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 12/28/06 EST. NO.41 TIME 10:04 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 0377 394.84 E.W. @ F.A.(+) 071205 Y 1530.0 0381 364.56 071405 Y 1534.0 1139-1 -5,654.88 082106 Y 4353.0 DAO CORRECTING ENTRY 1139-2 4,292.64 082106 Y 4353.0 DAO CORRECTING ENTRY 1186 52.53 092606 Y 4449.1 1230 4,292.64 102006 Y 4786.0 1231 215.63 110106 Y 4787.0 1235 445.42 110606 Y 4740.0 1236 152.73 110606 Y 4742.0 1237 152.73 110606 Y 4743.0 1240 152.73 110806 Y 4746.0 1247 251.27 110906 Y 4769.0 1248 688.69 110906 Y 4770.0 1249 197.92 110906 Y 4771.0 1250 215.63 110806 Y 4772.0 1251 688.69 110806 Y 4773.0 1252 215.63 110706 Y 4774.0 1253 98.36 110706 Y 4775.0 1254 688.69 110706 Y 4776.0 1255 46.69 110706 Y 4777.0 1256 123.15 102406 Y 4665 0 1257 152.73 111706 Y 4805.0 1258 712.76 111506 Y 4808.0 1259 509.12 111606 Y 4809.0 1260 688.69 111606 Y 4817.0 1261 161.72 111606 Y 4818.0 1262 132.78 111606 Y 4819.0 1264 215.63 111406 Y 4821.0 1265 215.63 111306 Y 4822.0 1266 688.69 111306 Y 4823.0 1267 112.08 111306 Y 4824.0 1268 688.69 111706 Y 4830.0 1271 336.30 022206 Y 2772 0 1272 107.82 112206 Y 4843.0 1273 401.08 112106 Y 4844.0 1275 215.63 112006 Y 4846.0 1276 212.45 112906 Y 4850.0 1277 1,067.41 113006 Y 4851.0 1279 212.45 120106 Y 4856.0 1280 305.45 112906 Y 4857.0 1281 146.26 112006 Y 4872.0 1282 104.64 112006 Y 4873.0 1283 688.69 120106 Y 4877.0 1284 688.69 113006 Y 4878.0 1285 688.69 112906 Y 4879.0 1286 688.69 112806 Y 4880.0 1287 688.69 112706 Y 4881.0 1288 215.63 120106 Y 4882.0 1289 366.87 120106 Y 4883.0 1290 77.15 113006 Y 4884.0 1291 104.64 113006 Y 4885.0 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 12/28/06 EST. NO.41 TIME 10:04 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 --------------------------------------------------------------------------- 1292 101.81 113006 Y 4886.0 1293 101.81 113006 Y 4887.0 1294 215.63 113006 Y 4888.0 1295 215.63 112906 Y 4889.0 1296 215.63 112806 Y 4890.0 1298 246.29 080306 Y 4027.1 1301 265.06 042806 Y 4897.0 1303 691.88 120706 Y 4908.0 1304 691.88 120806 Y 4915.0 1305 107.82 120806 Y 4916.0 1306 79.67 120606 Y 4919.0 1307 107.82 120606 Y 4920.0 1308 691.88 120606 Y 4921.0 1309 664.96 120506 Y 4922.0 1311 661.84 120406 Y 4924.0 1312 166.74 120506 Y 4925.0 1313 215.63 120406 Y 4926.0 1314 195.27 120806 Y 4917.0 1315 107.82 120706 Y 4918.0 002 0080 585.49 E.W. @ F.A.(+) 071805 Y 1607 0 0081 543.37 123005 Y 2507 0 003 0017 2,794.75 E.W. @ F.A.(+) 103106 Y 4866.0 005 0029 6,345.40 A.C. @ U.P.(+) 121306 N 0029 0 0030 27,030.41 121306 N 0030 0 0031 18,203.61 121306 N 0031 0 0032 39,582.41 122106 N 0032 0 006 0592 177.18 E.W. @ F.A.(+) 103006 Y 4700.0 0593 278.15 103106 Y 4701.0 0595 60.26 110106 Y 4703.0 0597 185.45 110806 Y 4731.0 0598 158.34 111306 Y 4813.0 0599 28.08 111006 Y 4837.0 0600 179.08 112806 Y 4852.0 0601 295.49 112806 Y 4860.0 0602 164.48 113006 Y 4861.0 0604 553.42 113006 Y 4876.0 008 0004 144.90 E.W. @ F.A.(+) 101706 Y 4668.0 009 0309 155.72 E.W. @ F.A.(+) 072706 N 4324 0 0310 1,800.94 072806 N 4325 0 0311 302.04 080406 N 4326 0 0312 956.03 080806 N 4327 0 0313 559.42 080806 N 4328 0 0314 2,668.93 080906 N 4329 0 0315 2,206.01 081006 N 4331 0 0316 274.19 081006 N 4332 0 0317 1,034.10 081106 N 4334 0 0318 584.90 082206 N 4337 0 0319 1,707.97 082206 N 4338 0 0320 1,496.83 082306 N 4339 0 0321 170.02 082406 N 4340 0 0322 158.24 082906 N 4341 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 12/28/06 EST. NO.41 TIME 10:04 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 --------------------------------------------------------------------------- 011 0135 420.00 E.W. @ F.A.(+) 111006 Y 4782.0 0136 400.80 111706 Y 4838.0 0137 202.40 112406 Y 4847.0 0138 498.00 120106 Y 4874.0 0139 417.60 120806 Y 4899.0 013 0125 936.27 E.W. @ F.A.(+) 111506 Y 4829.0 0126 886.26 112806 Y 4853.0 0127 900.04 092106 Y 4373.0 014 0165 422.61 E.W. @ F.A.(+) 071006 N 4683.0 019 0037 57.50 E.W. @ F.A.(+) 120106 Y 4849.0 022 0066 2,161.73 E.W. @ F.A.(+) 051205 Y 1192.0 0115 920.05 110906 Y 4836.0 025 0035 31,617.82 E.W. @ F.A.(+) 102405 Y 2279.0 027 0140 221.78 E.W. @ F.A.(+) 101806 Y 4781.0 0141 48.50 102506 Y 4741.0 0142 935.96 122005 N 2605.2 031 0200 438.14 E.W. @ F.A.(+) 110906 Y 4732.0 0201 414.75 110706 Y 4733.0 0202 557.89 110606 Y 4734.0 0203 605.16 110806 Y 4735.0 0204 107.83 110606 Y 4736.0 0206 417.26 112706 Y 4863.0 0208 294.54 113006 Y 4865.0 0211 743.98 112006 Y 4871.0 0212 208.32 082106 N 4825 0 032 0106 2,375.97 E.W. @ F.A.(+) 111606 Y 4828.0 046 0385 261.60 E.W. @ F.A.(+) 101606 Y 4575.0 0401 365.42 110606 Y 4737.0 0402 976.11 110906 Y 4738.0 0403 814.89 110606 Y 4749.0 0404 2,935.03 111006 Y 4750.0 0407 1,620.05 110906 Y 4759.0 0408 388.26 110906 Y 4760.0 0409 886.63 111006 Y 4761.0 0411 811.27 111006 Y 4763.0 0412 488.93 111006 Y 4764.0 0414 488.93 110706 Y 4766.0 0415 706.68 110706 Y 4767.0 0416 936.24 111306 Y 4810.0 0417 966.78 111406 Y 4811.0 0419 1,289.53 111306 Y 4816.0 0421 769.23 111506 Y 4827.0 0423 327.20 112206 Y 4842.0 0424 777.68 062906 Y 3762.1 0425 4,537.14 062806 Y 3767.1 0428 1,232.45 062306 Y 4891.0 0429 3,001.17 041106 Y 3139.1 0434 200.75 120606 Y 4900.0 0435 2,488.60 120506 Y 4901.0 0436 302.87 120606 Y 4909.0 0438 4,274.29 120506 Y 4913.0 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 12/28/06 EST. NO.41 TIME 10:04 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 --------------------------------------------------------------------------- 0439 3,348.45 120406 Y 4914.0 050 0001 820.30 E.W. @ F.A.(+) 102306 Y 4672.0 0004 1,325.56 102606 Y 4643.0 0006 1,168.03 102406 Y 4645.0 069 0013 4,986.51 E.W. @ F.A.(+) 100606 Y 4597.0 0016 183.90 110706 Y 4739.0 077 0004 27,864.34 A.C. @ U.P.(+) 121306 N 4 0 078 0038 165.00 E.W. @ F.A.(+) 062105 Y 1574.2 0039 165.00 062205 Y 1575.2 0040 165.00 062305 Y 1576.2 079 0053 306.20 E.W. @ F.A.(+) 032206 Y 2990.0 0090 2,014.99 102506 Y 4634.0 0091 3,040.06 111406 Y 4812.0 0092 165.36 102506 Y 4634.1 0093 187.34 120406 Y 4912.0 080 0007 21,720.81 A.C. @ L.S.(+) 122106 N 0007 0 082 0137 5,945.14 E.W. @ F.A.(+) 100206 Y 4477.0 0145 504.15 111606 Y 4826.0 0147 362.93 110706 Y 4875.0 0148 661.93 100206 Y 4477.1 095 0009 22,137.12 A.C. @ L.S.(+) 122106 N 0009 0 097 0005 1,956.00 E.W. @ L.S.(+) 120806 N 0005 0 106 0005 1,430.88 E.W. @ F.A.(+) 102006 Y 4784.0 121 0060 65.02 E.W. @ F.A.(+) 050206 Y 3643.0 0061 2,778.02 050206 Y 3341 0 137 0002 14,763.00 A.C. @ L.S.(+) 120806 N 0002 0 162 0017 1,430.88 E.W. @ F.A.(+) 102006 Y 4785.0 170 0002 58,957.63 A.C. @ L.S.(+) 120806 N 0002 0 172 0003 5,727.61 A.C. @ L.S.(+) 122106 N 0003 0 192 0018 481.97 E.W. @ F.A.(+) 060806 Y 4898.0 196 0006 2,217.08 E.W. @ F.A.(+) 101906 Y 4780.0 198 0001 3,950.00 E.W. @ U.P (+) 122106 N 0001 0 203 0010 19,515.69 E.W. @ U.P (+) 121806 N 0010 0 0011 85,972.40 A.C. @ U.P.(+) 122806 N 11 0 0012 -12,070.39 A.C. @ U.P.(-) 122806 N 12 0 219 0006 2,899.36 E.W. @ F.A.(+) 110706 Y 4758.0 227 0014 547.80 E.W. @ F.A.(+) 061606 Y 3849.1 242 0036 1,410.35 E.W. @ F.A.(+) 062606 Y 4015 0 246 0007 4,423.72 E.W. @ L.S.(+) 120806 N 0007 0 248 0043 6,411.52 E.W. @ U.P (+) 122006 N 0043 0 259 0002 489.66 E.W. @ F.A.(+) 060606 Y 3755 0 262 0001 1,680.96 E.W. @ L.S.(+) 120806 N 0001 0 267 0001 145.92 E.W. @ F.A.(+) 112906 Y 4855.0 0002 921.29 120506 Y 4911.0 288 0001 20,029.13 A.C. @ L.S.(+) 120806 N 0001 0 539,235.23 TOTAL THIS ESTIMATE 23,478,351.63 TOTAL PREVIOUS ESTIMATE 24,017,586.86 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 12/28/06 EST. NO.41 TIME 10:04 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 12/28/06 EST. NO.41 TIME 10:04 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 SALVAGED MAT'L RETN 14,542.48 38 PCCP AGG 6-05-06 -741.98 39 RCK PCKET RW-21A RL 4,233.55 40 DEF. PCCP THICKNESS -1,492.50 41 LATE CLOSR OPNG 1130 -10,400.00 41 LATE CLSR OPNG 1213 -9,013.33 41 -20,905.83 -370,849.40 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 -20,905.83 -380,849.40 PROGRAM CAS145 PAGE 1 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 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 0.400 320,000.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.025 500.00 0.825 16,500.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 19.000 131,100.00 650.000 4,485,000.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 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 0.868 434,000.00 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 0.800 800,000.00 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 6,000.00 746.780 22,403.40 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 17,692.090 11,499.86 197,857.690 128,607.50 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 54.000 1,512.00 2,110.000 59,080.00 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 2,947.000 10,314.50 40,206.000 140,721.00 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 3,537.200 84,892.80 56,493.110 1,355,834.64 S) PROGRAM CAS145 PAGE 2 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 201,600.00 128.000 17,920.00 2,131.000 298,340.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 1,494.550 4,035.29 37,022.260 99,960.10 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 17.000 17,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 24.800 719.20 1,308.370 37,942.73 27 OBLITERATE SURFACING M2 1.3000 176,800.00 18,088.320 23,514.82 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 12,434.290 211,382.93 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 107.000 2,354.00 6,476.840 142,490.48 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 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 4,953.370 7,430.06 45,365.300 68,047.95 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 453.810 13,614.30 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 22,708.000 22,708.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 42.000 4,200.00 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 2.000 700.00 39 REMOVE PIPE M 70.0000 243,600.00 7.500 525.00 1,946.160 136,231.20 40 REMOVE INLET EA 540.0000 64,800.00 2.000 1,080.00 65.000 35,100.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 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 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 1,420.000 28,400.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 407.520 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 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.000 12,500.00 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 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 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 87.000 3,045.00 2,280.200 79,807.00 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 20.090 1,004.50 2,056.340 102,817.00 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 1.000 500.00 14.000 7,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 0.000 0.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.027 17,550.00 0.731 475,150.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.054 5,400.00 0.441 44,100.00 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 0.010 1,000.00 0.964 96,400.00 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 13,002.250 157,197.20 478,921.470 5,790,160.57 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 1,386.000 103,950.00 27,385.000 2,053,875.00 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 22,400.00 560.000 22,400.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 3,235.000 97,050.00 96,049.400 2,881,482.00 F) PROGRAM CAS145 PAGE 4 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,090,000.00 611.000 30,550.00 11,889.000 594,450.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 792.000 27,720.00 56,453.800 1,975,883.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 14.000 490.00 208.500 7,297.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 527.570 36,929.90 81 DITCH EXCAVATION M3 20.0000 50,000.00 2,635.460 52,709.20 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 250.000 66,250.00 6,012.000 1,593,180.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 655.000 30,130.00 37,523.000 1,726,058.00 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 0.084 18,480.00 0.591 130,020.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 2,294.180 128,474.08 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 24.592 9,099.04 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 6,830.500 5,805.93 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 161.890 12,141.75 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 1,844.300 2,305.38 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 1,229.500 2,827.85 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 0.079 3,160.00 0.389 15,560.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.051 9,690.00 0.506 96,140.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 454.430 68,164.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 48.460 4,119.10 707.850 60,167.25 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 22.860 5,029.20 22.860 5,029.20 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 1,911.150 61,156.80 41,592.394 1,330,956.61 PROGRAM CAS145 PAGE 5 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,617.600 64,704.00 36,086.227 1,443,449.08 05 AGGREGATE BASE (APPROACH SLAB) M3 160.0000 13,920.00 0.000 0.00 06 LEAN CONCRETE BASE M3 134.0000 3,296,400.00 469.750 62,946.50 8,451.990 1,132,566.66 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 9,033,500.00 833.480 37,089.86 99,088.840 4,409,453.38 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 796.900 17,531.80 2,043.240 44,951.28 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 7,541,100.00 677.180 127,987.02 11,331.580 2,141,668.62 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 226.190 42,976.10 874.920 166,234.80 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 166.140 137,896.20 166.140 137,896.20 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 113.100 689.91 10,726.010 65,428.66 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 802.080 13,635.36 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 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.025 50,000.00 0.633 1,266,000.00 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 885,500.00 153.000 26,775.00 4,833.300 845,827.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 707.000 314,615.00 33,702.300 14,997,523.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 1,715.000 583,100.00 23,645.200 8,039,368.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 6.000 4,200.00 200.000 140,000.00 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 74.000 35,520.00 777.470 373,185.60 (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 62.480 23,742.40 1,721.910 654,325.80 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 27.675 24,907.50 556.619 500,957.10 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 790,500.00 533.000 39,975.00 10,444.000 783,300.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 525.000 44,625.00 7,356.000 625,260.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 471.000 35,325.00 4,460.000 334,500.00 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 39,000.00 159.700 10,380.50 691.700 44,960.50 PROGRAM CAS145 PAGE 7 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 50.000 6,500.00 7,080.000 920,400.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 420.000 48,300.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 8.000 44,000.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 110.000 13,750.00 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 6,152.000 7,382.40 178,410.110 214,092.13 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 67,567.000 89,188.44 7,654,470.780 10,103,901.43 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 251,737.000 365,018.65 2,146,102.000 3,111,847.90 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 12.000 5,100.00 1,540.000 654,500.00 F) PROGRAM CAS145 PAGE 8 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 9,162.000 42,145.20 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 9,162.000 5,772.06 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 9,104.000 44,609.60 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 9,104.000 7,738.40 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 58.900 70,680.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 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 20.440 1,839.60 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 36.100 5,776.00 402.330 64,372.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 100.750 18,638.75 287.930 53,267.05 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 1.220 256.20 180.190 37,839.90 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 115.780 20,261.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 73.140 9,142.50 2,788.519 348,564.88 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 31.600 5,372.00 857.050 145,698.50 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 602.150 114,408.50 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 308.410 74,018.40 1,198.800 287,712.00 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 235.880 69,584.60 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.920 153,720.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 90.280 189,588.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 51.050 5,105.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 2.000 216.00 190.150 20,536.20 (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 38,640.00 121.610 51,076.20 (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 48.300 6,182.40 48.300 6,182.40 (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 123,500.00 124.430 23,641.70 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 1.000 1,300.00 17.890 23,257.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,100.00 143.000 50,050.00 (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 1.000 1,200.00 1.000 1,200.00 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 1.000 4,200.00 23.500 98,700.00 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 53.380 13,078.10 53.380 13,078.10 (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 8,375.00 127.160 15,895.00 217.040 27,130.00 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 236,250.00 777.210 291,453.75 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 10,725.00 193.000 1,592.25 1,590.870 13,124.68 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 23.673 7,859.44 2,787.594 925,481.21 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 0.032 4,000.00 1.000 125,000.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 1.000 10,000.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 1,244.000 2,736.80 11,307.200 24,875.84 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 41.000 8,610.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 5,897.000 39,804.75 38,191.000 257,789.25 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 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,460.000 146,625.00 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 5,930.000 23,720.00 8,579.000 34,316.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 400.000 5,200.00 4,000.000 52,000.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 284.000 7,100.00 567.000 14,175.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 612.400 19,596.80 5,758.700 184,278.40 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 37.200 1,636.80 1,974.820 86,892.08 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 7.000 770.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 3.000 8,100.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 15.000 34,500.00 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 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 91.430 9,600.15 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 56.860 9,097.60 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 6.000 456.00 844.000 64,144.00 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 97,125.00 158.000 19,750.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 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 399,452.00 102.000 15,096.00 1,192.300 176,460.40 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 15.000 2,625.00 993.100 173,792.50 PROGRAM CAS145 PAGE 13 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,118.610 184,570.65 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 67,710.00 311.870 11,539.19 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 826.000 413.00 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 0.438 308,790.00 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 78,840.00 195.000 23,400.00 429.000 51,480.00 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 0.059 24,190.00 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 0.008 3,280.00 0.081 33,210.00 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 0.036 54,000.00 0.419 628,500.00 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 0.010 22,000.00 0.459 1,009,800.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,648.000 36,256.00 PROGRAM CAS145 PAGE 15 DATE 12/28/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:04 AM ESTIMATE NO. 41 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 12/20/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 12/28/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,488,909.98 102,706,578.49 ADJUSTMENT OF COMPENSATION 336,263.48 16,526,235.96 EXTRA WORK 202,971.75 7,491,350.90 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,028,145.21 126,724,165.35 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 4,028,145.21 145,067,230.30 MATERIALS ON HAND ON SITE 2,151,909.45 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,905.83 -380,849.40 TOTAL 4,007,239.38 146,838,290.35 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 02/05/08 652 49 150 14 65% 64% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 12/28/06