?.ease Rr..; 10 Champlen Ccn'n_Cng of C:entrz; Flnrya 3ubcontractoes Request For Payment
<br /> 9066 ECherralob � 2314EMS Rd, Sun.and Orr ,nsnv. Inc.
<br /> W. Alelbourne, FL 52804 oComer: e 1 p Per Bess rI.%Wva
<br /> } 321 -757-0 SCSWest Pe '-psi Beach, Ficnr!a Per. Erd at �, Gt
<br /> Frc; ecT D•arrord Labs
<br /> Vero Beach, FL APP L
<br /> INVOICE # 214-8
<br /> CONT gLA17TITIES A1,IOUNT S) ti COMP.
<br /> job CGDE �7E �J, CJAVTr1 WIT UKITFRICE TOTALA\IGurJ7 F?EV• CUS CU4F e't J TOTAL PR =VIOLS CL1r7RErrr TO OA
<br /> •
<br /> 'E TO DATE
<br /> DLAPAOND LAKES PH, TWO
<br /> Ailsceflaneouc
<br /> l.tcb zalm 3 Supendslon 1 LS :9, 95G,CO 20.850,00
<br /> Su,,Nwpng 8 Asbullts 1 LS : 909[0 CO is, 900 C 7
<br /> 5031000.20001-02-8950 sub-total $ 40,760,00
<br /> Earthwork 8 Grading
<br /> Roed+ray Gradra After Lh•_:les 51330 SY 1 . 45 7,81550
<br /> Ros9way R-O-W Grading 31701 LF 7 .35 5,077.35
<br /> $ 12 892.65
<br /> I 605.1000-200 01 ,0241 Stam Draln Subtotal
<br /> Type 9 Q rb Ket (4' Da) 6 EA 2,2X40.00
<br /> 1B ,CO3.00
<br /> Stcvm Mermole 2 EA ZCG3.00 4803.00
<br /> 15" RCP 66 LF 24.65 243c" 8, 40
<br /> 15" ADS 620 LF 72.50 15,00.00
<br /> to" ACS EO LF 2700 laC23 00
<br /> 505-1000.200 01 .42-6200 Sub4ow $411288A0
<br /> Non - Dev Agraemenl
<br /> 3anlUr/ Sevier
<br /> r" CIe Sewer 61anh e 4 EA 2,515 00 1 t ,E63 00
<br /> 8" PVC Sewer (01-61 128 •L= 15, 70 11978. 20
<br /> 6" PVC Sewer (6'B) 512 lF 1795 9, 193.40
<br /> 8•' PVC 8awef (8'• 10') 413 LF 20. 15 B,f64. 50
<br /> W PVC Sewer (10'•17) 270 LF 2575 6,952.50
<br /> Single SratrLaleral 3 EA 425. 00 : ,775. 00
<br /> CouS:a Sewn Latera: 5- 4 EA 450.00 66440. 00
<br /> Crcp Crnnectlon to Eaetng Mar 1 EA 600.0c X00.00
<br /> TV Camera InspocCcn 1 LS 1 ,680.00 1 .X30 00
<br /> 605.1000.200 Ot -02.6110 Sub4otat 5481840, 60
<br /> Potable Water
<br /> Connect To Ews:ing V%'Cer 1 LS 11065.00 1 ,[35.00
<br /> 6" FVCV1slar hia;n a "inga 11550 LF 16. 80 25,206,00
<br /> 5" PVC Water Ma -I G F4:Ings 430 LF 14.60 6,27900
<br /> Fire Hydrant 1 EA 31140.CO 3, 140.00
<br /> 8" Gz:e Vake %` 2 EA 11004[0 20070.00
<br /> E" G_Js Va1•a 1 EA -57540 675.00
<br /> S:n21e Sem:: , 10 EA 45:.0•? 4,550 00
<br /> Coukeservim 21 EA 676.0•: - a Ca
<br /> 505-1 (100.20001 -02.6400 Subtotal SE8rf91 ,001
<br /> Concretr Curbing
<br /> 24" Alai Y .as, Culb 307X ) LF $C3 + r ' 331
<br /> SOS -1000-200 01 .02-4100 Subtotal $30, D68,00 :
<br /> Roadway
<br /> 6" S:SN'ted SuOyrade 6,3 _0 SY '. .50 2,024.001 i
<br /> 6" CcqufnaBase 4,535 SY 55- 5 Y,eJ8.751 1
<br /> Frime 40343 SY C•.4.5 +. ,53 :0
<br /> 1 1,74 S-1 AspEe:t <340 Sy 5.65 24521 .CZ; j
<br /> S71Frr.; it Sr;rs 1 LS 11550.00 1 + .: 53 3J
<br /> 606 .100[ -200 01 •[,2-0100 S1:b•totai $80, 465.751
<br /> O ra svfnq
<br /> cam`„aScd 3104; C4 :kart! CuS.EEJ SF
<br /> 505-1000-20901 -027015 SUbWbI S860.501•
<br /> TOTAL PFA SE 2i 521#3, 686. 10 ''
<br /> I
<br /> 10
<br />
|