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SUBCONTRACTOR 'S PAYMENT REQUEST
<br /> APPLICATION NO: 4
<br /> RE : UCP #2952, WIP #47123536-044699-07522 CONTRACTOR: DERRICO CONSTRUCTION CORPORATION APPLICATION DATE: 3116/2009
<br /> IRC - US1 from The South Relief Canal to 1500 Post Office Box 361177 PERIOD FROM: 2/112009
<br /> Feet South of 9th Street SE (Oslo FI Melbourne, FL 32936-1177 PERIOD TO: 3/1612009
<br /> FII I
<br /> Corllf3tl Oorrtract Prav:ous GurrerN Quant Previous Cuhanf ToiBfs 'Sa)ance
<br /> #?es.¢f1 roD tlntu . Urt #;i!tice To1at .rQtN* Quan[ Ta Date Tout Tofal TdEi.ae fo5nish
<br /> 63 Mobilization Demobilization , MOT 1 7 % 7,269. 50 7 ,269.50 1 01 1 7 .269.50 0001 7 , 269
<br />. 50 0 . 00
<br /> 06h 665+9.5.91 - 20" Water Main Install PE in Open Cut Trench 0 LF 110.00 0 .00 0 0 01 0 .00 0 .
<br />00 0.00 0 . 00 '
<br /> 7 Fittings 0 Tons 1 ,665.00 0.00 0 0 0 0 .00 0 . 00 0. 00 0 . 00
<br /> 1 Do Remove and Dispose of Pie 18" through 20" 0 LF 27 .00 0-00 0 0 0 0 .00 0.00 0. 00
<br /> 0. 00
<br /> 15i Install and Remove Line Stop on 20" WM . includes Restratninq Exist 1 EA 18,000.00 18 000.00 0 1 1 0.00
<br /> 18,000. 00 18,000.00 0 . 00
<br /> 18h Install 20" NRS GV & B 0 EA 900 .00 0.00 0 0 0 0.00 0 .00 0 . 00 0 . 00
<br /> 06q 661 + 13.61 IF 1B" Force Main Install 20" HDPE in Open -Cut Trench 80 LF 105.00 81400.00 80 0 80 8
<br /> 400 .00 0 . 00 8,400. 00 O.OD
<br /> 661 + 13. 61 IF 18" Force Main Install 20" HDPE in Open-Cut Trench 80 LF 70.00 57600 .00 80 0 80 51600.00 0.
<br />00 51600.00 0,00
<br /> 661 + 13.61 - 18" Force Main Install 20" HDPE in Open -Cut Trench 220 LF 175.00 38,500.00 220 0 220 38 ,500 00 0.
<br />00 38,500.00 0 . 00
<br /> 7 Fittings 1 Tons 1 ,665.00 1 ,665.00 1 1 0 1 11665. 00 0.00 1 ,665 .00 0 . 00
<br /> tOd Remove and Dispose of Pie 18' through 20" 80 LF 27.00 2 , 160.00 80 0 BO 2 , 160 .00 0.00
<br /> 2116000 0 .00
<br /> 15h Install and Remove Line Stopon 18" FM, includes Restrainin Exist 1 EA 16,375.00 16,375.00 1 0 1 16t375,00 0.
<br />00 16,375. 00 0.00
<br /> 18h Install 20" NRS GV & B 2 FA 900.00 11800.00 2 0 2 1180000 0 . 00 1 ,800.00 0.
<br />00
<br /> 86 16" Restraints 4 EA 650.00 2 600.00 4 0 4 2 ,600.00 0.00 2 600.00 0. 00
<br /> 291 16" DR- 18 Pie 112 LF 26. 00 2F91 2,00 112 0 112 2 ,912.00 0.00 2 ,912. 00 0.00
<br /> 12 Thrust Block 3 CY 300.00 900.00 3 0 3 900-00 0.00 900. 00 0. 00
<br /> Concrete for Thrust Block 1 LS 410 .36 410.36 1 0 1 410. 36 0 .00 410 .36 0 D
<br /> 14 d 18" x 15" Saddle & Ta Valve 1 EA 1 ,300.00 11300.00 1 0 1 11300.00 0 .00 1
<br /> 300.00 0. 00
<br /> 14e 16" x 16" Saddle & Ta Valve 1 FA 1 ,300.00 1 ,300.00 1 0 1 1 ,300. 00 0.00 1
<br />,300.00 0. 00
<br /> 61a Well Point Each Teir Depth 1 LS 1 300 .00 1 ,300. 00 0 7 300 . 00 0, 00 1 ,300.00
<br /> 0 .00
<br /> 61b Add Points for Ion er area 30 EA 2000. 600.00 30 0 30 600 .00 0.00 600 .00
<br /> 0 . 00
<br /> IF
<br /> 60 Density Tesl and Proctor 16 EA 150.00 2 400-00 6 10 1 ( 900.00 1 ,500 .00 20400.00
<br /> 0.00
<br /> 58 Load & Haul Debris to Landfill 25 Ton 50. 00 1 ,250.00 25 0 25 11250,00 0 .00
<br /> 1 ,250.00 0 . 00
<br /> 22 Potholes 32 EA 220. 00 71040.00 32 0 32 71040+00 0.00 77040,00 000
<br /> 45b Install 2" Air Release Valve and Manhole Structure on Water Main 0 FA 450.00 0.00 0 0 0 0.00 0 .00 0
<br />00 0 . 00
<br /> 45d Install 4" Air Release Valve and Manhole Structure on Sewer Main 1 FA 550.00 550.00 1 0 1 550.00 0.
<br />00 550 .00 0. 00
<br /> 48a Saw Cut, Remove ad Dispose of Asphalt 20 TON 25.00 500.00 0 20 20 0. 00 500.00 500.00 0
<br />, 00
<br /> 48c Install Asphaltic Cement-Type 5-3 AC IF 200 Tons or under 20 TON 150.00 39000.00 0 20 20 0.00
<br /> 3,000. 00 3,000.00 0. 00
<br /> Asphalt Materials 20 TON 316.67 69333.40 0 20 20 0.00 6,333.40 61333, 40 0
<br />.00
<br /> 51a Install Asphaltic Concrete - Plowable Fill 4 SY 700.00 400.00 0 4 4 0. 00 400 .00 400 .00
<br /> 0 .00
<br /> Concrete Materials 1 LS 406.61 406.611 0 1 1 0 . 00 406.61 406. 61 0 .00
<br /> Subtotal Sewer System Labor 115,062 .36
<br /> Subtotal Sewer System Labor Mob. , Demob. MOT 122,331 .86
<br /> IRCDUS Contin enc Account 1 Alow 10% 12 ,233. 19
<br /> TOTAL PROJECT 102,831 .86 30 140 .01 132 971 . 87 0 . 00
<br /> VALUE OF COMPLETED WORK 132,971 .87
<br /> Mate❑als Stored. MATERIALS STORED 0.00
<br /> TOTAL COMP & MAILS STORED 132 ,971 87
<br /> LESS RETAINAGE Ccii 0%
<br /> NET WORK TO DATE 1320971 57
<br /> LESS BILLED ON PREVIOUS EST 92 548.67
<br /> NET EARNED THIS ESTIMATE 40 423.20
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