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08 / 22 / 2006 13 : 23 7725694317 COATTY PAGE 08 <br /> COST ESTIMATE FOR THE ENCLAVE SUBDIVISION <br /> REMAINING REQUIRED IMPROVEMENTS • BONDING AMOUNT <br /> FINAL PUT BONDING 8116!2008 <br /> UNIT QUANTITY UNIT PRICE TOTAL % COMPLETE AMOUNT REMAINING <br /> Pawing and Stlework <br /> 2 <br /> $ <br /> 0 45 <br /> e' Compacted Subgnde LF 4510 $2.95 $13.304. 50 90% $ 11 ,974.05 .33 <br /> 3' Ca4ulns Saes LF 3360 $7.25 $24.360. 00 90% $21 ,824.00 52.430600 <br /> DO <br /> / .5' Types. 1 Asphalt Primed LF 3,380 $7,25 $24,380. 00 90% $21 ,924.00 32,436.00 <br /> Modified Miami Curb LF 2,160 39.23 523,813.40 9D% $21 ,432.06 $2,381 .34 <br /> Eroaion Conuol LF 3,200 $1 ,45 34.040 OD 90% $4, 176 .00 $484 .00 <br /> D Curb LF 155 $18.22 $2,524 ID 90% 82. 541 .89 $262 41 <br /> Sahli Sod for ROW SF 21580 30.41 $1 ,057.80 100% 31 ,057.80 $0.00 0)1'' <br /> Siad and Mulch ROW BY 4 .400 $037 $1 ,828.00 100% $1 ,626.00 $0.00 <br /> Striping and Bill LS 1 $697.50 $687 .50 90% $62775 $89. 75 y - 1 4 <br /> Demolition of Slructuns LS 1 $17 .900. 00 $17,900.00 100% $17,90000 $0.00 ,/lB <br /> Clearing and Grubbing Ac 10 $1710 .00 317, 100.00 100% $17 ,10000 $0.00 <br /> Retention Tact 'A' cry 11 ,213 $2. 70 $30,275 10 100% $30,275. 10 $0,00 <br /> Import Generrl F 111 Cy 24, 165 38. 15 $148.814.75 1DO% $148 ,614.75 30.00 <br /> S,dewelk and POWIM SF 3,604 $5. 10 $19,400.40 95% $15430.38 $970.02 <br /> Capped Two Artesian Wells LS 2 $2,520 DD $5.040.00 100% $5,040.00 50100 <br /> DlsCouM 1 315 473 12 (578 47] 12) 100% ($ 111 473. 121 30.00 <br /> Subtotal 5310,542 .43 3308, 172 .46 310,369.97 <br /> Drainage <br /> 12' ACP LF 120 $5000 $6,000 .00 90% $5,400 00 $600.00 <br /> 1T' CAP LF 20 $120.00 $2400 .00 90% $2 , 150 .00 $240.00 p u' <br /> 15" 14-12 HDPE LF 54 $2400 $1 .290 .00 90% $1 . 1 Be 40 $129.60 , O� <br /> 18• NA2 HDPE LF 391 $28.00 $10,946.00 90% $9,853 . 20 $1 .094 .80 <br /> 241" N.12 HDPE LF 303 $32.00 $9,596.00 90% $8,726 . 40 $259.80 <br /> ModlAed Miami InleU EA 6 $3.000.00 $13,000.00 90% $16,20D 00 31 ,800.00 � � L <br /> Type P Menhoiss EA 1 S2.5DC. 00 $2 ,50000 90% $2,250. 00 S25D.00 <br /> OuBall Structure EA 1 $3,500. DO 53,500.00 90% $3, 150.00 $350.00 <br /> Repair of 65Th Simi L9 1 32.OW. DO $2 ,000.00 SO% 31 ,BOD.00 $200.00 <br /> Subtotal 356,]40.00 350,708-00 45,834.00 <br /> Sanitary Sawer <br /> 3' PVC Sanitary Sawa LF 960 $24.00 $23,010.00 90% $20, 714.40 $2.301 80 <br /> Sanitary Sawa Manholes EA 4 $3, 100.00 312,400.00 90% $11 , 160.00 $ 1 ,240 .00 r <br /> San. Slower Services (Bingle) EA 2 3550.00 $1 ,100.00 90% $990.00 $ 110.00 �� b <br /> Sen. Semer Sarvioes 10ouble) EA 10 3800.00 $5,000.00 90% $5.400.00 $500 DO {� <br /> TV Inspection L9 1 $2,00. 00 $2.000.00 90% 51 ,800.00 9200.00 IIL <br /> Restoration of 65th Sinal LS 1 $1 .700.00 31 ,70000 90% 51 ,530.OD $170.00 <br /> Lillstagan L9 t 392,O00.W $92,000.00 90% $82800 .00 $9,200.00 <br /> Conaeb Slab far Lel Station LS 1 S9 099.00 39,09900 90% $0. 108 . 10 $909.90 <br /> 4' Force Main HDPE LF 520 $28.00 $ 14,560.00 90% 313, 104 .00 $1 .456.00 <br /> 8Furse Main • PVC LF 33D 333.00 SID,890.00 90% $9,801 .00 $1 ,000.00 <br /> Subtotal $172.70S .00 $ 155,486. 50 $17,276.50 <br /> Wolof Main <br /> Water Somices (Double) EA 10 5775.00 $7,750.00 90% $6,975. 00 $775,00 <br /> Water Serviess (single) EA 2 $35000 3700.00 90% $830.00 $70.00 o �1oe <br /> 5' 0.900 LF 330 $40.00 313,200.00 00% $I 1 .33D.00 31 .320.DD f <br /> 6' C4= LF 973 317.00 $18,541.00 90% $14.086.90 $ 1 ,054 . 10 <br /> Fin Hydrant Auem. EA 2 $3,300.00 $0.300 .00 90% 55,94O. DO <br /> SGS$250.00 <br /> Connloctlen to Eltlfting Main EA 1 32, 500.00 32,500.0000 SO% 52,250. 5250.00 <br /> Go Gate Valve & Bot EA 2 5600,00 $1 ,00000 90% $1 , 440. 00 5180 .00 <br /> a' Gab Valva a Bur EA 2 $1 , 100.00 $2.20000 90% $1 ,980.00 $220.00 <br /> BIowO6 Assembly EA 2 $450.00 3800.00 90% $810. 00 300,00 <br /> 5' Plug EA 1 5300.00 5]00.00 90% 3270.01) $3000 <br /> Lift Station Service EA 1 $1 ,500.00 $1 .50090 90% 31 .30090 5150.00 <br /> Subtotal 553,791 .00 $45,411 ,90 45 ,379. 10 <br /> Page 21of 3 <br />