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REM-N.3
<br /> SCHEDULED VALUE 11111.OBAPPLILATKIN THIS PERIOD TOTAL COMPLETED % MATERIA- BALANCE TO FIM6H
<br /> u.. uM Prb auANmv
<br /> ROADWAY IMPROVEMENTS
<br /> ROADWAY MATERIALS
<br /> 101-1 MOBILIZATION 1 LS 1%0 ODD n0 170,000 DD 1.00 170,000.00 1900 170,000.00 100.00% 0.00 0900 0.00
<br /> 102-1 MAINTENANCE OF TRAFFIC 1 LS 36 15n 00 3`"'0 1.00 38,650.00 100 36,650.00 100.00% 0.00 0.00 0.00
<br /> TEMPORARY PAVEMENT FOR MOT(ESTIMATED 49 31 00 1.00 49,315.00 1.00 49,315.DO 100.00% 0.00 0.00 0.DO
<br /> 102-1A 3371$ 1 LS 193 1500
<br /> 104-1 EROSION 6 WATER POLLUTION CONTROL 1 LS 21 00,1 00 1 000 On 1.00 26,000.00 1.00 26,000.00 100.00% 0.00 O.DO 0.00
<br /> 108-1 AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 12 OO)(In 3?non on 100 32,000.00 1.00 32,000.00 100.00% 0.00 0.00 0 W
<br /> 108.2 SURVEY CONTROL INSTALL/RE-ESTABLISH 1 LS 5"D oo 2 501 OO 1.00 2'500'00 1.00 2.500.00 100.00% ODO 0.00 0.00
<br /> AERIAL PHOTOGRAPHY(4 PANELSIFLIGHT EVERY 30
<br /> 31JDAYS DURING PROJECT) 1 LS ,,n,,, 1.500 On 1.00 1,500.00 1.00 1,500.00 100.00% 000 0.00 OOD
<br /> 1108-0 N.P.D.E.S.PERMITTING 1 LS 1 Dan O0 Loon 00 1.00 1,000.00 1.00 1,000.00 100.00% 0.DO 0.00 0.00
<br /> 1D9-71 FIELD OFFICE 1 LS 14?In 00 14 9`000 1.00 14,950.00 1.00 14,950.00 100.00% 0.00 0.D0 0.00
<br /> 110-1-1 CLEARING b GRUBBING 1 LS 10,7rn On 10 21,o OO 1.00 10,260.00 1.00 10,260.00 100.00% 0.00 0.00 0.00
<br /> 120-1 EXCAVATION REGULAR 13.596 CY "on 192 on 14,741.00 29,482.00 14,741.00 29,482.00 108.42% 0900 .1,14500 -2.290.00
<br /> 1204 EXCAVATION SUBSOIL 2,225 CY 00 4»1D 1(1 3.110.00 6,220.00 3,110.00 6,220.00 139.78% 0.00 -885.00 -1,770.00
<br /> 1208-7 EMBANKMENT 43,638 CY - 27'•r'nq eq 45.164.00 233,497.88 45,164.00 233,497.88 103.50% 0900 -1.526 DO -7,889.42
<br /> SPECIAL FILL MIX TO ACHIEVE PERMEABILITY RATE 17 C,11 07 7,596.00 47,626.92 7,596.00 47,626.92 100.00% 0900 0.00 0.00
<br /> 1208-2 OF tO/DA 7.596 CV
<br /> 760-4-1 TYPE a STABILIZATION-12'SUBGRADE LBR 40 57,774 SV 1 104 5n 52,400.64 91,701.12 52,400.64 91.701.12 97,45% 0.00 1,373.36 2,403.30
<br /> 1285-706 8.OPTIONALBASE GROUPS TWO LIFTS 46,701 SY Pa= 41330395 45,405.70 401840.45 45,405.70 401,64045 97.23% 0900 1,295.30 11.46341
<br /> 327-70-1 MILLING EXISTING ASPHALT PAVEMENT 1" 5.074 SY 110 `r•P14O� 6,645.00 7,309.50 6,645.00 7,309.50 130.96% 0.00 -1,571.00 -1,728.10
<br /> SUPERPAVE ASPHALTIC CONCRETE(TRAFFIC C)(SP- 3•.e I'D Oji 45.378.70 353,938.26 45,376.70 353,938.26 97 D8% 0 D 1,37330 10,711.74
<br /> 334-1-13A 125)(1.5') 46,750 SY 7qn
<br /> SUPERPAVE ASPHALTIC CONCRETE(TRAFFIC C)(SP- �91
<br /> 334-1-130 9.51" 54,283 SY 525 55,054.00 293,233.50 55,854.00 293,237.50 102.89% 0.00 -1,57100 -6,247.75
<br /> 339-1 MISCELLANEOUS ASPHALT UNDER GUARDRAIL 45 TN 1q,, 8100 45.00 81.00 45.00 81.00 100.00% 0.00 0.00 0.00
<br /> 400.1-11 CLASS 1 CONCRETE FOR GRAVITY WALL 7 CY 110 j 4-n0 7.00 4,550.00 7.00 4,550.00 100.00% 0.00 0.00 0.00
<br /> 4251-351 CURB INLETSTRUCTURE(TYPE T-5-1 6 EA 2"q nn Ir IPA On 8.00 16,18600 6.00 16,188.00 100.00% 0.00 0.00 0.00
<br /> 4251-361 CURB INLET STRUCTURE TYPE"P8" 10 EA 2 q10 00 10.00 20,900.00 10.00 20,900.00 100.00% 0.00 0.00 0.00
<br /> P 900 00
<br /> 425.1-521 INLET DITCH BOTTOM PE"C" 15 EA 1?07 DO 19 1 n 5 n0 17'00 20,519.00 17.00 20,519.00 413.33% 0.00 -2.00 -2,41400
<br /> 4251-501 INLET STRUCTURE TYPE"H" 5 EA 2.315 nn 11 5%5 00 5.00 11,575.00 5.00 11,575.00 100.00% 0.00 0.00 0.00
<br /> 4258 VALVE BOX ADJUSTMENT 14 EA ?JDIO n,200 On 14.00 4,200.00 14.00 4,200.00 100.00% 0.00 0.00 0900
<br /> 430.174.101 ALUMINIZED CORRUGATED METAL PIPE 12" 30 LF 3000 10000 0900 0.00 0.00 0.00 0.00% 0.00 30.00 900.00
<br /> 430-174-1018 ALUMINIZED CORRUGATED METAL PIPE 18" 80 LF 4-" 3 404 qO 100.00 4,256.DO 100.00 4,256.00 125.00% 0.00 -20.00 -851.20
<br /> 430.174-101C ALUMINIZED CORRUGATED METAL PPE 24' 74 LF 51 On 3.7%4 C2 74'00 3,774.00 74.00 3,774.00 100.00% 0.00 0.00 0.00
<br /> 430-175-101 CONCRETE PIPE CULVERT CLASS III 18' 2,705 LF 25 r0 q;5,.�i.�n 2,833.00 70,025.00 2,83300 70,825.00 104.73% 0.DO -128.00 -3,200.00
<br /> 430-175-1018 CONCRETE PIPE CULVERT CLASS 111 24' 314 LF 4n nn 12 113x.0i1 314'00 12'550'00 31400 12.560.00 100.00% 0.00 0.00 0.00
<br /> 433-175-101C CONCRETE PIPE CULVERT CLASS III 14"43" 100 LF 15 D, 100'00 3.795.00 100.00 3,795.00 100.00% 0.00 000 0.00
<br /> 440-1-20 UNDERDRAIN 6-PVC TYPE-2 1,862 LF 1 2.1+"1 IU 1.87700 24,964.10 1,677.00 249964.10 100.61% 0.00 -15.00 -199.50
<br /> c...n..o...o......oe�..v�..n.r.ae.o+a 1.w.,1a.
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