not Applicable 0.00 LS _u~_q:g9_u__ $0.00 0.00 LS $0.00 uu~~~9_gm__ 0.00 LS $0.00 n__~~~9_gn___ uu-----um---SLibioiaC-6ttier------m-------- u__mum_____ -------------- ------- ----$O~06-u-- --------------- -------------- -------------- --------------- ------- --------------- $0.00 $0.00 Allowance 5.00% -------------- ....----- -------------- $0.00 ------------..-- -..--------...--... .........---......-...---- $0.00 --------------- ------- --------------- m_~~~9_g__m -m------uu---tot.if:other-m-m----mmuu----u---------- ----$O~06----- ---------------- $0.00 $0.00 TOTAL, SPECIAL EX $2,213.58 $0.00 $2,127.64 CONCRETE BASE SLAB-BRICK PAVERS Labor Carpenter 216.84 HR $15.00 $3,252.60 216.84 HR $15.00 $3,252.60 216.84 HR $15.00 $3,252.60 Concrete Forman 216.84 HR $24.00 $5,204.16 216.84 HR $24.00 $5,204.16 216.84 HR $24.00 $5,204.16 Concrete Finisher 216.84 HR $14.00 $3,035.76 216.84 HR $14.00 $3,035.76 216.84 HR $14.00 $3,035.76 PBCS, INC. Page 5 of9 CO Analysis Brick Pavers Winter Springs. xis 12/29/00 DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL Laborer, Unskilled 216.84 HR $8.00 $1,734.72 216.84 HR $8.00 $1,734.72 216.84 HR $8.00 $1,734.72 Laborer, Skilled 216.84 HR __J.~:QQ_u_ $1,951.56 216.84 HR $9.00 $1,951.56 216.84 HR $9.00 u~_1..c~~.!:~~u .mm-mum-SubtotaCLabor---u----mm---------.mum- ....-------............ -$15:1-78~80- .-........--...........-- ...--....--..------ ........--....------ -$15:1"78]0' --..--.......--..---- ------- -..------------- $15,178.80 Burden, BLD 54.29% PBCS 35% $8,241.20 u~~c~]_~:~~__ $5,312.58 uumuuu-mSubtotaCLabOr-mm-m-m-mm-mmum -------------- ..------ ...---..---..--....- -$23,420~60" ------...-------- -------------- -------------- ..-------------- ------- ----....--..-..--.... -$20,4i:j1-~38- $20,491.38 Allowance 15.00% -------------... $3,513.00 u~~cq?_~:?L_ $3,073.71 mumm--m-Totai,Tabor---m--m-mmumuumm--u- ------- ---....---_..---- -$26,933~60- --------------- ----_.._------- -------------- --------..------ ------.. ----------..--..- '$-23-,565~69- $23,565.09 Equipment Conc Crew Truck 216.84 HR $15.00 $3,252.60 216.84 HR $15.00 _.~~c~~_~:E?Qu 216.84 HR $15.00 $3,252.60 ---m------m--S-ubtotaCEqUlpment---nmmm-------m----- -.....-.......------- ------- -------------- --$3~25f60u --..--..----...-..-- -..---.._--_.._-- --------..--..-.. --....-..-.......-....-.. -......-..- ....-....--..-....---.. --$3~252~60u $3,252.60 Allowance 15.00% $487.89 $487.89 m~~?L~P-u_ -m-mu-m---Totai:Equipmeiir----mm--m----uu-u----- ----------..-.... -....---- ------.....--..-..- u$3~746~49-- ...........--....----..- ..-....-..-------- -----.........-.......-- u$3~7'i6~49.- ..----.....-----..-- -......--- -........--..--......-.. $3,740.49 Material 6" X 6" Welded Wire Fabric 25.00 RL $91.00 $2,275.00 25.00 RL $91.00 $2,275.00 25.00 RL $91.00 $2,275.00 Class I Conc 412.00 CY $68.00 $28,016.00 412.00 CY $68.00 $28,016.00 412.00 CY $68.00 $28,016.00 Curing Compound 78.08 GL $3.75 $292.80 78.08 GL $3.75 $292.80 78.08 GL $3.75 $292.80 Keyway Expansion 900.00 LF $0.40 $360.00 900.00 LF $0.40 $360.00 900.00 LF $0.40 $360.00 RE Steel 6200.00 LB $0.29 $1,798.00 6200.00 LB $0.29 $1,798.00 6200.00 LB $0.29 $1,798.00 Wooden Forms 732.00 LF $1.00 $732.00 732.00 LF $1.00 $732.00 732.00 LF $1.00 $732.00 Misc Conc Material 412.00 CY _._~_~:!Q_m $865.20 412.00 CY $2.10 $865.20 412.00 CY $2.10 $865.20 ------mmm--s-ubtoi;3CMaterialm--mum---m-m-mm- ---..-..-..--..-..- ......---... -$-34-,339~60- ..------..-..----- ..-..-----....-...... ------....----..- -$34.339~60- -...----....-..-..--- ---..-..- --------......-....- -$34-,339~60- Allowance 15.00% $5,150.85 $5,150.85 $5,150.85 -u-u--uu-uuToiai:Materiai------u---u-u-----------u--u-- -.......................---.. -....-..-- -------------- -$39,489~85- ---------...-..-...- ---....----....-.... ........--....----...... -$39,489~85- -----......------- -...----- ----_.._------...- -$39,489~85- Other _u____~~~~pP..I!:~~~c:_u_____m_m_____u____um__________m_ 0.00 LS m~_q:qQm_ $0.00 0.00 LS _u~~:QQm_ $0.00 0.00 LS uu~~g2.m_ $0.00 ----....--.......-...- ......---- -"---$b~06m-- ------..---..-..-- -----..------..- -----...---------.. -----..-----..-..- ------- --u$b~06-m- Subtotal, Other $0.00 Allowance 5.00% _..--..._- ..----....-..----... _m_~9~Qqm__ __n~9~2.g_m_ uu~9~Qgmu ---------------...---...----------------...-...------------------------------ ----..--------- ----------..-..-- ----...--.....----- -------...._---- --------------- ------- -..---...------.....- Total, Other $0.00 $0.00 $0.00 TOTAL, CONC BASE SLAB $70,163.34 $66,795.43 $66,795.43 6" CONC SIDEWALK (RAMPS)-BRICK PAVERS Labor Carpenter 3.55 HR $15.00 $53.25 0.00 HR $15.00 $0.00 0.00 HR $15.00 $0.00 Concrete Forman 3.55 HR $24.00 $85.20 0.00 HR $24.00 $0.00 0.00 HR $24.00 $0.00 Concrete Finisher 3.55 HR $14.00 $49.70 0.00 HR $14.00 $0.00 0.00 HR $14.00 $0.00 Laborer, Unskilled 3.55 HR $8.00 $28.40 0.00 HR $8.00 $0.00 0.00 HR $8.00 $0.00 Laborer, Skilled 3.55 HR _u~_~:QQ_u_ $31.95 0.00 HR $9.00 $0.00 0.00 HR __u~~gQm_ uu~9~QQmu uu---muu---SubtotaCLabOrmu-m-uu _umm___m___u --...--.......---...... ....----- ---$248~50m ---...--------..-- ---------.._--- -------......----- --------......-...---- --.....---....-...---- ------- $0.00 $0.00 Burden, BLD 54.12% PBCS 35% -..-------...--..- .....---..- -------------.. $134.50 --------------- -----..---..--..... -------------- ____~9~9_Q__m --------------- -----..... -..-...-...---...--...-- ____~9~2.g_____ ----u-m-------s-ubiotal~TaborUU--U-"U-----umumumu m$383~60--- $0.00 $0.00 Allowance 15.00% $57.45 $0.00 uu~9~QQuu_ u-u-uu-------fot"ai:LabOru-u-n---uu-uu---uu-u-u-u-- ----...........-...---- ....----- ---...--......-..-...-- -u$440~45m --------...------ -------...-.....--.. ......-......--.......--.... ....-...-...--..------- ...-------------... ---..-..- ....-----...........-.... $0.00 $0.00 Equipment Conc Crew Truck 3.55 HR $15.00 $53.25 0.00 HR $15.00 $0.00 0.00 HR $15.00 $0.00 uuu--um----S-ubtotaC-Equipmentu---m--m---u---mu--- --....----......-.... ..-..---... -------------.. -m$53~25---- ---.._-......_----- --.........-.....----... --..--....----....- m-$b~06m-- -----..-------..- ---....-- --..---------..-.. ----$b~06--m Allowance 15.00% $7.99 $0.00 $0.00 m-mm-------Tot-ai:Equipmeiirm--m----m--u---m--u-- .........-----..---- ------- ----..--------- ----$61~24uu ...._----..------- -----..-....----- -----.._--.._--- ----$b~06----- -----------_....- ..------ --------...._---- ----$b~06--m PBCS, INC. Page 6 019 CO Anslysis Brick Psvers Winter Springs. xis ~ '2/29100 DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL Material Class I Conc 3.54 CY $68.00 $240.72 0.00 CY $68.00 $0.00 0.00 CY $68.00 $0.00 Curing Compound 1.10 GL $3.75 $4.13 0.00 GL $3.75 $0.00 0.00 GL $3.75 $0.00 Wooden Forms 42.00 LF $1.00 $42.00 0.00 LF $1.00 $0.00 0.00 LF $1.00 $0.00 Misc Conc Material 21.32 SY __J_!:l!9.__u $21.32 0.00 SY __J_!:Q9.____ ____!~;9..C.?_m_ 0.00 SY __oo~_!g9.____ $0.00 -----------------s-ubioiaCM~iterial"-----oo---u-u--------------- ..---....-------- ---$308~17--- -...----..---..---- ..--........................ ----...---...------ ------- ----$O~06----- $0.00 Allowance 15.00% ---------..---- $46.22 $0.00 $0.00 --------oo-------Totcii:Materiai-----oo---------moooooooon------ .............- --..............---.... ---$354~39n- -.....----...-....-...... ....---.....-............... -------------- ----$O~06----- ----_..--...------ ...--...--- --------------- 00--$0.06----- Other n_oo___~?tJ~~pJ!~.?_~~~u__________n_n____________u___u_____u__ 0.00 LS ---~-~:Q9.---- $0.00 0.00 LS $0.00 ____!~;9.~___n 0.00 LS ___JQg9.____ $0.00 ----...................-.. ------- ----$O~OO--m --------------- -------------- -------------- --------------- ------- -----$0.06----- Subtotal, Other $0.00 Allowance 5.00% $0.00 $0.00 __n!~;9..C.?_n__ ----------n---ooTotcii,-oti'er----n-oo------------------n--oo----- -------------- --........... .........---------- ---------------- --------------- ----------...--.. ........--_...........-- -----$o~06oo--- --------------- ---...--- --------------- $0.00 $0.00 TOTAL, 0' CONC SIDEWALK $856.08 $0.00 $0.00 1" FC-3 SPECIAL PAVING-BRICK PAVERS Labor _oooo__~?~~pP..I!~.?_~~~_____________________________________________ 0.00 HR ---~-~:~Q---- $0.00 0.00 HR __J_~:QQ____ $0.00 0.00 HR ____~:l!9.__oo $0.00 ...................................... ------- ooo-$O~06--ooo .....-----................ ....................-..---- ----$O~OO----- ............................-- ----$O~OO----- Subtotal, Labor Burden $0.00 $0.00 $0.00 ---------------...-----..-..--------..----..----------------------------....... -----------..-- ----...-.. --..------..---- nn$O~06---n --------------.. -------------- --...---_.......---- ----$0.0600000 --------------- ------- --------------- -m$O~OO---u Subtotal, Labor Allowance 15.00% $0.00 $0.00 ____!~;9.Q___u ------------------------------------------------------------......-..---.. ..........--------- ------- ---------.......... --ooo$O~06-u-- ---_........-.....--..... ............--.....----- -------------- ---------------- --------------- -_..---- --------------- Total, Labor $0.00 $0.00 Equipment _oo____~?t_~~p_I!~.?_~~~__________oooooo_ooo_________ooo____ooooom_ 0.00 HR ooo~_q:l!9.____ $0.00 0.00 HR $0.00 $0.00 0.00 HR ____~Q:~9.____ $0.00 -------------- ------- ----$O~06----- .......__...._....-....-... ---_....-------- -------------- ---------------- --------------- ------- ----$O~06n--- Subtotal, Equipment $0.00 Allowance 15.00% -------------- ..------ -..---------_.... ____!9;9.C!uon -......-..-------.... --........--..-......- ..-.......----...-.....- _____~~;9_~_____ --.....---..------.. ----..-- ----..---..------ ____!9;9.Q__m mm-m----mTotcii:EquTpm;irit----m---m----------------m $0.00 $0.00 $0.00 Material _______~9_~~~p_I!~.?_~~~__m_______m_m______oo___n_________m_ 0.00 HR $0.00 ____!9;9.~__m 0.00 HR ---~Q~Q9.---- $0.00 0.00 HR ____~Qg9.__oo $0.00 ........-----..--..- ..-..---- ....--....-------.. ----....-....-....--- ---..-..----..--- ----$O~06-n-- -----..--......--..- ---........ m-$O~OOoom Subtotal, Material $0.00 Allowance 15.00% $0.00 $0.00 $0.00 ---------------ooTotcii:Maierfai------------m---m---uu--mu -....-.-.--..-..-.. ..--....-.. -....-..-------.... ----$O~06-m- ..----..-....--....-.. -------------- -------------- ....-----..-----....- --------------... ------- -----..-----..--.. ----$O~06--m $0.00 Other _______~~P_~~~_~_~~~n.t..r!~!~!_mmoo___________________________ 508.00 SY ___~_~:~?.__n --~?.~~-~:~Q-- 508.00 SY $9.85 n~?.~~9_~:~Qoo 508.00 SY n__~~:~?._u_ $5,003.80 -..------------ -..----- ----------..---- -------..-....-.... ------------.... -...----..-------... --..---.. --$5~60f86-- Subtotal, Other $5,003.80 $5,003.80 Allowance 5.00% --------.....-........ $250.19 ---~~~Q:!~--- $250.19 --- m-m--oo---Totcii:other-------------u--n------mm-mm .....----- -------------- ---------------.. -----------..--- -----..-----....- -------------- --------------.. ------- ------..--..----- --$5~:25f99-- $5,253.99 $5,253.99 TOTAL, 1" FC-3 $5,253.99 $5,253.99 $5,253.99 3" S-1 SPECIAL PAVING-BRICK PAVERS Labor _______~9_t_~~p_I!~.?_~~~oom_______h_____h_______m_uom_nm_ 0.00 HR $0.00 $0.00 0.00 HR $0.00 oooo!9;9.~n___ 0.00 HR ____~Q:~9.____ $0.00 -------------- ------- --..-----....---- -....--....--------.. ..-------------- ----..--------- -------------.. --....------..---- ------- ---------------- Subtotal, La bor $0.00 $0.00 $0.00 PBCS, INC. Page 7 of 9 CO Analysis Brick Pavers Winter Springs. xis 12/29100 DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL Burden $0.00 $0.00 $0.00 mmuumm-sui:;totaCLaboiu-----u----mm-m---u--m- ...------------- .........--- ...------------- ----$O~OOmoo ------_...------- -------------- -------------- --oo$O~06----- --------------- ------- --------------- ----$O~06-m- Allowance 15.00% $0.00 $0.00 $0.00 -----mmmmtotai,TabOroooo---m-mm----mmoo---mm -...------------ ------- -------------- ----$O~06moo -------..-..----... -------------- -------------- ---------------- --------------- ------- --------------- ----$O~06moo $0.00 Equipment _ oonm~~t_~~P..li~~~!~mm_moooomoooo__ ___m__moo___oom_ 0.00 HR __JQ~~~m_ $0.00 0.00 HR $0.00 $0.00 0.00 HR $0.00 oo__~9~~~moo -------------... -......--_.. oom$O~06moo --------------- -------------- -------------- ---------------- --------------- ------- --------------- Subtotal, Equipment $0.00 $0.00 Allowance 15.00% $0.00 $0.00 $0.00 m_ -- m-moooototai:Equfpme-rii---moo----m-m-----moo--- -------------- .......---- -------------- oo--$O~06oom --------------- -------------- -------------- ---------------- --------------- ------- --------------- 00--$0.0600000 $0.00 Material _ooo___~~~~~P..li~~_~!~___ooooooou____ooo__oo_ooommoo_oo__m__ 0.00 HR $0.00 $0.00 0.00 HR $0.00 $0.00 0.00 HR __h~Qg9_____ noo~9~9_Qmoo ..........--...--..--.. ------- -------------- m-$O~06m-- --------------- -------------- -------------- -m$O~06---n --------------- ------- Subtotal, Material $0.00 Allowance 15.00% -------------- $0.00 $0.00 oooo~9~QQnm -mm-mmmtotai:Materiaiu-----mmm-oom-mm------ -.._---- -......................--... ----$O~06-oo-- ------...-------- -------------- -------------- ----$O~06m-- --------------- ------- --------------- $0.00 Other oo_uoo~:;P..~~~_~_~~<.?n.t..r~~!<.?!__m_oooooo__________oom____m__ 508.00 SY $13.75 $6,985.00 508.00 SY $13.75 __~~c~?_~:QQoo 508.00 SY $13.75 $6,985.00 ..-----------..- .......-..-- -------------- n$6:985~6ooo --------------- -------------- -------------- --------------- ------- --------------- --$6:985~6on Subtotal, Other $6,985.00 Allowance 5.00% $349.25 $349.25 $349.25 --moo--oooom-totai,"other-oo--u----m-m---moomoo-moo- .......-..._................ -..----- -------------- n$7:334~25-- -..-----------...- -------------- -------------- ---------------- --------------- ------- --------------- --$7:334~25oo $7,334.25 TOTAL, 3" S-1 $7,334.25 $7,334.25 $7,334.25 BRICK PAVER SUB-BRICK PAVERS Labor ___ ____~.9_t_~~pJi~~_~!~__________m_oo_m___mm________________ 0.00 HR __J_~~~~n__ $0.00 0.00 HR m~g~~~_u_ _m~9~~~oom 0.00 HR $0.00 m_~9~~~m__ ----......-------- --...---- m-$O~06--m --------------- -------------- --------------- ------- --------------- Subtotal, Labor $0.00 $0.00 Burden $0.00 $0.00 $0.00 -m-mm-moos-ubiotaCTabOimu----------n--mooo-m-m- -------------.. ....----- -..-----..---..-- -m$O~06moo --------------- -------------- -------------- ---------------- --------------- ------- --------------- ----$O~06oom $0.00 Allowance 15.00% $0.00 $0.00 __oo~9~9gooooo ----noo-oo----oototai:LabOr--oooooooo-oooooo-uuh--nnoo--noo ------...------- ------- -------------- -u-$O~06-nn --------------- -------------- -------------- ---------------- --------------- ------- --------------- $0.00 $0.00 Equipment Not Applicable 0.00 HR $0.00 $0.00 0.00 HR $0.00 $0.00 0.00 HR $0.00 m__~9~~~_____ -um--un-n--s-ubiotaCEquipmentm---mm--mmm-m- -----...------...- ------- -------------- oo--$O~06oo--- --------------- -------------- -------------- m-$6~06----- --------------- ------- --------------- $0.00 Allowance 15.00% -------------- ------- ...------------- $0.00 --------------- -------------- $0.00 --------------- ------- m_~9~9_~m__ --------- -m-mtotai:EquipmenCoo _m_______oo_u_U____h__oo noo$O~06m-- -------------- ---------------- --------------- $0.00 $0.00 Material ____ u_~~t_~~P..li~~_~!~oo_mmmmnm ___n______oo_____oomoo 0.00 HR $0.00 $0.00 0.00 HR $0.00 $0.00 0.00 HR $0.00 oo___~9~~~_m_ -------------- ------- -------------- --m$O~06moo --------------- -------------- -------------- ---------------- --------------- ------- --------------- Subtotal, Material $0.00 $0.00 Allowance 15.00% -------------- $0.00 $0.00 m_~9~~~_____ oo-oommn----totai:Maferiaiooooooommoooooom------- _n_oo ------- -------------- ----$O~06----- --------------- -------------- -------------- ---------------- --------------- ------- --------------- $0.00 $0.00 Other Brick Paver Sub Mobilization 1.00 LS $1,000.00 $1,000.00 1.00 LS $1,000.00 $1,000.00 1.00 LS $1,000.00 $1,000.00 Brick Paver Sub Installation 9006.00 SF $5.39 $48,542.34 9006.00 SF $5.39 -~~?!~~~~~~-- 9006.00 SF $5.39 $48,542.34 --h------oo-----S-ubiotaCOitiei---m-mmmm---n-uoo-m- -------------- .------ -------------.. -$49,542j4"- --------------- -------------- -------------- --------------- ------- --------------- -$49,542'-34"- $49,542.34 Allowance 5.00% -------------- ------- -------------- $2,477.12 --------------- -------------- -------------- oo~~c~!X~goo --------------- ------- --------------- oo~~c~!L~~__ noooo--h--oo---r-citai,"other-ooooU-h-------------h--oo-oo----oo -$52-,019'-46- $52,019.46 $52,019.46 PBCS, INC. Page 8 of 9 CO Analysis Brick Pavers Winter Springs. xIs DESCRIPTION BLD ESTIMATE QUANTITY UNIT PRICE TOTAL QUANTITY ..... ..H........'... " ;;;;;;;.;..;.; ... T3r~b;::~:~I?;~::r:~;::~:::~:~::: ...'....,..:.:.;.:.;.:.:.:.:.;.::::::::;:::;.;,;.:.:.:.:.:.;.:.:.:.:.:.:.:.:.:.:.:.:.:.:,:.:.:.:.:.:.:.;.:.:.:.;. " TOTAL, BRICK PAVERS TOTAL FOR ADDITIONAL WORK CEI COSTS FOR 2 MONTHS GRAND TOTAL PBCS, INC. 2.00 $52,019.46 ........................ ......................................... ..........................,....... '$169,359.10" $255,990.97 MN $35,789.69 $71,579.38 2.00 $327,570.35 P~ge 9 of 9 PBCS ESTIMATE UNIT PRICE 12/29/00 NEGOTIATED AMOUNT TOTAL QUANTITY I UNIT I PRICE TOTAL ..~~3PJ..~.:.~.~. $133,877:28 $174,988.70 MN $35,789.69 $71,579.38 $246,568.08 .~52,019.46 ". ................. ;::::::;:;:;:;:;:;:::::::::;:;:;:;:;:::::::;: $150,047.56 $191,158.98 2.00 MN $35,789.69 $71,579.38 $262,738.36 CO Analysis BriCK Pavers Winter Springs. xis j Ii. '.\ ~} 12/29/00 Pi. 100 VEAkS t, SEMINOLE COUNTY FC-168-99/BJC TUSKAWILLA ROAD PHASES III AND IV CHANGE ORDER ANALYSIS STAMPED PAVERS CHANGE ORDER DESCRIPTION BlD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL JOBSITE SUPERVISION-15 DAY TIME EXT Labor Supervisor 48.00 HR $28.00 $1,344.00 48.00 HR $28.00 $1,344.00 48.00 HR $28.00 $1,344.00 Road Foreman 48.00 HR $24.00 $1,152.00 48.00 HR $24.00 $1,152.00 48.00 HR $24.00 $1,152.00 Clerk 48.00 HR __!g~~_u_ $576.00 48.00 HR __!g~q9uu $576.00 48.00 HR ___!!?_.Q9_m $576.00 m_ ----------ms-ubtoiiiC-i:.abor---m--m-m-----m--um---- ........--..--............. --$3:672~OO-- --------------- --..-.............__.... --$3:672~OO-- ..........----..------ ------- u$3:672~OOu Burden, BLD 34.99% PBCS 35%. $1,075.00 -------------..- -...------------ $1,075.20 ----------.....-.... ------- --------------- $1,075.20 --m--m-mmS-ubtotaCi:.abOr--u---u-u-----m---m-mm- --..-----....--.... ...------ ---.---....----- --$4:14"foo-- -------------- --$4:i4"f2o-- --$4:i4"f20u ... Allowance 15.00% ---..----........-.. .....-..--.. ----......-......-.....- $622.05 --------..-.._.._- -------.............. -------------- $622.08 --------------- ------- --------------- $622.08 -- ---------------tolii,TibOr--m-m-------nn-m--m--------- --$4:j69~05U --$4:7€f9~28u u$4:769~28u Equipment Pickup Truck 48.00 HR $7.00 $336.00 48.00 HR $7.00 $336.00 48.00 HR _m~LqQm_ $336.00 - - no _m_mm_ S-ubtotciCEquipmenr-u-m--mm-mu-u-u .........---------- ------- -------------- m$336~60-u --------------- -------------- -------------- m$-336~6o-n --------------- ------- m$336~60m Allowance 15.00% ------......---... -------------- $50.40 --------------- -------------- -------------- nu~~Q~~Q____ --------------- ------- --------------- ____~~Q~~Quu ------u------mtolii:Equipme-rii----m---mn _u_____mm___ ------- m$386~40--- $386.40 $386.40 Material __ uu__~?.t_~~P..ll~~_~~':_____mmm__mm__uuum_numu__ 0.00 LS u_~Q:Q2m_ $0.00 0.00 LS $0.00 $0.00 0.00 LS $0.00 $0.00 -----------..-- ------- -m$O~06mu --------------- ------------...- -------------- -m$O~06m-- --------------- ------- --------------- -u-$O~06mu Subtotal, Material Allowance 15.00% -------------- ------- -------..------ $0.00 --------------- -------------- -------------- $0.00 --------------- ------- --------------- $0.00 ---nmmum-totil:Materiai-uu-mn-n-mn--m---_n-n- -m$O~06mn m--$O~06nm -..-$O~06um Other Bond 1.00 LS __~~_~~~Q~m $463.05 0.00 LS u~~_~~~2~m _u_~9c2q__m 0.00 LS u~~~~c2~___ $0.00 -mm-mmmS-ubtotaC-Oiher----mm-mmmummmm -------------- ------- m$463~65-n --------------- -------------- --------------- ------- ---------------- $0.00 $0.00 Allowance 0.00% ------------.- ------- -------------- $0.00 --------------- -------------.. -------------- $0.00 --------------- ---....-- --.-----------.. .m~9~2Quu_ --nn-u--------t'Olil:6tFieru-uuu-uu-uu--u---n------uu ---$463~65--- m-$O~06m-- $0.00 TOTAL, JOBSITE SUPER $5,618.50 $5,155.68 $5,155.68 SURVEY & LAYOUT-15 DAY TIME EXT Labor Instrument Man 8.00 HR $12.00 $96.00 8.00 HR $12.00 $96.00 8.00 HR $12.00 $96.00 Party Chief 8.00 HR $24.00 $192.00 8.00 HR $24.00 $192.00 8.00 HR $24.00 $192.00 Rodman 8.00 HR $10.00 $80.00 8.00 HR $10.00 _m~?q~9Q_m 8.00 HR m!!2.~9____ m_~?Q~9Q_n_ uu.mm--u--S-ubtotaCi:.abOrum-n---nun---u-m--um- ............------- ------- ----..--------- m$368~60--- ------..-------- ----------..--- -----..--..----- --------------- ------- $368.00 $368.00 Burden, BLD 35.05% PBCS 35% --..---- -------------- $129.00 --....----------- -------------- ----..--------- m~_~?~:~2m --------------- $128.80 u-mmm--h-S.ubtotaCLabOr--m--m---n----m---u-----u -------------- u-$49T60m $496.80 --------------.. ------- -u$496~80m Allowance 15.00% --------..----- ------- -------------- $74.55 ------------...- -----..-------- --------..----- $74.52 -----------....-- ..------ --------------- ____E~~?~____ m-u--m----utolii,TibOr-mmm----uum-uu--mm-m -u$57-;~55n- m$57"f32n- $571.32 PBCS, INC. Page 1 of 3 CO Analysis Stamped Pavers Winler Springs. xIs 12129/00 DESCRIPTION BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL Equipment _______~~_~E!y.~~~~_!!.~~_~mmmm_mm__m_mmmum 8.00 HR __!12~~9m_ uu~~~:92m_ 8.00 HR $10.50 $84.00 8.00 HR ___!12.~9____ ____~~~:9Qm_ ---...............--... ----..--.._.._---- -------------- -------------- m-$84~OOm- --------------- ------- Subtotal, Equipment $84.00 $84.00 Allowance 15.00% -----------...... -------------- $12.60 ..-...---------...... $12.60 $12.60 ----------...-...-----------------------------..................--....-..-..----..---.....- ------- -m$96~60m- -------------- -----------..-- --u$96~60u-- --------------- ------- -----------.._-- m-$96~60--.- Total, Equipment Material Not Applicable 0.00 LS $0.00 $0.00 0.00 LS __JQ~Q2uu $0.00 0.00 LS u__~Qg2m_ $0.00 --mmm-m--s-ubioiafMaterialummuu-----mm------u -------------- ------- ------..--........... ..--$O~06----- .....------------- -------------- -----$O~06--u- -......---------..- m-$O~06m-- Allowance 15.00% ----...-----......... ..------------- $0.00 uu!9~9..Q___u _____~9~9..Q_____ u-mm---u.--totoii:Materfili---.--------------------mm--m ------.. ----$0.06----. ---....---------- -------------- -------------- -----...._------- ------- --------------- $0.00 $0.00 Other ___ _.__~~_~E!y.~~.P..I.?!i5:.~______m__...________m____m____u_____ 1.00 LS $114.00 $114.00 1.00 LS $114.00 uJ_~~_'!~Q9...__ 1.00 LS $114.00 m~_~~~~Q2u_ ------------..- -------------- "-$-1-14~6o--- --------------- -------------- -------------- --------------- ------- --------------- Subtotal, Other $114.00 $114.00 Allowance 5.00% -...------------ --..-..-- ..------------- $5.70 --------------- -------------- ------..------- ....!?J.Q_____ __m~?~IQ_m_ --------------------------------------------------------------------- m$-119~70m --------------- ------- --------------- Total, Other $119.70 $119.70 TOTAL, LAYOUT $787.85 $787.62 $787.62 FIELD OFFICE-15 DAY TIME EXT Labor m....!:!~t_~I.?.P..I!~~_~~E!u______uu____..____________u___mm_m 0.00 HR $0.00 $0.00 0.00 HR m~_~~Q2_m $0.00 0.00 HR ____~Q~Q9..m_ m_!9~9..q___._ -----------...-- ------- -------------- ----$O~O6----- --------------- -------------- m-$O~06-uu --------------- ------- Subtotal, Labor $0.00 Burden -------------... ------- -------------- $0.00 --------------- ____!9~Q.l?...u m_!9~Q.l?_____ ..mm....-----s-ubiotaCLabOr......----------------m--------- ----$O~06mu -------------- -------------- --------------- ------.. --------------- $0.00 $0.00 Allowance 15.00% ------- -------------- $0.00 --------------- -------------- $0.00 $0.00 --u..---u------totoii:LoibOr-..n-n_nnuunu--n-nn---- ---- ------------...- n--$O~06-m- -------------... -..-$O~06mu --------------- ------- --------------- m-$O~06--m Equipment .____ ._!:!~t_~I.?.P..I!~~_~~E!.____m___..__________.._u_________________ 0.00 HR $0.00 nn_~9~2Q_m_ 0.00 HR $0.00 $0.00 0.00 HR _.._~Q~Q2____ $0.00 -------------- ------- -------------- --------------- -------------- -------------- ---------------- --------------- ------- -m$O~o6---n Subtotal, Equipment $0.00 $0.00 Allowance 15.00% -------------- ....._--.... ---......-------- $0.00' --------------- -------------- -------------- $0.00 --------------- ------- --------------- m_!9~9..Q_____ -u.........-----totoii:EquipmeiiCumm..m--m----m-..--- m-$O~OO-m- m-$O~06----- $0.00 Material u______~~t_~I.?.P..I!~~~~E!____________.___ nmnnn____._mmnu.. 0.00 LS .u~_~~Q2m_ $0.00 0.00 LS $0.00 $0.00 0.00 LS ____~Q~Q9..u.. _.._!9~9..qu... -------------- ------- --"-$O~o6"--- --------------- -------------- -------------- un$O~o6....- --------------- ------- Subtotal, Material $0.00 Allowance 15.00% -------------- ------.. -------------- $0.00 ----------..---- -------------- -------------- $0.00 -----------_..-- ------- $0.00 ----um---u---totoii:Materiai-m-----m-m-----mmu_----- ----$O~06m-- ----$O~O6----- ------..-------- --u$O~o6m.. Other Dumpster 0.50 MN $70.00 $35.00 0.50 MN $70.00 $35.00 0.50 MN $70.00 $35.00 Field Office Rental 0.50 MN $350.00 $175.00 0.50 MN $350.00 $175.00 0.50 MN $350.00 $175.00 Ice & Supplies 0.50 MN $250.00 $125.00 0.50 MN $250.00 $125.00 0.50 MN $250.00 $125.00 Aierial Photos 0.50 MN $70.00 $35.00 0.50 MN $70.00 $35.00 0.50 MN $70.00 $35.00 Temp Toilets 0.50 MN $125.00 $62.50 0.50 MN $125.00 $62.50 0.50 MN $125.00 $62.50 Office Furniture 0.50 MN $180.00 $90.00 0.50 MN $180.00 $90.00 0.50 MN $180.00 $90.00 Utilities, Field Office 0.50 MN $150.00 $75.00 0.50 MN $150.00 $75.00 0.50 MN $150.00 $75.00 Telephone, Field Office 0.50 MN $250.00 $125.00 0.50 MN $250.00 $125.00 0.50 MN $250.00 $125.00 Portable, Septic Tanks 0.50 MN $125.00 $62.50 0.50 MN $125.00 $62.50 0.50 MN $125.00 $62.50 PBCS, INC. Page 2 of 3 CO Analysis Stamped Pavers Winler Springs. xIs DESCRIPTION 12129/00 Yard Misc __m__~~!~ty_~~epJ!~:;__u_______u_______m__u_______m___u__ Subtotal, Other Allowance 5.00% -------u------Utotai:otiier---------------------------u----u--- BLD ESTIMATE PBCS ESTIMATE NEGOTIATED AMOUNT QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL QUANTITY UNIT PRICE TOTAL 0.50 MN $400.00 $200.00 0.50 MN $400.00 $200.00 0.50 MN $400.00 $200.00 0.50 MN $100.00 $50.00 0.50 MN $100.00 $50.00 0.50 MN $100.00 $50.00 0.50 MN $125.00 $62.50 0.50 MN $125.00 $62.50 0.50 MN $125.00 $62.50 --........---......--- .....----- -------------- --$-f;69"j~50-- ----....--------- -----...------.... ---..-..------- --$-1-~69-7~5o-- --.....----..---..-- .....-..--------..-- ..-$-1..~09-j~50..... $54.88 $54.88 $54.88 ---...---........-..... ___..n" .............-.........-- --$-1-~i52~38...- ...---..----..--00-- -..----------...... .....-.........-.....--- --$-'f~i52~38-'" --------------- ------- ...--.....-.....---..- ...$..f~i52~38...- ::::::::::::::::::::::::::::::::::::::}:::?I:j/=mr::r:::I::::ttt:ii:l:::t:l:jtt:::S:l:t:::0.:S:;::;::::::::;:::::: TOTAL, 15 DAY TIME EXT STAMPED PAVERS labor laborer, Unskilled __m u__ - -u----SutiiejiiCLafior--m-----m-mu----u-umm Burden, BlD 34.97% PBes 35% --00--- ------u--s-ubioiiCLabOr----------u--------------m----- Allowance 15.00% ummm------totai,Tabormmm-mumuummumm-- Equipment m....~?_t_~e.P..ll~~_~~~m..__u__mm__m___m_m___m_______ Subtotal, Equipment Allowance 15.000,(, mumuuumtotai:Equipme-riru------------u--.--------u-- Material ___u__~?_t_~epJl~~_~~~um_m_m_________m__u_m_____mm_ Subtotal, Material Allowance 15.000,(, -uu-----u----totai:Materi"ii"f"u------u------------u-u------- Other Stamped Paver Subcontractor Barricade Subcontractor --u---.--m--usubiotaCotherm--m-----u-----m----mm- Allowance 5.00% u-uu--uu----totai:other-----u-u-u-uuuuuuu-uu---u TOTAL STAMPED PAVERS TOTAL FOR ADDITIONAL WORK CEI COSTS FOR 1/2 MONTH GRAND TOTAL PBCS, INC. ::::::f:~;:)::I:m:i:f:iir:: $7,558.73 68.00 HR $9.00 $612.00 68.00 HR --00-00------- ---$612~60-u 00000000_0000__ 0000_____00_00 $214.00 nu_____uu_ -u$826~60--- ----00---0000-- ___n__un___ $123.90 u____n______ ---$949~90-u uu__u_______ -00---------00 0.00 HR $0.00 $0.00 0.00 HR -------.-00--- ----$O~06----- ---0000---00--- 0000---------- $0.00 __0000_____00_ ----$O~06----- u__u_nuuu _00__00__0000_ 0.00 TN $0.00 $0.00 0.00 TN ______0000_00_ ----$O~06----- -0000-00-----00 _______nn___ $0.00 ____nu______ ----$O~06---u ---00---------- _______00_____ 1.00 1.00 lS $47,791.25 $47,791.25 1.00 lS lS $822.00 $822.00 1.00 lS ___m_mm_ -$48,613~25- ummm__h _.mu___m_ $2,430.66 _____muu__ -$-51-,043~91u _.um_m_m m___u__m_ $51,993.81 $59,552.54 0.50 MN $35,789.69 $17,894.85 MN 0.50 $77,447.38 Page 3 of 3 .:::::~:~~~~i~:~:i::::::: ::t~:~:;:~::;I:i:;:~:::} "'$f095~6:fr:':' $8.00 $544.00 68.00 HR $8.00 $544.00 00000000______ -n$544~60u- -.0000.-------. .------ --------------- ---$544~60--- $190.40 $190.40 00___00_00_00_ u-$i34~40u- _00_00_00_00_00 -00---- ___u__________ ---$-i34~40--- $110.16 $110.16 u_uu____.u -.-$844~56-u .u_____n_n__ ------- _n_________u_ ---$844~56-n $47.00 $0.00 0.00 HR $47.00 $0.00 __uuuuuu uu$O~06-u-- 0000__00__00_00 00_0000 -------------00 ----$O~06-n.- $0.00 $0.00 _00__00_0000__ ----$O~06u-u ------------.-- ------- ----------0000- ---u$O~o6----- $3.50 $0.00 0.00 TN $3.50 $0.00 __000000__0000 h--$O~06uu- _u_______un_ n___________u ----$O~06-uu $0.00 $0.00 __n__________ --u$O~06uu- 000000___00____ -----00 00---------00-- -u-$O~06--n- $47,791.25 $47,791.25 1.00 lS $47,791.25 $47,791.25 $822.00 $822.00 1.00 lS $822.00 $822.00 _mhuh_h_ -$-48,613~25- _m_..________ m_m __m_muuu -$-48,613~25- $2,430.66 $2,430.66 _umuu__u -$51-,043~91u 0000--..------- ___n__ mm_m_m_ -$51-,043.-9'-- $51:.~~~.4 ?... ..:~:~1.:~~~.~~1L:: ::::::{r:i{:~:~:::~:::~:~:i:i{:i:~::: $58,984.15 $58,984.15 $35,789.69 $17,894.85 0.50 MN $35,789.69 $17,894.85 $76,878.99 $76,878.99 CO Analysis Stamped Pavers Winter Springs.xls l • . • BERGERON LAND DEVELOPMENT OF CENTRAL FL.INC. • 2710 Michigan Ave. (407)932 -1610 phone Kissimmee , F1.,34744 (407)932 -0465 FAX Monday, 12/4/2000 TO ;Mr. Bill Glennon, Parsons Brinckerhoff FROM ;Ben White, Bergeron Land Development Inc. RE :Tuscawilla Rd. : Pricing for Brick Pavers (Clay Type & Imprinted Asphalt) Mr Giennon, Enclosed is the completed work up for the above mentioned scope of work, the Brick Paver Intersection installation at Winter Springs Blvd. The complete cost for this work is in two totals of - Clay Pavers = $ 212,758.68 - Imprinted Asphalt = $ 59,743.37 This total was derived from the work up and detail as enclosed, which has been modified and adjusted per discussions from a previous work up and estimate. There are also deductions to be accounted for in conjunction with this proposal, and are as listed • below to be deducted or adjusted from the original contract : (Deduct) 3" Type S -1 Asphalt Paving - 1144 SY @ $ 5.50 SY =$ 6,292.00 - (Deduct) 1" Type FC -3 Friction Course - 1144 SY @ $ 2.60 SY =$ 2,974.40 - Grand Total Adjustment/Deductions for Project = $ 9,266.40 - As further explanation and understanding of the breakdown of these costs, please review the following information for each item. - (10)Mobilization : Included in this item are costs for additional time for Supervision, Office costs, rental costs, and other expenses for same, for an estimated period of =/- 2 months, which is estimated to be the additional time needed to complete this additional work, bond costs for same, and the estimated continued costs to operate and maintain the engineers office as well. - (20)Brick Pavers : Included in this item are the following items ; 0095- Temp Base and Asphalt, it is our intent to construct the stabilized sub grade and 6" ABC base as per plans, then cover the intersection with a temporary limerock base , paved with 1 ' /2" temp asphalt to allow traffic to return for duration of MOT Phase /Stage, until a late or last stage in the project for the final brick paver and concrete construction. Cost is based on per prior discussion that this work can be 41 o constructed in 2 halves vs. the previously proposed 4 quarter sections. ' .. 0100 - Additional MOT for intersections, this item is explanatory and will involve additional r'-' warning devices, cones, barricades, etc... and labor for set up and take down of same and rental Y - " ` costs for these devices. 4001 - Excavate for Concrete, this activity is for the removal and disposal of the temp base and asphalt previously placed on the 6" ABC base course and for the clean up and grading needed for i commencement of the placing of the concrete sub base for paver construction. 4029 - Construct Concrete Base Slab, this item of course is for the construction of the 8" con e #: base slab and ribbon curbs as shown on plans for brick paver construction. p DN; aZ —a--- FILE #; 4062 -6 "Concrete Sidewalk(Ramps), this item is for the additional 6" concrete work per the 'quantity provided by PB for the hand work construction of concrete sidewalk ramps as shown on plans. 5050 and 5050A -I" FC -3 and 3" Type S -1: Special Paving, this is a charge ya::. cu_ paving sub for the special or hand installation of this structure course as it shown to be • constructed within the limits of the new brick pavers. It requires extra work, hand work, and work with smaller and different equipment when or if equipment can be used, and the extra care to not do damage or get any materials on the newly constructed brick paver work. 5090 -Brick Pavers, this item of course is for the actual brick paver construction by our subcontractor for this project, and attached is a quote from their firm for this work. - (25)Subtotal of Brick Paver construction if done with Clay type paver system. The cost report and breakdown shows the full value of work at these revised prices for this work, but as listed herein above the cost for these items at original contract unit price should be deducted per the quantity of deduction as shown in plans and as provided by PB for the areas originally receiving these courses which will now be deducted due to displacement by brick pavers. All subcontractor work per the current contract specifications has received a markup as allowed at only 5 %, all Bergeron work and material as allowed is shown at 15 %. In addition to compensation for this work on it's acceptance, we would also require additional contract time to complete it as well as it will be a separate stage and is to be constructed only prior to completion of the last stages of our current contract. We anticipate and would request and additional 60 days of time be added to our contract for this work and it's completion beyond our current contract time frame. Again, this pricing and request is based on this construction being able to be done as discussed in 2 halves vs. the original 4 quarters. Any other request or requirement other than this may require additional time and expenses to again be added to this • proposal. - (30)Mobili7ation : Same as scenario above, with time frame adjusted to show time needed for subcontractor to perform imprinting. - (40)Brick Pavers : This cost is for the subcontracted Asphalt Imprint type paver system, and includes the MOT needed for subcontractor to do work. - (45)Subtotal of Brick Paver construction if done with Imprinted Color Asphalt system. In addition with this type of construction, we would also request an additional 2 weeks, or 14 calender days be added to our contract to complete this work. Please review the enclosed cost report and activity breakdown as well as all other attached information and respond as soon as possible if this is acceptable in its form or if other additional information will be required. Also as always, we can be available to meet with you at any time to discuss this matter with you as well at your convenience and look forward to the opportunity to do so. Time is now of the essence in this matter, as after additional review of our short term schedule, we intend to construct this intersection by no later than January 5, 2001, in conjunction with our anticipated Phase I traffic shift. and we will need to have decided prior to then which way this intersection will be constructed. Until then we look forward to your response in this matter. W0 • Thank • Ben I t e, Con ruction Manager 12/06/2010 14 :31 TUSCA2 TUSCAWILLA RD. -BRICK PAVERS /STORM * ** Default User BID TOTALS Biditem Description Status Quantity Units Unit Price Bid Total 10 MOBILIZATION (SUPERVISION,BOND,ETC.) 1.000 LS 44711.09 44,711.09 20 BRICK PAVERS (CLAY BRICK PAVERS) 1.000 LS 168047.59 168,047.59 Bid Total > $2 12,758.68 III 1 • III Bergeron Land Development 12/06/2010 14:32 TUSCA2 TUSCAWILLA RD. -BRICK PAVERS /STORM * ** Default User • ESTIMATE RECAP - BID QUANTITIES DIRECT INDIRECT TOTAL % OF TOTAL Labor 41,600.94 41,600.94 21.7% Burden 14,560.36 14,560.36 7.6% Lab +Bur 56,161.30 56,161.30 29.3% Perm Matl 39,381.68 39,381.68 20.5% Const Exp 7,919.20 7,919.20 4.1% Equipment 10,991.73 10,991.73 5.7% Subs 77,299.26 77,299.26 40.3% Other 0.0% Total Costs: 191,753.17 191,753.17 99.9% % of Total 100.00% 0.00% 100.00% * Data Below here is dependent on the Summary Process. * The Summary Process was last run 12/06/2010 at 14:30 Markup on Detail Costs 21,005.51 11.0% -- (% of costs) COST + MARKUP > $212,758.68 (On Takeoff Quantity) III There * ARE NOT * closing accounts for this bid. -Effect on Bid - Rounding difference: Unbalancing difference: From Cut &Add Sheet - costs: (on Bid Quantity) From Cut &Add Sheet - markup: (on Bid Quantity) Net Adjustments (to the balanced bid): [or desired bid] BALANCED BID TOTAL $212,758.68 DESIRED BID (if specified) BID TOTAL (on bid quantities) $212,758.68 BID COSTS (on bid quantities) $191,753.17 MARKUP (on bid quantities) $21,005.51 10.95% EXPECTED JOB VALUE (on takeoff quantitites): $212,758.68 EXPECTED COSTS (on takeoff quantitites): $191,753.17 EXPECTED MARKUP (on takeoff quantitites): $21,005.51 10.95% Adjust to Bid Quantities = Y Report Variation = QUICK- DETAIL On Takeoff Quantities III Labor Hrs. (MH/MHS) 2,470 0 2,470 (incl burden) 56,161 0 56,161 Labor (DAY /DAYS) 0 0 0 1 Bergeron Land Development 12/06/2010 14:32 TUSCA2 TUSCAWILLA RD. -BRICK PAVERS /STORM * ** Default User • (incl burden) 0 0 0 Labor (OtherUnits) 0 0 0 (incl burden) Labor Burden 14,560 0 14,560 Spread Indirects on: Total Cost Spread Markup on: Total Cost Spread Addons&Bond on: Total Cost Markup on: Labor Burden PermMatl CM CoEgp RentedEqp 15.0% 15.0% 15.0% 15.0% 15.0% 0.0% EOE Sub Miscl Misc2 Misc3 15.0% 5.0% 0.0% 0.0% 0.0% ESTIMATE NOTES: Bid Date: 03/25/2000 Owner: SEMINOLE COUNTY Engr Firm: PARSONS BRINCKERHOFF Estimator -In- Charge: Desired Bid (if specified) = 0.00 Notes: • • 2 • Bergeron Land Development 12/06/2010 14:32 TUSCA2 TUSCAWILLA RD. -BRICK PAVERS /STORM * ** Default User • ESTIMATE RECAP GRAPH OF TOTALS - BID QUANTITIES . . 2 � .• Z }t�2Y 4 �fT sv :i M13 I i • 4 .n z C y,, s r- ,"` Lab +Bur 56,161.30 • Perm Mat! 39,381.68 ``- Const Exp 7,919.20 Equipment 10,991.73 1 Subs 77,299.26 • • 3 Bergeron Land Development Page 1 TUSCA2 TUSCAWILLA RD.-BRICK PAVERS /STORM 12/06/2010 14:37 Default User DIRECT COST REPORT Of tivity Desc Quantity Unit Perm Constr Equip Sub - Detail Pcs Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 10 Description = MOBILIZATION ( SUPERVISION,BOND,ETC.) Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 SURVEY TIME IS FOR UP TO 4 SETUPS FOR BRICK PAVER INSTALLATION, PLUS ASBILTS. FIELD OFFICE RENTAL IS FOR BOTH CONTRACTOR AND ENGINEER OFFICE AND MAINTENANCE FOR BOTH DUE TO ADDITIONAL TIME. ADDITIONAL ASPHALT SUB MOBILIZATIONS ARE REQUIRED FOR INTRICACY OF BRICK PAVER SUB GRADE WORK AS SHOWN ON PLANS AND THAT IT WILL REQUIRE UP TO AN ADDITIONAL 5 MOVE INS FOR THEM TO COMPLETE, 2 HALVES IN SUBGRADE, 2 QUARTERS IN STRUCTURE COARSES INSIDE PAVER AREAS. THIS REVISED PROPOSAL, PER DISCUSSION WITH MR BILL GLENNON, IS BASED ON TOTAL CLOSURE OF INTERSECTION, ONE TIME EAST SIDE AND ONE TIME WEST SIDE, AND PERFORMING THIS CONSTRUCTION IN 2 HALVES INSTEAD OF THE PREVIOUS 4 QUARTERS. 0001 JOBSITE SUPERVISION Quan: 328.00 HR Hrs/Shft: 10.00 Cal: 1 SUPV2 MED SUPERVISIOR C 328.00 CH Prod: 1.0000 UH 3BOND BOND 1.00 LS 1,582.000 1,582 1.582 8CV 1 PICKUP TRUCK 1.00 328.00 HR 7.000 2,296 2296 LCLK CLERK 1.00 328.00 MH 12.000 5,314 5.314 LRFM ROAD FORMAN 1.00 328.00 MH 24.000 10,627 10.627 LSUP SUPERVISOR 1.00 328.00 MH 28.000 12,398 12,398 $32,217.20 3.0000 MH/HR 984.00 MH [ 64 ] 28,339 1,582 2,296 32.217 1.0000 Units/Hr * 10.0000 Un/Shift 0.3333 Unit/MH 86.4 4.82 7 98.22 0037 LAYOUT Quan: 46.00 HR Hrs/Shft: 10.00 CaI: 1 SURV3 3 MAN SURVEY CRE 46.00 CH Prod: 1.0000 UH 3GISO4 Supplies - Survey 1.00 MON 350.000 350 350 8CV2 SURVEY CREW TRUCK 1.00 46.00 HR 10.500 483 483 LINS INSTRUMENT MAN 1.00 46.00 MB 12.000 745 745 LPCF PARTY CHEIF 1.00 46.00 MH 24.000 1,490 1.490 LROD RODMAN 1.00 46.00 MH 10.000 621 621 . ,689.60 3.0000 MH/HR 138.00 MH [ 46 ] 2,857 350 483 3,690 1.0000 Units/Hr * 10.0000 Un/Shift 0.3333 Unit/MH 62.1 7.61 10.5 80.21 0062 FIELD OFFICE MONTHLY EXP Quan: 2.00 MO Hrs/Sbft: 10.00 CaI: 1 3GDUMP DUMPSTER /MISC 2.00 MO 70.000 140 140 3GFO FIELD OFFICE RENTAL 2.00 MON 350.000 700 700 3GIS01 Ice & Supplies 2.00 MON 250.000 500 500 3GSRP2 Aerial Photos 2.00 HR - 70.000 140 140 3GTTO7 Temp Toilets 2.00 MON 125.000 250 250 3GY033 OFFICE FURNITURE 2.00 MON 180.000 360 360 3GY11 Utilities, Field Office 2.00 MON 150.000 300 300 3GY21 Telephone, Field office 2.00 MON 250.000 500 500 3GY56 Portable Septic Tanks 2.00 MON 125.000 250 250 3GY71 Yard 2.00 MON 400.000 800 800 3MISC MISC 2.00 LS 100.000 200 200 3SAFOI Safety Supplies (Mon) 2.00 MON 125.000 250 250 $4,390.00 [ ] 4,390 4,390 2195 2195 5050 ASPHALT SUB MOBILIZATION Quau: 1.00 LS Hrs/Shft: 10.00 Ca!: 1 4ASPH ASPHALT SUBCONTRAC 1.00 LS 0.000 > Item Totals: 10 - MOBILIZATION (SUPERVISION,BOND,ETC.) $40,296.80 1,122.0000 MH/LS 1,122.00 MH [23108] 31,196 6,322 2,779 40,297 40,296.800 1 LS 31,195.80 6,322.00 2.779.00 40,296.80 BID ITEM = 20 Description = BRICK PAVERS (CLAY BRICK PAVERS) Unit = LS Takeoff Quan: 1.000 Eno Quan: 1.000 5050 & 5050A- ASPHALT PAVING SPECIAL= THIS IS FOR SPECIAL HAND WORK AND OTHER ADDITIONAL WORK INVOLVED IN PLACING ASPHALT IN AREAS BETWEEN BRICK PAVERS IN INTERSECTION. MOST WORK IS INACCESSIBLE BY MACHINE AND WILL HAVE TO BE PLACED/INSTALLED BY HAND OR OTHER SMALL EQUIPMENT WITHOUT THE USE OF PAVING MACHINES WHICH IS A SIGNIFICANT CHANGE • FROM ORIGINAL CONDITIONS AND DETAILS. 0422 - EXCAVATION SPECIAL = ADDITIONAL EXCAVATION REQUIRED BEYOND ORIGINAL PLAN AND ASSOCIATED GRADING /COMPACTION WORK 0095 -TEMP BASE AND ASPHALT= THIS WILL BE FOR 10 1/2" LIMEROCK BASE AND 1 1/2" TEMP ASPHALT PAVING TO BE PLACED OVER INSTALLED ABC SUBGRADE COURSE FOR TEMPORARY USE UNTIL CONSTRUCTION COMMENCES ON PAVER WORK IN LAST PHASE/STAGE OF PROJECT. 4001- EXCAVATE FOR CONCRETE= REMOVAL OF TEMP ASPHALT AND LIMEROCK BASE AND EXPOSING AND CLEANING OFF OF PREVIOUSLY Bergeron Land Development Page 2 TUSCA2 TUSCAWILLA RD.-BRICK PAVERS /STORM 12/06/2010 14:37 Default User DIRECT COST REPORT ivity Desc Quantity Unit Perm Constr Equip Sub - ", Detail Pcs Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 20 Description = BRICK PAVERS (CLAY BRICK PAVERS) Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 PLACED 6" ABC BASE COURSE TO COMMENCE POURING OF CONCRETE BASE FOR PAVERS. 4 SET UPS DUE TO WORK BEING DONE IN QUARTERS. 0100 - ADDITIONAL MOT= COST FOR ADDITIONAL TIME CHARGED FOR BARRICADE,SIGN RENTALS AND MINOR SETUP AND MAINTENANCE FOR DAILY WORK ZONE. NO ADDITIONAL COST IS INCLUDED IN THIS ACTIVITY FOR OFF DUTY POLICEMAN. IF REQUIRED IT WILL BE AT ADDITIONAL COST.ARROW BOARD RENTAL IS INCLUDED IN THIS COST ALSO FOR SIDE ROAD AREAS WHERE TRAFFIC WILL BE SHIFTED TO TWO WAY. APPROXIMATE TIME FOR THIS ACTIVITY IS APP. 60 DAYS. PER APPROVAL FROM BILL GLENNON 5/23/2000, 6 "x 6" WELDED WIRE WILL BE USED IN LIEU OF 12 "x 4" AS ORIGINAL DETAIL SHOWS. THIS ITEM IS REFLECTED IN CONCRETE SLAB COST. RE S 11 ±L LISTED IN CONCRETE SLAB ITEM IS FOR DOWELS AS SHOWN IN DETAIL. MISC CONCRETE COSTS IN CONCRETE SLAB COST ARE FOR DOWERL CAQPS AND CHAIRS, ETC... 0095 TEMP BASE & ASPHALT Quan: 1,665.00 SY Hrs/Shft: 10.00 Cal: 1 BASE1 SMALL BASE CREW 32.02 CH Prod: 52.0000 UH 2BAII LIMEROCK FDOT SPEC@ 1,161.00 TN 3.500 4,348 4,348 4ASPH ASPHALT SUBCONTRAC 1,665.00 SY 4.550 7,576 7,576 4HAULLR LIMEROCK HAUL SUB 1,161.00 TN 5.650 6,560 6.560 8C V 1 PICKUP TRUCK 1.00 32.02 HR 7.000 224 224 8L03 CAT 936 LOADER 7 1.00 32.02 HR 30.000 560 560 8MG1 CAT 12G GRADER 1.00 32.02 HR 38.500 1,233 1.233 8TR1 HYSTER 530 RUB TIRE R 1.00 32.02 HR 25.000 480 480 8VR2 I. R. SD100 VIB ROLLER 1.00 32.02 HR 30.000 760 760 8WT1 WATER TRUCK 25 1.00 32.02 HR 47.000 376 376 LGDI GRADER OPERATOR 1 1.00 32.02 MH 15.000 648 648 LLBI !LABORER UNSKILLED 1.00 32.02 MH 9.000 389 389 LLD2 LOADER OPERATOR 2 1.00 32.02 MH 15.000 648 648 LRO 1 ROUGH ROLLER OPERAT 1.00 32.02 MH 9.000 389 3 S 9 LRO2 FINISH ROLLER OPERAT 1.00 32.02 MH 10.000 432 432 . 4,624.80 0.0961 MH/SY 160.10 MH [ 1.115 ] 2,507 4,348 3,634 14,135 24,625 51.9988 Units/Hr * 519.9875 Un/Shift 10.3998 Unit/IviII 1.51 2.61 2.18 8.49 14.79 0100 ADDITIONAL MOT FOR INTERSECT Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 1 4BARR BARRICADE SUB 1.00 LS 1,552.000 1,552 1.552 LLB 1 (LABORER UNSKILLED 2.00 68.00 MB 9.000 826 826 $2,378.20 68.0000 MH/LS 68.00 MH [ 612 ] 826 1,552 2.378 0.0294 Units/Hr 0.2941 Un/Shift 0.0147 Unit/MH 826.2 1552 2378.2 4001 EXCAVATE FOR CONCRETE Quan: 551.00 CY Hrs/Shft: 10.00 Cal: 1 8BH6 CAT 316 MOON MACHIN 1.00 7.65 HR 65.000 497 497 8DT2 18 CY DUMP TRUCK (RE 2.00 15.30 1-IR 42.000 643 643 8L02 CAT IT28 LOADE W /ACC 1.00 6.00 HR 31.000 186 186 LBII2 BACKHOE OPERATOR 2 1.00 7.65 MH 14.000 145 145 LLB I ILABORER UNSKILLED 2.00 15.30 MH 9.000 186 186 LLB2 LABORER SKILLED 1.00 7.65 MH 10.000 103 103 LLD 1 LOADER OPERATOR 1 1.00 6.00 MB 15.000 122 122 $1,881.12 0.0664 MH/CY 36.60 MH [0.746] 555 1,326 1.881 72.0261 Units/Hr • 720.2614 Un/Shift 15.0546 Unit/MH 1.01 2.41 3.41 4029 CONSTRUCT CONCRETE BASE SLAB Quan: 412.00 CY Hrs/Shft: 10.00 Cal: 1 CONC3 MED CONC HAND CR 216.84 CH Prod: 19.0000 US 26X6WW 6" x 6" WELDED WIRE M 25.00 ROLL 91.000 2,434 2.434 2CCLI CLASS I CONC @107% 412.00 CY 68.000 29,977 29.977 2CM82 Curing Compound @107% 78.08 GAL 3.750 313 313 2KEYWAY KEYWAY EXPANSION M 900.00 LF 0.400 385 385 2REBAR RE STEEL @107% 6,200.00 LB 0.290 1,924 1.924 3FW901 Wooden Forms 732.00 LF 1.000 732 732 3LCI MISC CONC MATL 412.00 CY 2.100 865 865 8C V4 CONC CREW TRUCK 1.00 216.84 HR 15.000 3,253 3253 LCAR CARPENTER 1.00 216.84 MH 15.000 4,391 4.391 LCFM CONCRETE FORMAN 1.00 216.84 MH 24.000 7,026 7.026 LFIN CONCRETE FINISHER 1.00 216.84 MH 14.000 4,098 4.098 LLB1 (LABORER UNSKILLED 1.00 216.84 MH 9.000 2,635 2.635 • LLB2 LABORER SKILLED 1.00 216.84 NW 10.000 2,927 2.927 $60,960.39 2.6315 MH/CY 1,084.20 MH [ 37.894 ] 21,077 35,034 1,597 3.253 60.960 1.9000 Units/Hr 19.0002 Un/Shift • 0.3800 Unit/MH 51.16 85.03 3.88 7.89 147.96 5050 1" FC -3 : SPECIAL PAVING Quan: 508.00 SY Hrs /Shft: 10.00 Cal: 1 4ASPH ASPHALT SUBCONTRAC 1.00 508.00 SY 9.850 5,004 5.004 Bergeron Land Development Page 3 TUSCA2 TUSCAWILLA RD.-BRICK PAVERS/STORM 12/062010 14:37 Default User DIRECT COST REPORT tivity Desc Quantity Unit Penn Constr Equip Sub - Detail Pcs Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 20 Description = BRICK PAVERS (CLAY BRICK PAVERS) Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 5050A 3" S-1 : SPECIAL PAVING Quan: 508.00 SY Hrs/Shft: 10.00 Cal: 1 4ASPH ASPHALT SUBCONTRAC 508.00 SY 13.750 6,985 6,985 5090 BRICK PAVER SUB Quan: 9,006.00 SF Hrs /Shft: 10.00 Cal: 1 4PAVERS BRICK PAVER SUB 9,006.00 SF 5.510 49,623 49,623 > Item Totals: 20 - BRICK PAVERS (CLAY BRICK PAVERS) 5151,456.37 1,348.9000 MH/LS 1,348.90 MH [ 18492.94) 24,966 39,382 1,597 8,213 77,299 151,456 151,456.370 1 LS 24,965.5039,381.68 1,597.20 8,212.7377,299.26151,456.37 5191,753.17 * ** Report Totals * ** 2,470.90 MH 56,161 39,382 7,919 10,992 77,299 191,753 »> indicates Non Additive 4ctivit —Report Notes: — The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities in the detail. Bid Date: 0325 /00 Owner: SEMINOLE COUNTY Engineering Firm: PARSONS BRINCKERHOFF Estimator -In- Charge: • on units of MH indicate average labor unit cost was used rather than base rate. [ } in the Unit Cost Column = Labor Unit Cost Without Labor Burdens In equipment detail, rent % and operating % not = 100% are represented as XXX %YYY where XXX =Rent% and YYY�perating% —Calendar Codes---- - 411 Calendars are found in crew and labor codes and have the format XXXdY where STANDARD XXX = The Calendar and Y = The Starting Day of the Week with Day 1 = Monday, etc. • 12/06/2010 14:43 TUSCA2A TUSCAWILLA PAVERS -ALT. ASPHALT * ** Default User BID TOTALS Biditem Description Status Quantity Units Unit Price Bid Total 10 MOBILIZATION (SUPERVISION,BOND,ETC.) 1.000 LS 7166.22 7,166.22 20 BRICK PAVERS (IMPRINTED ASPHALT) 1.000 LS 52577.15 52,577.15 Bid Total = -- ----> $59,743.37 • • 1 • • _Bergeron Land Development 12/06/2010 14:44 TUSCA2A TUSCAWILLA PAVERS -ALT. ASPHALT * ** Default User ESTIMATE RECAP - BID QUANTITIES DIRECT INDIRECT TOTAL % OF TOTAL Labor 4,052.00 4,052.00 7.2% Burden 1,418.20 1,418.20 2.5% Lab+Bur 5,470.20 5,470.20 9.7% Perm Matl 0.0% Const Exp 1,674.55 1,674.55 3.0% Equipment 420.00 420.00 v. ; Subs 48,613.25 48,613.25 86.5% Other 0.0 °ro Total Costs: 56,178.00 56,178.00 99.9% % of Total 100.00% 0.00% 100.00% * Data Below here is dependent on the Summary Process. * The Summary Process was last run 12/06/2010 at 14:43 Markup on Detail Costs 3,565.37 6.3% (% of costs) COST + MARKUP > $59,743.37 (On Takeoff Quantity) • There * ARE NOT * closing accounts for this bid. -Effect on Bid - Rounding difference: Unbalancing difference: From Cut &Add Sheet- costs: (on Bid Quantity) From Cut &Add Sheet - markup: (on Bid Quantity) Net Adjustments (to the balanced bid): [or desired bid] BALANCED BID TOTAL $59,743.37 DESIRED BID (if specified) • 131D TOTAL (on bid quantities) $59,743.37 BID COSTS (on bid quantities) $56,178.00 MARKUP (on bid quantities) $3,565.37 6.35% EXPECTED JOB VALUE (on takeoffquantitites): $59,743.37 EXPECTED COSTS (on takeoffquantitites): $56,178.00 EXPECTED MARKUP (on takeoff quantitites): $3,565.37 6.35% Adjust to Bid Quantities = Y Report Variation = QUICK - DETAIL On Takeoff Quantities • Labor Hrs. (MH/MHS) 236 0 236 (incl burden) 5,470 0 5,470 Labor (DAY /DAYS) 0 0 0 1 Bergeron Land Development 12/06/2010 14:44 TUSCA2A TUSCAWILLA PAVERS -ALT. ASPHALT * ** Default User (incl burden) 0 0 0 • Labor (OtherUnits) 0 0 0 (incl burden) Labor Burden 1,418 0 1,418 Spread Indirects on: Total Cost Spread Markup on: Total Cost Spread Addons&Bond on: Total Cost Markup on: Labor Burden PermMatl CM CoEqp RentedEgp 15.0% 15.0% 15.0% 15.0% 15.0% 0.0% EOE Sub Miscl Misc2 Misc3 15.0% 5.0% 0.0% 0.0% 0.0% ESTIMATE NOTES: Bid Date: 03/25/2000 Owner: SEMINOLE COUNTY Engr Firm: PARSONS BRINCKERHOFF Estimator -In- Charge: Desired Bid (if specified) = 0.00 Notes: • • 2 Bergeron Land Development 12/06/2010 14:44 TUSCA2A TUSCAWILLA PAVERS -ALT. ASPHALT * ** Default User • ESTIMATE RECAP GRAPH OF TOTALS - BID QUANTITIES r e- - pr.. <ti Lab +Bur 5,470.20 al Const Exp 1,674.55 • Equipment 420.00 . Subs 48,613.25 • • 3 Bergeron Land Development Page 1 TUSCA2A TUSCAWILLA PAVERS -ALT. ASPHALT 12/062010 14:46 Default User DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- . Detail Pcs Unit Cost Labor Material Mat1/Exp Ment Contract Total BID ITEM = 10 Description = MOBILIZATION (SUPERVISION,BOND,ETC.) Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 0001 JOBSITE SUPERVISION Quan: 48.00 HR Hrs/Shft: 10.00 Cal: 1 SUPV2 MED SUPERVISIOR C 48.00 CH Prod: 1.0000 U11 3BOND BOND 1.00 LS 463.050 463 463 8CV1 PICKUP TRUCK 1.00 48.00 HR 7.000 336 336 LCLK CLERK 1.00 48.00 MH 12.000 778 778 LRFM ROAD FORMAN 1.00 48.00 MH 24.000 1,555 1,555 LSUP SUPERVISOR 1.00 48.00 MH 28.000 1,814 1,814 $4,946.25 3.0000 MH/HR 144.00 MH [ 64 ] 4,147 463 336 4,946 1.0000 Units/Hr * 10.0000 Un/Shift 0.3333 Unit/MH 86.4 9.65 7 103.05 0037 LAYOUT Quan: 8.00 HR Hrs/Shft: 10.00 Cal: 1 SURV3 3 MAN SURVEY CRE 8.00 CH Prod: 1.0000 UH 3GISO4 Supplies - Survey 1.00 LS 114.000 114 114 8CV2 SURVEY CREW TRUCK 1.00 8.00 HR 10.500 84 84 LINS INSTRUMENT MAN 1.00 8.00 MH 12.000 130 130 LPCF PARTY CHEIF 1.00 8.00 MH 24.000 259 2 59 LROD RODMAN 1.00 8.00 MH 10.000 108 108 $694.80 3.0000 MH/HR 24.00 MH [ 46 ] 497 114 84 695 1.0000 Units/Hr * 10.0000 Un/Shift 0.3333 Unit/MH 62.1 14.25 10.5 86.85 0062 FIELD OFFICE MONTHLY EXP Quan: 030 MO Hrs/Shft: 10.00 Cal: 1 3GDUMP DUMPSTER / MISC 0.50 MO 70.000 35 35 3GFO FIELD OFFICE RENTAL 0.50 MON 350.000 175 175 3GIS01 Ice & Supplies 0.50 MON 250.000 125 125 3GSRP2 Aerial Photos 0.50 FIR 70.000 35 35 TTO7 Temp Toilets 0.50 MON 125.000 63 63 Y033 OFFICE FURNITURE 0.50 MON 180.000 90 90 GY 11 Utilities, Field Office 0.50 MON 150.000 75 75 3GY21 Telephone, Field office 0.50 MON 250.000 125 125 3GY56 Portable Septic Tanks 0.50 MON 125.000 63 63 3GY71 Yard 0.50 MON 400.000 200 200 3MISC MISC 0.50 LS 100.000 50 50 3SAF01 Safety Supplies (Mon) 0.50 MON 125.000 63 63 $1,097.50 [ ] 1,098 1,098 2195 2195 > Item Totals: 10 - MOBILIZATION (SUPERVISION,BOND,ETC.) $6,738.55 168.0000 MH/LS 168.00 MH [ 3440 ] 4,644 1,675 420 6,739 6,738.550 1 LS 4,644.00 1,674.55 420.00 6,738.55 BID ITEM = 20 Description = BRICK PAVERS (IMPRINTED ASPHALT) Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 0100 ADDITIONAL MOT FOR INTERSECT Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 1 4BARR BARRICADE SUB 1.00 LS 822.000 822 822 LLB1 1LABORER UNSKILLED 2.00 68.00 MH 9.000 826 826 $1,648.20 68.0000 MH/LS 68.00 MH [612] 826 822 1,648 0.0217 Units/Hr 0.2174 Un/Shift 0.0147 Unit/MH 8262 822 1648.2 5038 ASPHALT IMPRINT SUB (PAVERS) Quan: 1.00 LS Hrs/Shft: 10.00 Cal: 1 4ASPHALTSPECSPECIALTY ASPHALT SU 1.00 LS 47,791.250 47,791 47,791 > Item Totals: 20 - BRICK PAVERS (IMPRINTED ASPHALT) $49,439.45 68.0000 MH/LS 68.00 MH [ 612 ] 826 48,613 49,439 49,439.450 1 LS 826.20 48.61325 49,439 45 • • $56,178.00 * ** Report Totals * ** 236.00 MH 5,470 1,675 420 48,613 56,178 »> indicates Non Additive Activity Bergeron Land Development Page 2 TUSCA2A TUSCAWILLA PAVERS -ALT. ASPHALT 12/06/2010 14:46 Default User DIRECT COST REPORT Activity Desc Quantity Unit Perm Constr Equip Sub- Detail Pcs Unit Cost Labor Material Matl/Exp Ment Contract Total BID ITEM = 20 Description = BRICK PAVERS (IMPRINTED ASPHALT) Unit = LS Takeoff Quan: 1.000 Engr Quan: 1.000 —Report Notes:-- - The estimate was prepared with TAKEOFF Quantities. This report shows TAKEOFF Quantities in the detail. Bid Date: 03/25/00 Owner: SEMINOLE COUNTY Engineering Finn: PARSONS BRINCKERHOFF Estimator -In- Charge: * on units of MH indicate average labor unit cost was used rather than base rate. [ ] in the Unit Cost Column = Labor Unit Cost Without Labor Burdens In equipment detail, rent % and operating % not = 100% are represented as XXX %YYY where XXX Rent% and YYYCIperating% -- Calendar Codes--- - Calendars are found in crew and labor codes and have the format XXXdY where XXX = The Calendar and Y = The Starting Day of the Week with Day 1 = Monday, etc. 1 STANDARD • • j I - \ LAND DEVELOPMENT 2710 Michigan Avenue OF CENTRAL FLORIDA INC. Fax Number: Kissimmee, FL 34744 (407) 932 -0465 Office (407) 932 -1610 December 22, 2000 Parsons Brinkerhoff 805 Tuskawilla Rd. Winter Springs, Fl. 32708 Attn: Bill Glenen Subject: Time Scale Analysis Dear Bill, Time scale analysis for change order at Winter Springs brick pavers. Attached is CPM of change order that you requested, the analysis is as follows: 1. Act 100 Mobilization: The change order extends the substantial completion date 60 days. This is reflected in the calender days from August 18,01 to October 16, 01. Supervision and office costs are associated with this activity. • 2. Act 110 Layout: (1 day) survey of work area needs to be completed. This activity will take 1 (one) full day prior to any construction activity. The remaining survey will be done incidental to the corresponding work activities. 3. Act 120 Temp Base and Asphalt: (4 days) A certain amount of temporary pavement will be needed to allow traffic flow on Winter Springs Blvd. while construction activities are progressing. Three (3) days for base work and 1 (one) day for paving is needed for this activity. 4. Act 130 Excavate for Concrete: (2 day) Prior to starting the 8" concrete slab under the brick pavers must be removed 1 day for entrance and 1 day for exit. 5. Act 140 Concrete Slab under Pavers: (27) Twenty seven days. Slab includes 415 cy pour at 15 cy per day. This 15 cy per day production rate includes formwork, steel work, pouring concrete, finishing, stripping forms and getting ready for next pour all in one 8 hour day. 6. Act 150 Brick Pavers eight (8) days. Subcontractor needs this time to do the work. If you have any questions on this matter, please contact me. Sinc -rely, B- rron La • D ent, Inc. Carmine Res mo Project Mana er _ 1 n F C ` 2 62000 . TJ 1 . 70.1 #.?c9,1-..30; Activity tivity Orig Actual Early Early 2001 2002 ID Description Dur Start Start Finish AUG S- OCT NOV DEC JAN i FEB MAR X 20 27_4 40_17_24 4 ,8__ ,12_ 1926 _ ,10 1 17 ,24 7 14_21_28_4_11 16__254 11 100 MOBILIZATION(INCLUDING OFFICE) 41 18AUGO1 18AUGO1A 15OCTO1 , -- MOBILIZATION(INCLUDING OFFICE) 110 LAYOUT 20AUGO1 20AUGO1 LAYOUT 120 TEMPORARY BASE & ASPHALT 21 AUGO1 24AUGO1 L -FTEMPORARY BASE & ASPHALT 130 EXCAVATE FOR CONCRETE © 27AUGO1 28AUGO1 LVEXCAVATE FOR CONCRETE 140 CONC SLAB UNDER PAVERS ® 29AUGO1 04OCTO1 A YCONC SLAB UNDER PAVERS 150 BRICK PAVERS 8 05OCTO1 16OCTO1 A _ _-IYBRICK PAVERS roject Start 18AUGO1 Early Bar TW09 Sheet 1 of 1 roject Finish 15OCTO1 V Float Bar Bergeron Land Development rata Date 18A0001 AFINIMMIlliar Progress Bar Winter Springs Blvd @ Tuskawilla Rd un Date 21DEC00 A. = Critical Activity Classic Schedule Layout 0 Primavera Systems, Inc. .38 .73 6- WHITE EDGE LINE fTYP) .23 :~ ...~~ ~". . <v._ I~&. ..- ~t ~~ ~"1, f~~ ,:..; ~ :;' ::;,,' , I;~':. 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CONCRETE HEADER CURB 16. WIDE X 12' DEEP 3. THICK CLAY BRICK PAVERS MEETING ASTM CI272 SPECIFICATIONS FOR HEAVY VEHICULAR PAVING BRICK. JOINTING SAND MEETING ASTM C-144 FOR MASONRY MORTAR SAND W/MAXIMUM AGGREGATE SIZE PASSING A NO.4 SENE. WIRE WELDED FABRIC (4XI2) APPROX. r TO 1'/4. BEDDING COURSE SAND MEETING ASTM C33 W/ MAXIMUM ANGUU AGGREGATE SIZE OF .y,6. 6' ASPHALT BASE COURSE TYPE .3 . A 6' 4'. ST ABIUZED SUBGRADE 8" THICK CONCRETE BASE SLAB TYPICAL SECTION - BRICK PAVERS N.TS. .~:..:.'. .~~~:: ;'r+;'f.. /i( ';;fef: .~:;$:' .;;~,'( ~[f.!: '/2~i. :.~~~; .":;':.' ."Yo... ,',::', //~ ~-_/. A TT ACHMENT NO. 3 Ideal for all applications. With proven performance world-wide in extreme weather conditions and heavy traffic loading, StreetPrint is ideal for: . Stre ets . Traffic calming . Pedestrian areas . Medians and boulevards . Parking lots . Drivethroughs . Traffic meridians . Parks and playgrounds . Decorative accents StreetPrint produces any three-dimensional architectural finish...from elegant slate to intricate hand-laid pavers. II .~\\ '\;~ : ~ \. ,-,;....,"".~,.~ _7:' :'. "~.::.:.....~ '7---L_ ._~,~. '_ --.... I. .;- '-:'" .... - .~. '. L---.:.:.I-:'::: ".. ..... I The most cost-effective decorative paving. Budgets are paramount. Capital and maintenance costs must be manageable. Yet, you need a decorative paving solution that will make your project look good and keep its appearance over time. Lower capital investmen~ and faster installation makes StreetPrint more cost-effective than any other decorative paving system. Lower maintenance costs. StreetPrint is the ........ superior paving solution. By combining the ........ -~'sftength.i>f cement with the flexibility of .... -------- aSPhal~f:th acrylic polymer ~'_ technology, StreetPrint cmli ..-............ d:;~oble -free decorative paving syste '.~ on the market. ATTACHMENT NO. 4 9.$. 2000 McCulloch Road Traffic Calming 1 1 ,c, 1 1 • THE EV LUTI N TM � r a I Station � ... ,„,.. .,... .. X22 T E H N L . ........ .. ... .. .,!,,,k.,„ :.,, ,, ., IA 7 . ` ^' S .a ' # a.� '�+ r.w .w-vyi ta � , . -. F"sar ^', ., ' .... _ . _ a a -, .. , . , ..,.. . III k h. \ O6'424Z ,'C.. - . t P,.Y;. , , ■ � s !� q „ - Y �, D "I - ' 4 .'1 ► ! »(. 'F}s#f' =� • ' • sit . k rTili 1 . v I _---- -. ' -711:441f1 c y 1 hill ®®iiwr : • r- M11111111111 = 11111111E11111177 The most cost - effective - decorative paving. Budgets are paramount. Capital and maintenance costs must be manageable. Yet, you need a decorative paving solution that will make your project look good and keep its appearance - .4111" -` ` -" overtime. ,,_ — Lower capital investment, and faster installation X ve' , r : makes StreetPrint more cost - effective than any other decorative paving system. 4 " . . „,,,--- 0 , '0 .,,,1 A Lower maintenance costs. StreetPrint is the ,. f _ -1_ superior paving solution. By combining the `` - r -� strength of cement with the flexibility of asphalt through state -of- the- artacrylic polymer technology, StreetPrint delivers the most = : � durable, problem -free decorative paving system on the market. h i R �y p' 4 ' 1 • ! I 1 I • . - ,- = Ideal for all applications. With proven performance world-wide C -- — " "T 's , "+*'''� f in extreme weather conditions and heavy traffic loading, StreetPrint is ideal for: ` i i i » .'"Z-41;. '.' w * . > 1 ` :a Streets - ''� ,: .�� ��r, Afro , ,z ♦y . Traffic calming tip .' } " ' , , F � ¢ Pedestrian areas o± ; , ,, , f� Medians and boulevards l ' ,< ; Parking lots ^• i , Drivethroughs Traffic meridians Parks and playgrounds .. g ., -- Decorative accents StreetPrint produces any three-dimensional I ', - -,,, r architectural finish...from elegant slate to AX•. ' 411' , "_ ' ".` i ntricate hand -laid pavers. 1. 71 i It " 1 r, , .mod. m _.y >:m i t • 1 I 1 4. I M17 11 ,* k Applications multiply y your imagination! tl kk • , v `i P A V E M E N T • T E X T U R I N G G