PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 09/23/06 EST. NO.37 TIME 06:40 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 1005 236.75 E.W. @ F.A.(+) 071306 Y 3885.0 1006 209.08 071306 Y 3886.0 1049 254.35 072506 Y 4003.0 1055 1,148.15 073106 Y 4039.0 1060 617.26 081006 Y 4086.0 1061 434.08 081106 Y 4087.0 1062 296.95 080906 Y 4088.0 1063 294.15 080806 Y 4089.0 1064 437.84 080806 Y 4090.0 1065 271.96 080706 Y 4091.0 1066 278.62 080806 Y 4074.0 1067 1,194.05 080806 Y 4075.0 1071 110.93 050905 Y 4112.0 1075 90.97 050605 Y 4116.0 1076 37.17 050205 Y 4118.0 1080 207.24 050905 Y 4124.0 1081 262.17 042706 Y 4130.0 1082 356.39 081806 Y 4132.0 1083 351.37 081806 Y 4142.0 1084 187.29 081706 Y 4143.0 1088 682.39 081606 Y 4148.0 1090 202.68 042506 Y 3303.1 1091 318.80 061306 Y 3587.1 1092 521.70 082406 Y 4187.0 1093 152.73 082406 Y 4188.0 1094 85.83 082406 Y 4189.0 1095 254.56 082506 Y 4190.0 1096 268.67 082306 Y 4191.0 1099 304.79 082106 Y 4194.0 1100 1,395.80 082406 Y 4199.0 1101 152.73 082506 Y 4202.0 1102 695.06 090106 Y 4214.0 1103 695.06 083106 Y 4215.0 1104 695.06 083006 Y 4216.0 1105 695.06 082906 Y 4217.0 1106 695.06 082806 Y 4218.0 1107 56.08 082806 Y 4219.0 1108 535.39 082806 Y 4220.0 1109 346.91 090806 Y 4242.0 1110 695.06 090806 Y 4243.0 1111 280.02 090706 Y 4244.0 1112 695.06 090706 Y 4245.0 1113 479.89 090606 Y 4246.0 1114 695.06 090606 Y 4247.0 1115 695.06 090506 Y 4248.0 1116 196.13 090506 Y 4249.0 1117 101.81 090806 Y 4257.0 003 0016 2,838.13 E.W. @ F.A.(+) 072706 Y 4128.0 006 0517 90.07 E.W. @ F.A.(+) 072606 Y 3992.0 0521 237.02 080806 Y 4076.0 0522 165.17 080906 Y 4077.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/23/06 EST. NO.37 TIME 06:40 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0523 60.53 051506 Y 3436.1 0524 547.00 051705 Y 4092.0 0525 129.15 050605 Y 4117.0 0526 264.34 100505 Y 2173.1 0527 106.50 081706 Y 4134.0 0528 238.45 081606 Y 4135.0 0529 101.82 082206 Y 4185.0 0530 104.63 082106 Y 4186.0 0531 940.47 082106 Y 4200.0 0532 53.26 083106 Y 4208.0 0533 82.61 081506 Y 4227.0 0534 233.86 090806 Y 4230.0 011 0121 652.40 E.W. @ F.A.(+) 081106 Y 4099.0 0122 739.60 080406 Y 4104.0 0123 668.00 081806 Y 4127.0 0124 667.20 082506 Y 4204.0 0125 529.20 090106 Y 4226.0 0126 430.40 090806 Y 4234.0 013 0093 1,036.71 E.W. @ F.A.(+) 041906 N 3408 0 0094 245.82 072806 Y 3989.0 0095 245.82 072606 Y 3990.0 0098 245.82 080406 Y 4051.0 0103 245.82 082306 Y 4183.0 0104 245.82 082106 Y 4184.0 0105 245.82 090506 Y 4237.0 0106 147.49 090606 Y 4238.0 0107 245.82 090106 Y 4239.0 0108 245.82 082806 Y 4240.0 0109 245.82 082506 Y 4241.0 014 0155 422.61 E.W. @ F.A.(+) 071006 N 4023.0 0156 924.72 071806 N 4024.0 0157 345.81 080306 Y 4038.0 019 0034 57.50 E.W. @ F.A.(+) 080106 Y 4098.0 0035 57.50 090106 Y 4225.0 022 0099 1,572.78 E.W. @ F.A.(+) 071806 Y 3904.0 0102 317.81 020405 Y 4120.0 0103 117.75 090606 Y 4236.0 025 0038 69.78 E.W. @ F.A.(+) 060805 Y 1385.1 027 0132 684.75 E.W. @ F.A.(+) 071906 Y 3910.1 0133 1,238.39 110105 Y 4101.0 0134 738.85 103105 Y 4102.0 0135 466.00 102805 Y 4103.0 0136 363.32 111004 Y 4125.0 031 0139 403.25 E.W. @ F.A.(+) 052406 Y 3471.0 0140 431.11 052306 Y 3472.0 0141 477.21 052306 Y 3473.0 0145 349.93 051706 Y 3546.0 0146 375.92 051506 Y 3547.0 0147 337.69 060506 Y 3572.0 0148 583.77 061506 Y 3579.0 0149 482.01 061406 Y 3580.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 09/23/06 EST. NO.37 TIME 06:40 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0169 559.68 081106 Y 4180.0 0170 503.39 081006 Y 4181.0 0171 589.39 080706 Y 4182.0 0172 448.33 082106 Y 4195.0 0173 741.20 082206 Y 4196.0 0174 442.34 082206 Y 4197.0 0175 152.44 082106 Y 4198.0 0176 332.45 082906 Y 4207.0 0177 656.31 083006 Y 4209.0 0178 591.77 083106 Y 4210.0 034 0053 258.04 E.W. @ F.A.(+) 061906 Y 3646.1 035 0012 190.09 E.W. @ F.A.(+) 120505 Y 4022.0 0013 345.15 080106 Y 4026.0 0014 202.93 080906 Y 4082.0 0015 230.28 082106 Y 4224.0 036 0016 15,896.55 E.W. @ F.A.(+) 101305 N 2450 0 037 0047 868.96 E.W. @ F.A.(+) 082506 Y 4201.0 0048 1,935.93 082806 Y 4213.0 046 0302 801.38 E.W. @ F.A.(+) 062306 Y 3800.0 0326 532.70 072406 Y 3986.0 0329 1,037.18 073106 Y 4036.0 0331 1,074.81 080206 Y 4045.0 0333 1,199.28 080106 Y 4047.0 0334 1,077.15 080106 Y 4048.0 0336 522.02 081106 Y 4083.0 0337 190.49 080906 Y 4084.0 0338 706.70 021006 Y 2810.1 0339 177.25 051706 Y 3432.1 0340 461.55 022706 Y 3645.1 0341 91.30 063006 Y 3768.1 0342 247.57 013006 Y 2690.1 0343 300.72 081406 Y 4133.0 0344 446.56 051806 Y 3420.1 0345 1,330.26 082506 Y 4178.0 0346 465.48 082506 Y 4179.0 0347 2,125.94 082206 Y 4203.0 0348 200.72 082906 Y 4212.0 053 0002 47,697.77 E.W. @ U.P (+) 091106 N 0002 0 077 0003 13,447.31 A.C. @ U.P.(+) 091206 N 0003 0 079 0085 101.81 E.W. @ F.A.(+) 090606 Y 4259.0 082 0109 289.17 E.W. @ F.A.(+) 080706 Y 4081.0 0110 1,197.18 081606 Y 4136.0 0111 1,579.77 081406 Y 4137.0 0112 955.81 082506 Y 4173.0 0113 366.82 081806 Y 4174.0 0114 1,610.65 081706 Y 4175.0 0115 831.16 081606 Y 4176.0 0116 269.79 081506 Y 4177.0 0117 1,522.35 082206 Y 4222.0 0118 547.17 080406 Y 4223.0 0119 274.98 082106 Y 4206.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 09/23/06 EST. NO.37 TIME 06:40 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 0121 889.86 090706 Y 4251.0 094 0106 5,016.80 A.C. @ F.A.(+) 101205 Y 2159.1 0113 2,006.72 101305 Y 2250.1 095 0006 24,496.50 A.C. @ L.S.(+) 092006 N 6 0 0007 8,622.80 092006 N 7 0 0008 38,873.75 092006 N 0008 0 117 0001 4,097.27 E.W. @ F.A.(+) 041505 Y 4119.0 122 0012 134.06 E.W. @ F.A.(+) 072406 Y 3984.0 162 0010 1,094.87 E.W. @ F.A.(+) 072906 Y 4094.0 0011 2,583.86 072806 Y 4095.0 0012 637.03 073106 Y 4096.0 0013 2,185.57 071806 Y 4105.0 0014 254.35 080106 Y 4108.0 176 0005 985,247.36 A.C. @ U.P.(+) 091806 N 0005 0 0006 71,831.76 E.W. @ U.P (+) 091806 N 0006 0 0007 350,068.66 A.C. @ L.S.(+) 091806 N 0007 0 0008 98,197.03 E.W. @ L.S.(+) 091806 N 0008 0 196 0002 1,901.29 E.W. @ F.A.(+) 080106 Y 4106.0 0003 152.61 080106 Y 4107.0 200 0021 1,198.19 E.W. @ F.A.(+) 090606 Y 4235.0 0022 1,042.68 090706 Y 4250.0 0023 401.47 090106 Y 4256.0 202 0011 2,571.16 E.W. @ F.A.(+) 051006 Y 3835.1 205 0001 4,999.69 E.W. @ F.A.(+) 070706 Y 4093.0 0002 702.65 070706 Y 4109.0 0003 819.24 071106 Y 4110.0 0004 1,020.38 070606 Y 4111.0 207 0005 571.26 E.W. @ U.P (+) 091806 N 5 0 213 0001 2,887.00 A.C. @ L.S.(+) 091206 N 0001 0 219 0001 1,055.27 E.W. @ F.A.(+) 050406 Y 4231.0 0002 485.41 030706 Y 4232.0 0003 1,256.92 030306 Y 4233.0 227 0002 274.46 E.W. @ F.A.(+) 050306 Y 3844.0 0003 1,964.02 060206 Y 3845.0 0004 717.72 061606 Y 3796.0 0005 732.92 061906 Y 3804.0 0010 559.52 060906 Y 3847.0 0011 843.33 061606 Y 3848.0 234 0005 682.55 E.W. @ F.A.(+) 082406 Y 4221.0 0006 1,238.59 082306 Y 4205.0 240 0010 2,192.08 E.W. @ F.A.(+) 060906 Y 4097.0 242 0001 1,531.03 E.W. @ F.A.(+) 070606 Y 3838.0 0003 1,531.03 070506 Y 3841.0 0022 1,303.47 063006 Y 3975.0 0028 683.82 062706 Y 4016.0 0030 1,410.35 062906 Y 4018.0 0032 304.14 070706 Y 3842.1 246 0003 6,643.92 E.W. @ F.A.(+) 071906 Y 3916.0 248 0019 815.20 E.W. @ F.A.(+) 062706 Y 3732 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 5 DATE 09/23/06 EST. NO.37 TIME 06:40 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 1,793,321.72 TOTAL THIS ESTIMATE 20,001,714.78 TOTAL PREVIOUS ESTIMATE 21,795,036.50 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 09/23/06 EST. NO.37 TIME 06:40 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED GRADATION -309.60 03 CONC NON-COMPLIANCE -28,270.36 04 CIDH PILES FOR BENTS -30,000.00 05 BENT 2 & 11 CONCRETE -17,221.99 06 BENT 9 CIDH CONCRETE -2,369.60 06 CONC. NON-COMPLIANCE 28,270.36 06 AC @ RIVERCREST -4,518.53 07 BENT 10 & 11 @ NWC C -40,672.42 07 BENT 2 @ CCD CONCRET -16,024.45 07 BENT 10 & 11 NWC C 40,672.42 08 BENT 10 PILE -24,309.56 08 BENT 11 @ NWC -16,362.86 08 BENT 11 ANOMALY PE 5 25,000.00 08 BENT 2 @ CCD CONCRET 16,024.45 08 BENT 12 ANOMALY -5,175.60 09 BENT 7 NW CONN CIDH -4,656.00 10 BENT 8 NW CONN CIDH -10,658.00 10 BENT 4 CIDH ANOMALIE -35,943.69 11 FAILED AGGREGATES -941.04 11 MISSING CONC CERTS -35,234.00 11 BENT 15 NWC CIDH ANO -16,578.80 12 BENT 17 NWC FAIL AG -1,152.00 12 BENT #16 NWC CIDH AN -53,724.07 14 BENT 17 NWC OF AGGRE -769.04 16 BENT 25 NWC OF AGGRE -1,879.20 16 MISSING CONC CERTS 35,234.00 16 SWPPP VIOLATION -1,255,718.19 16 SWPPP VIOLATION 1,255,718.19 17 CONC. ROCK POCKETS -40,120.00 18 PCCP AG-OUT OF COMP. -390.54 20 SHOTCRETE -89,250.00 20 CONC @ RW 47D -220.18 21 ROCK POCK RW 215-21A -6,083.55 21 SHOTCRETE 89,250.00 21 CIDH BENT 24 NW CONN -13,938.97 22 NWC, FR-2 - MTL SPEC -1,800.00 23 NWC, FR-3 - MTL SPEC -1,649.00 23 B10 CIDH SE CONNECTR -8,056.00 24 FAILED PCCP -44,244.90 24 LCB/PCCP NON-COMPL. -4,345.98 24 OVERDUE MISSION CLOS -20,800.00 24 CONC FOR MSE PANELS -1,328.37 27 ABUT 28 FTG NWC -208.80 28 ROCK POCK RW215-219 340.00 28 ROCK POCK RW215-219 39,780.00 29 CPM SCHEDULE -900,000.00 31 LATE OPENING OF CLOS -5,200.00 31 NW & SE CONN -19,209.48 31 RW215-201, REJECTED -41,480.00 31 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/23/06 EST. NO.37 TIME 06:40 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- CPM SCHEDULE 900,000.00 32 NWC BACK TO SPECS 3,657.80 32 SWC CIDH PILES 8,056.00 32 RW215-201 RETURN 41,480.00 34 OVERDUE MISSION CLOS 20,800.00 35 LCB AGG-OUT OF COML -892.09 36 TIE-BAR MISALIGN -24,709.50 36 PCCP-DEF. THICKNESS -24,504.24 37 PCCP-THICKNESS MEAS -6,797.76 37 SALVAGED MAT -14,542.48 37 -45,844.48 -367,977.62 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 MISSING PAYROLL -10,000.00 03 MISSING DOCUMENTS 10,000.00 06 MISSING PAYROLL 10,000.00 06 MISSING DOCUMENTS -5,000.00 12 MISSING DOCUMENTS -5,000.00 16 MISSING DOCUMENTS 10,000.00 22 MISSING DOCUMENTS -10,000.00 23 MISSING PAYROLLS -10,000.00 24 RELEASE LCV 10,000.00 34 0.00 -10,000.00 TOTAL DEDUCTIONS -45,844.48 -377,977.62 PROGRAM CAS145 PAGE 1 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.381 304,800.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.800 16,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 22.000 151,800.00 590.000 4,071,000.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 243.900 6,097.50 5,848.860 146,221.50 09 TEMPORARY FENCE (TYPE ESA) M 75.0000 132,000.00 0.000 0.00 10 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 11 WATER POLLUTION CONTROL LS 500,000.0000 500,000.00 0.028 14,000.00 0.784 392,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.686 68,600.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.770 770,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 46.000 1,610.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 119.000 7,735.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 6.950 208.50 746.780 22,403.40 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 6,555.770 4,261.25 169,580.720 110,227.47 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 22.000 616.00 2,056.000 57,568.00 S) 19 FLASHING BEACON (PORTABLE) EA 1,200.0000 9,600.00 2.000 2,400.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.5000 140,700.00 997.000 3,489.50 36,565.000 127,977.50 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 6.200 37,200.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 1,311.310 31,471.44 52,074.930 1,249,798.32 S) PROGRAM CAS145 PAGE 2 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 140.0000 201,600.00 88.000 12,320.00 1,897.000 265,580.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 1,268.290 3,424.38 35,280.690 95,257.86 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 1.000 1,000.00 16.000 16,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 88.500 2,566.50 1,283.570 37,223.53 27 OBLITERATE SURFACING M2 1.3000 176,800.00 17,427.700 22,656.01 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 225.000 3,825.00 12,244.490 208,156.33 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 19.050 419.10 6,334.840 139,366.48 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 420.200 630.30 47,741.030 71,611.55 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 20,218.570 40,437.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 2,979.400 4,469.10 40,411.930 60,617.90 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 5.560 166.80 453.810 13,614.30 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 31.000 31.00 22,708.000 22,708.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 40.000 4,000.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 44.500 133,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 1,924.860 134,740.20 40 REMOVE INLET EA 540.0000 64,800.00 2.000 1,080.00 59.000 31,860.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 1.000 540.00 38.000 20,520.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 21.000 14,700.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 853.400 19,628.20 2,126.420 48,907.66 44 REMOVE CONCRETE DECK SURFACE M2 25.0000 2,125.00 0.000 0.00 45 REMOVE DELINEATOR EA 15.0000 1,500.00 0.000 0.00 46 SALVAGE FENCE (CHAIN LINK) M 20.0000 128,000.00 890.000 17,800.00 1,420.000 28,400.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 19.200 480.00 407.520 10,188.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 14.000 560.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 150.0000 25,500.00 12.000 1,800.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 49.000 12,250.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 53 MODIFY INLET EA 1,000.0000 3,000.00 2.000 2,000.00 2.000 2,000.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 1,065.300 1,704.48 25,293.570 40,469.71 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 859.590 64,469.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 105.000 3,675.00 2,193.200 76,762.00 57 PREPARE CONCRETE BRIDGE DECK SURFACE M2 40.0000 1,720.00 0.000 0.00 58 CLEAN BRIDGE DECK M2 3.0000 32,280.00 0.000 0.00 59 REMOVE CONCRETE STAIRWAY LS 1,000.0000 1,000.00 1.000 1,000.00 60 REMOVE CONCRETE (MISCELLANEOUS) M3 50.0000 58,000.00 1,979.300 98,965.00 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,690.810 53,816.20 62 CAP INLET EA 500.0000 22,500.00 11.000 5,500.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.704 457,600.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.387 38,700.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.934 93,400.00 69 BINDER (DUST PALLIATIVE) TONN 2,650.0000 132,500.00 0.000 0.00 70 ROADWAY EXCAVATION M3 12.0900 8,487,180.00 36,568.680 442,115.34 432,125.930 5,224,402.49 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 1,376.000 103,200.00 26,193.000 1,964,475.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 261.000 3,915.00 F) 74 STRUCTURE EXCAVATION (PUMPING PLANT) M3 45.0000 47,700.00 1,060.000 47,700.00 F) 75 STRUCTURE BACKFILL (PUMPING PLANT) M3 40.0000 22,400.00 544.000 21,760.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 141.300 4,239.00 80,582.000 2,417,460.00 F) PROGRAM CAS145 PAGE 4 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 1,090,000.00 438.000 21,900.00 11,095.000 554,750.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 1,357.000 47,495.00 48,585.200 1,700,482.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 -92.800 -3,248.00 181.500 6,352.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 76.630 5,364.10 527.570 36,929.90 81 DITCH EXCAVATION M3 20.0000 50,000.00 1,591.860 31,837.20 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 298.000 78,970.00 5,656.000 1,498,840.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 3,514.000 161,644.00 32,967.000 1,516,482.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 2,568.100 25.68 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.231 50,820.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 1,551.240 86,869.44 1,551.240 86,869.44 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 9.562 3,537.94 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 3,824.900 3,251.17 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 71.720 5,379.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 717.200 896.50 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 478.100 1,099.63 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 0.000 0.00 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.310 12,400.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.041 7,790.00 0.455 86,450.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 370.430 55,564.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 13.750 1,168.75 614.890 52,265.65 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 3,025.660 96,821.12 35,234.684 1,127,509.89 PROGRAM CAS145 PAGE 5 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 AGGREGATE BASE M3 40.0000 2,912,000.00 2,924.510 116,980.40 32,855.207 1,314,208.28 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 7,665.910 1,027,231.94 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 753.110 79,076.55 08 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 375.0000 4,125.00 0.000 0.00 09 ASPHALT CONCRETE (TYPE A, BOND BREAKER) TONN 75.0000 96,000.00 828.790 62,159.25 10 ASPHALT CONCRETE (TYPE B) TONN 50.0000 20,000.00 18.620 931.00 11 ASPHALT CONCRETE (TYPE A) TONN 44.5000 9,033,500.00 4,728.890 210,435.61 89,333.460 3,975,338.97 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 156.610 3,445.42 1,246.340 27,419.48 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 2,797.360 11,189.44 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 1,030.258 194,718.76 9,881.120 1,867,531.68 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 143.030 27,175.70 546.310 103,798.90 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 2,309.230 14,086.30 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 846.700 14,393.90 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 465.000 4,650.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 1,020.750 316,432.50 S) PILING 23 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 475.0000 539,125.00 1,185.800 563,255.00 S) PILING 24 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 2,440.0000 197,640.00 0.000 0.00 S) PILING 25 3.6 M CAST-IN-DRILLED-HOLE CONCRETE M 5,000.0000 5,380,000.00 1,068.550 5,342,750.00 S) PILING 26 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 1,960.0000 425,320.00 204.200 400,232.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 76.900 215,320.00 S) PILING 28 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 189,000.00 44.820 188,244.00 S) PILING 29 4.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,180.0000 825,700.00 132.440 950,919.20 S) PILING 30 FURNISH PILING (CLASS 625) M 63.0000 109,494.00 1,573.810 99,150.03 (ALTERNATIVE X) PROGRAM CAS145 PAGE 6 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 129.000 193,500.00 S) (ALTERNATIVE X) 32 FURNISH PILING (CLASS 625) M 105.0000 124,425.00 558.000 58,590.00 (ALTERNATIVE V) 33 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 1,500.0000 136,500.00 104.000 156,000.00 S) 34 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 275.0000 33,000.00 0.000 0.00 S) PILING (SOUND WALL) 35 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 110.0000 484,000.00 3,797.125 417,683.75 S) PILING (SOUND WALL) 36 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 315.0000 66,150.00 272.520 85,843.80 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.060 120,000.00 0.545 1,090,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 180.000 468,000.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 198.500 34,737.50 4,219.300 738,377.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 1,736.000 772,520.00 30,176.300 13,428,453.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 854.300 290,462.00 20,673.900 7,029,126.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 0.820 574.00 194.820 136,374.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 957.000 287,100.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 67.000 32,160.00 572.470 274,785.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 38.800 31,040.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 3.520 1,337.60 1,517.380 576,604.40 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 400.000 72,000.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 23.430 21,087.00 511.459 460,313.10 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 51.000 61,200.00 F) 51 PAVING NOTCH EXTENSION M3 8,700.0000 95,700.00 0.000 0.00 52 PLASTER FINISH M2 190.0000 15,770.00 83.000 15,770.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 39.000 2,925.00 8,367.000 627,525.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 4,865.000 413,525.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 3,989.000 299,175.00 F) 56 BEAR RELIEF TEXTURE M2 195.0000 90,675.00 465.000 90,675.00 F) 57 DRILL AND BOND DOWEL M 65.0000 39,000.00 2.100 136.50 527.300 34,274.50 PROGRAM CAS145 PAGE 7 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 202,800.00 38.000 197,600.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 33.000 217,800.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 7.000 53,900.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 78.000 109,200.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 4,098.000 532,740.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 385.000 44,275.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 2.000 11,000.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 55.000 6,875.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 145.000 25,375.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 2,706.000 3,247.20 170,253.110 204,303.73 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 141,802.000 187,178.64 6,983,795.780 9,218,610.43 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 22,868.000 33,158.60 1,790,019.000 2,595,527.55 SF) 83 BAR REINFORCING STEEL (PUMPING PLANT) KG 1.2000 35,400.00 30,218.000 36,261.60 SF) 84 SHOTCRETE M3 425.0000 808,775.00 181.000 76,925.00 1,511.000 642,175.00 F) PROGRAM CAS145 PAGE 8 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 5.500 6,600.00 58.900 70,680.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 13.400 20,100.00 53.600 80,400.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 METAL (BARRIER MOUNTED SIGN) KG 13.5000 75,870.00 0.000 0.00 97 ROADSIDE SIGN - ONE POST EA 235.0000 72,850.00 43.500 10,222.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 4.000 2,300.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 7.000 805.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 95.550 15,288.00 326.730 52,276.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 187.180 34,628.30 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 91.770 19,271.70 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 65.180 11,406.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 78.080 9,760.00 2,664.109 333,013.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 2.440 414.80 825.450 140,326.50 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 4.880 927.20 602.150 114,408.50 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 752.390 180,573.60 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 18.900 5,575.50 221.480 65,336.60 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 1275 MM REINFORCED CONCRETE PIPE M 420.0000 37,800.00 219.860 92,341.20 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 31.600 12,482.00 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 144.990 79,019.55 15 2100 MM REINFORCED CONCRETE PIPE M 7,200.0000 1,008,000.00 0.000 0.00 (CLASS V SPECIAL) 16 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,500.0000 735,000.00 -125.390 -438,865.00 43.920 153,720.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 -44.000 -92,400.00 90.280 189,588.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 46.680 4,668.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 23.650 2,554.20 (2.01 MM THICK) 20 600 MM CORRUGATED STEEL PIPE M 130.0000 16,900.00 0.000 0.00 (2.01 MM THICK) 21 750 MM CORRUGATED STEEL PIPE M 195.0000 3,900.00 42.670 8,320.65 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 27.280 6,820.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 91.610 38,476.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 284.280 34,113.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 1,203.200 42,112.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 20.330 3,862.70 118.630 22,539.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 10.070 45,315.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.250 475.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 6.500 8,450.00 16.890 21,957.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 413 MM WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 51,100.00 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 1.000 1,400.00 45 900 MM DEBRIS RACK CAGE (H = 1.8 M) EA 5,500.0000 11,000.00 0.000 0.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 8.860 22,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 22.500 94,500.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 75.0000 123,000.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 245.0000 29,400.00 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 13.040 11,084.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 89.880 11,235.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 852.000 1,192,800.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 641.630 240,611.25 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 1,397.870 11,532.43 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 37.240 12,363.68 2,750.311 913,103.25 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 1,123.800 73,047.00 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.968 121,000.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.950 9,500.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 8,549.200 18,808.24 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 40.000 8,400.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 26,397.000 178,179.75 SF)(RESTRAINER - PIPE TYPE) 64 MISCELLANEOUS METAL KG 6.2500 71,562.50 0.000 0.00 SF)(RESTRAINER - CABLE TYPE) PROGRAM CAS145 PAGE 11 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 MISCELLANEOUS METAL (BRIDGE) KG 6.2500 240,625.00 3,680.000 23,000.00 19,400.000 121,250.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 2,649.000 10,596.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 3,600.000 46,800.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 283.000 7,075.00 283.000 7,075.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 515.850 16,507.20 4,457.600 142,643.20 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 3.000 3,600.00 S) 72 SURVEY MONUMENT EA 500.0000 30,000.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 8,000.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE L-1) EA 40.0000 640.00 0.000 0.00 S) 75 METAL BEAM GUARD RAILING M 44.0000 411,400.00 125.730 5,532.12 1,640.140 72,166.16 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 432.000 45,360.00 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 72.000 11,520.00 SF) 80 CONCRETE BARRIER (TYPE 25 MODIFIED) M 125.0000 32,000.00 0.000 0.00 F) 81 CONCRETE BARRIER (TYPE 26 MODIFIED) M 360.0000 412,560.00 447.000 160,920.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 1,664.520 36,619.44 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 1.000 125.00 S) 86 END SECTION EA 155.0000 3,565.00 0.000 0.00 S) 87 TRANSITION RAILING (TYPE WB) EA 110.0000 7,370.00 4.000 440.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 2.000 5,400.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 1.000 2,300.00 13.000 29,900.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 10.000 6,000.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 838.000 63,688.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 82.000 18,040.00 F) 11 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 420.0000 8,820.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 60D MODIFIED) M 115.0000 62,560.00 26.180 3,010.70 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 146.000 18,250.00 158.000 19,750.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 -70.000 -9,450.00 19.000 2,565.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 1.520 220.40 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 197.800 29,274.40 763.300 112,968.40 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 576.300 106,615.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 978.100 171,167.50 PROGRAM CAS145 PAGE 13 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 165.0000 204,600.00 485.910 80,175.15 20 CONCRETE BARRIER (TYPE 736S) M 195.0000 14,625.00 0.000 0.00 21 CONCRETE BARRIER (TYPE 736B) M 200.0000 13,200.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 736A MODIFIED) M 148.0000 70,300.00 0.000 0.00 F) (RETAINING WALL) 23 CONCRETE BARRIER (TYPE 736B MODIFIED) M 230.0000 5,750.00 93.280 21,454.40 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 6.520 241.24 311.870 11,539.19 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 826.000 413.00 826.000 413.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 11,266.550 5,633.28 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 331.620 7,627.26 S) 28 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 32,550.00 64.000 96.00 S) 29 PAVEMENT MARKER (REFLECTIVE-SPECIAL EA 5.0000 6,700.00 0.000 0.00 S) TYPE H) 30 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 82,240.00 924.000 2,956.80 S) 31 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 8.0000 8,800.00 0.000 0.00 S) 32 SIGNAL AND LIGHTING (LOCATION 1,2,3,4,5, LS 705,000.0000 705,000.00 0.024 16,920.00 0.438 308,790.00 S) 6,7) 33 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 6,000.00 0.000 0.00 S) 34 COMMUNICATION CONDUIT (BRIDGE) M 120.0000 48,000.00 0.000 0.00 S) 35 SPRINKLER CONTROL CONDUIT (BRIDGE) M 120.0000 78,840.00 234.000 28,080.00 SF) 36 ELECTRIC SERVICE (IRRIGATION) LS 4,000.0000 4,000.00 0.000 0.00 S) 37 TRAFFIC MONITORING STATION (LOCATION 1,2 LS 208,000.0000 208,000.00 0.169 35,152.00 S) 3,4,5,6,7,8,9,10) 38 MODIFY TRAFFIC MONITORING STATION LS 12,000.0000 12,000.00 0.000 0.00 S) INCIDENT 39 TRAFFIC MONITORING STATION INCIDENT LS 30,000.0000 30,000.00 0.290 8,700.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.048 19,680.00 S) (LOCATION 1,2,3,4,5,6,7,8,9,10,11, 12,13,14) 41 RAMP METERING SYSTEM (LOCATION 1,2,3,4,5 LS 410,000.0000 410,000.00 0.012 4,920.00 0.063 25,830.00 S) 6,7,8,9,10,11,12,13,14) 42 MODIFY SIGNAL AND LIGHTING (LOCATION 1,2 LS 1500,000.0000 1,500,000.00 0.005 7,500.00 0.370 555,000.00 S) 3,4,5,6,7,8,9,10,11,12) 43 MODIFY LIGHTING AND SIGN ILLUMINATION LS 2200,000.0000 2,200,000.00 0.005 11,000.00 0.405 891,000.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 45 MODIFY TRAFFIC MANAGEMENT CENTER LS 100,000.0000 100,000.00 0.000 0.00 S) 46 SYSTEM TESTING AND DOCUMENTATION LS 75,000.0000 75,000.00 0.517 38,775.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 09/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 06:40 AM ESTIMATE NO. 37 BID OPENING 12/04/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 09/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,166,797.57 92,116,924.91 ADJUSTMENT OF COMPENSATION 1,430,666.90 15,072,260.02 EXTRA WORK 362,654.82 6,722,776.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,960,119.29 113,911,961.41 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 1.000 18,343,064.95 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 4,960,119.29 132,255,026.36 MATERIALS ON HAND ON SITE 1,822,245.70 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -45,844.48 -377,977.62 TOTAL 4,914,274.81 133,699,294.44 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/24/04 845 03/10/04 03/10/04 11/30/07 586 48 150 13 60% 58% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 09/23/06