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 02/27/07 EST. NO.43 TIME 10:44 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 1274 215.63 E.W. @ F.A.(+) 112106 Y 4845.0 1376 155.93 122806 Y 5125.0 1378 1,391.26 010207 Y 5065.0 1379 1,256.99 010507 Y 5066.0 1387 162.11 010306 Y 5105.0 1392 324.61 010607 Y 5140.0 1393 203.64 010907 Y 5141.0 1394 152.73 011107 Y 5142.0 1395 688.69 011207 Y 5170.0 1396 688.69 011107 Y 5171.0 1397 688.69 011007 Y 5172.0 1398 688.69 010907 Y 5173.0 1399 691.88 010807 Y 5174.0 1400 225.95 011207 Y 5175.0 1401 203.64 011007 Y 5176.0 1402 212.66 010906 Y 5177.0 1403 517.35 010907 Y 5178.0 1404 590.67 010807 Y 5181.0 1405 158.86 010407 Y 5182.0 1406 200.97 010207 Y 5183.0 1407 229.05 010307 Y 5184.0 1408 126.34 122906 Y 5185.0 1409 168.45 122906 Y 5186.0 1410 224.60 122806 Y 5187.0 1411 107.82 111506 Y 5188.0 1412 172.90 122606 Y 5190.0 1413 271.66 122806 Y 5191.0 1414 295.71 010907 Y 5192.0 1415 130.83 082306 Y 5199.0 1416 224.60 102606 Y 5200.0 1417 1,096.42 110806 Y 5201.0 1418 353.25 111406 Y 5202.0 1419 203.64 010907 Y 5179.0 1420 212.45 010807 Y 5180.0 1421 203.64 011507 Y 5205.0 1422 688.69 011907 Y 5232.0 1423 688.69 011807 Y 5233.0 1424 688.69 011707 Y 5234.0 1425 688.69 011607 Y 5235.0 1426 250.93 011807 Y 5236.0 1427 245.56 011807 Y 5237.0 1428 195.27 011707 Y 5238.0 1429 229.84 011706 Y 5239.0 1430 101.81 011607 Y 5240.0 1431 195.27 011607 Y 5241.0 1432 215.63 011507 Y 5242.0 1433 254.56 011607 Y 5206.0 1434 859.18 011707 Y 5207.0 1435 407.30 011807 Y 5208.0 1436 509.12 011907 Y 5209.0 1437 157.75 011907 Y 5230.0 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 02/27/07 EST. NO.43 TIME 10:44 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 --------------------------------------------------------------------------- 1438 250.93 011907 Y 5231.0 1440 610.93 012607 Y 5287.0 1441 308.13 012207 Y 5284.0 1442 458.20 012307 Y 5285.0 1443 228.94 012607 Y 5310.0 1445 233.28 012507 Y 5312.0 1446 250.93 012207 Y 5327.0 1447 53.11 012507 Y 5328.0 1448 509.12 012507 Y 5313.0 1449 688.69 012507 Y 5314.0 1450 688.69 012407 Y 5315.0 1451 688.69 012307 Y 5316.0 1452 688.69 012207 Y 5317.0 1453 250.93 012507 Y 5318.0 1454 203.64 012507 Y 5319.0 1455 250.93 012407 Y 5320.0 1456 161.72 012407 Y 5321.0 1457 109.26 012407 Y 5322.0 1458 250.93 012307 Y 5323.0 1459 212.45 012307 Y 5324.0 1460 113.67 012307 Y 5325.0 1461 356.39 012307 Y 5326.0 1462 533.71 011507 Y 5280.0 1463 107.95 071706 Y 3905.2 1464 250.93 020207 Y 5388.0 1465 688.69 020207 Y 5389.0 1466 688.69 020107 Y 5390.0 1467 688.69 013107 Y 5391.0 1468 688.69 013007 Y 5392.0 1469 688.69 012907 Y 5393.0 1470 327.78 020207 Y 5394.0 1471 233.28 020107 Y 5395.0 1472 125.58 020107 Y 5396.0 1473 159.34 020107 Y 5397.0 1474 267.23 013107 Y 5398.0 1475 212.45 013007 Y 5399.0 1476 233.28 013007 Y 5400.0 1477 58.32 013007 Y 5401.0 1478 101.81 012907 Y 5402.0 1479 229.80 012907 Y 5403.0 1480 177.46 012607 Y 5404.0 1481 233.61 012507 Y 5405.0 1482 233.61 012207 Y 5406.0 1483 354.38 012507 Y 5407.0 1485 242.87 011807 Y 5409.0 1486 278.01 011707 Y 5410.0 1487 182.49 011607 Y 5411.0 1488 183.11 012907 Y 5412.0 1489 859.18 013007 Y 5351.0 1490 197.92 013007 Y 5352.0 1491 407.30 013107 Y 5353.0 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 02/27/07 EST. NO.43 TIME 10:44 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 --------------------------------------------------------------------------- 1492 203.64 020207 Y 5354.0 1493 168.24 020107 Y 5413.0 1494 229.05 012407 Y 5416.0 1495 229.05 012307 Y 5417.0 1496 234.95 012407 Y 5418.0 004 0040 600.00 E.W. @ F.A.(+) 011807 Y 5277.0 006 0570 1,112.00 E.W. @ F.A.(+) 092806 Y 4538.0 0581 604.10 102006 Y 4673.0 0603 84.22 120106 Y 4862.0 0605 181.62 120606 Y 4904.0 0607 339.10 121306 Y 4958.0 0608 453.88 101006 Y 4996.0 0609 353.59 121906 Y 5003.0 0610 107.35 121906 Y 5004.0 0611 1,172.87 121906 Y 5005.0 0612 599.92 122006 Y 5006.0 0613 150.95 122006 Y 5016.0 0614 353.00 121806 Y 5017.0 0615 235.06 010307 Y 5060.0 0616 2,179.67 010207 Y 5061.0 0617 418.63 010207 Y 5062.0 0618 1,527.97 010207 Y 5063.0 0619 109.30 011007 Y 5154.0 0620 348.18 121906 Y 5155.0 0621 83.38 011007 Y 5168.0 0622 28.08 121806 Y 5169.0 0623 102.33 112106 Y 5244.0 0624 135.14 011507 Y 5217.0 0625 53.91 011507 Y 5229.0 0626 72.43 012407 Y 5309.0 0627 336.05 013107 Y 5386.0 0628 315.85 012907 Y 5387.0 0629 259.90 020107 Y 5342.0 0630 52.48 013107 Y 5343.0 0631 191.81 020207 Y 5344.0 0632 528.73 012907 Y 5414.0 0633 622.51 012907 Y 5415.0 009 0327 330.59 E.W. @ F.A.(+) 081006 N 4539 0 0328 694.44 082806 N 4540 0 0329 649.13 090506 N 4541 0 0330 680.09 090606 N 4543 0 0331 1,668.94 090706 N 4544 0 0332 1,756.63 090806 N 4545 0 0333 1,957.61 091406 N 4546 0 0334 2,028.02 091806 N 4547 0 0335 2,191.08 091906 N 4548 0 0336 1,250.33 092006 N 4549 0 0337 181.34 092506 N 4550 0 0338 1,945.02 092506 N 4551 0 0339 1,723.30 100306 N 4552 0 0340 953.22 100406 N 4553 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 02/27/07 EST. NO.43 TIME 10:44 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 --------------------------------------------------------------------------- 0341 807.18 100506 N 4554 0 0342 422.60 100906 N 4555 0 0343 1,244.04 101006 N 4556 0 0344 734.65 101106 N 4557 0 0345 717.10 101206 N 4558 0 0346 1,488.72 080106 N 4542 0 011 0144 358.80 E.W. @ F.A.(+) 011207 Y 5189.0 0145 405.60 011907 Y 5247.0 0146 360.40 012607 Y 5333.0 0147 313.20 020207 Y 5419.0 014 0176 887.66 E.W. @ F.A.(+) 012507 Y 5308.0 0177 218.13 011607 Y 5329.0 0178 219.79 012407 Y 5330.0 019 0039 57.50 E.W. @ F.A.(+) 010107 Y 5279.0 022 0122 251.53 E.W. @ F.A.(+) 111306 Y 4831 0 0123 632.40 112706 Y 4854 0 0124 397.06 012407 Y 5288.0 0128 57.57 020207 Y 5467.0 031 0207 1,067.41 E.W. @ F.A.(+) 112806 Y 4864.0 0209 382.49 112106 Y 4867.0 0216 495.37 121106 Y 4959.0 0217 258.57 121206 Y 4960.0 0227 240.64 011007 Y 5143.0 0228 481.29 010907 Y 5144.0 0229 601.61 011507 Y 5210.0 0230 484.48 011607 Y 5211.0 0231 240.64 011707 Y 5212.0 0232 513.72 011807 Y 5216.0 0234 240.64 012607 Y 5290.0 0235 240.64 012607 Y 5291.0 0236 253.00 012407 Y 5307.0 0237 360.97 013007 Y 5355.0 0238 481.29 012907 Y 5356.0 032 0107 559.08 E.W. @ F.A.(+) 011007 Y 5167.0 034 0066 436.29 E.W. @ F.A.(+) 012407 Y 5306.0 0067 488.93 012507 Y 5302 0 037 0051 2,110.04 E.W. @ F.A.(+) 010507 Y 5145.0 0052 4,322.52 010807 Y 5146.0 0056 6,010.88 011007 Y 5150.0 0057 1,665.34 010907 Y 5164.0 0058 1,131.05 010807 Y 5165.0 0059 2,141.53 010607 Y 5166.0 0061 6,000.60 011907 Y 5225.0 0062 403.36 011807 Y 5226.0 0063 132.02 011807 Y 5227.0 0064 2,639.87 011707 Y 5338.0 040 0042 14,164.05 E.W. @ U.P (+) 022507 N 0042 0 046 0420 100.37 E.W. @ F.A.(+) 111306 Y 4806.0 0447 687.16 053105 Y 2692.1 0449 199.91 010607 Y 5151.0 0450 505.37 011107 Y 5161.0 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 02/27/07 EST. NO.43 TIME 10:44 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 --------------------------------------------------------------------------- 0451 203.36 011207 Y 5162.0 0452 784.90 010807 Y 5163.0 0453 1,623.01 010507 Y 5193.0 0454 129.06 011907 Y 5213.0 0455 819.55 011807 Y 5219.0 0456 1,215.74 011807 Y 5220.0 0457 174.40 011707 Y 5221.0 0458 95.50 011607 Y 5222.0 0459 139.28 011607 Y 5223.0 0460 140.00 032206 Y 3500.1 0461 141.22 071406 Y 4962 0 0462 212.88 102406 Y 4978 0 0463 174.40 012607 Y 5300.0 0464 253.07 012507 Y 5301.0 0466 1,814.40 012507 Y 5303.0 0467 1,268.33 012407 Y 5304.0 0468 334.52 012307 Y 5305.0 0469 627.76 120506 Y 4901.1 0471 3,544.62 012607 Y 5283.0 0474 2,878.26 013007 Y 5381.0 0475 1,966.53 012907 Y 5382.0 0476 261.60 012907 Y 5383.0 0477 681.38 012007 Y 5384.0 0478 1,706.84 013007 Y 5358.0 0480 3,226.08 020107 Y 5360.0 0481 1,626.84 020107 Y 5361.0 050 0028 3,358.67 E.W. @ F.A.(+) 011707 Y 5214.0 0033 1,491.30 011607 Y 5363.0 0034 1,881.41 011807 Y 5364.0 052 0003 733.56 E.W. @ U.P (+) 022507 N 0003 0 069 0020 5,327.52 E.W. @ F.A.(+) 100206 N 4559 0 0021 1,661.05 100306 N 4560 0 0022 5,034.81 100406 N 4561 0 0023 7,924.91 100506 N 4562 0 0024 4,757.25 100606 N 4564 0 0025 1,336.38 010807 Y 5195.0 0026 231.60 122706 Y 5198.0 074 0003 2,201.60 E.W. @ U.P (+) 022507 N 0003 0 077 0006 33,742.36 A.C. @ U.P.(+) 022607 N 0006 0 079 0100 25,068.24 E.W. @ F.A.(+) 120206 N 5204 0 0101 193.04 011007 Y 5243.0 0102 310.77 020107 Y 5377.0 0103 2,714.39 020207 Y 5367.0 080 0011 14,090.02 A.C. @ L.S.(+) 022607 N 0011 0 082 0151 1,321.45 E.W. @ F.A.(+) 011107 Y 5153.0 0152 425.27 010907 Y 5157.0 0153 2,249.14 011507 Y 5215.0 0154 510.21 011907 Y 5218.0 0156 337.46 012507 Y 5298.0 0157 1,489.36 012507 Y 5299.0 0158 492.39 020107 Y 5376.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 6 DATE 02/27/07 EST. NO.43 TIME 10:44 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 --------------------------------------------------------------------------- 0159 3,277.24 013007 Y 5368.0 084 0002 119,222.73 A.C. @ L.S.(+) 022007 N 0002 0 094 0133 87,293.91 A.C. @ F.A.(+) 021207 Y 5427.0 106 0007 1,430.88 E.W. @ F.A.(+) 122006 Y 5245.0 122 0014 247.90 E.W. @ F.A.(+) 122106 Y 5137.0 0015 541.02 010607 Y 5152.0 148 0002 -1,133.98 A.C. @ L.S.(-) 022507 N 0002 0 162 0019 1,430.88 E.W. @ F.A.(+) 122006 Y 5246.0 163 0003 3,162.30 A.C. @ L.S.(+) 021607 N 0003 0 169 0004 27,197.75 E.W. @ L.S.(+) 022507 N 0004 0 173 0007 51,147.00 E.W. @ U.P (+) 022507 N 0007 0 0008 19,549.52 022507 N 0008 0 176 0009 80,676.73 E.W. @ L.S.(+) 022007 N 0009 0 0010 9,875.57 A.C. @ U.P.(+) 022007 N 0010 0 0011 153,316.08 E.W. @ U.P (+) 022007 N 11 0 203 0008-1 -92,678.92 A.C. @ U.P.(+) 112006 N 8 0 DAO CORRECTING ENTRY 0008-2 57,147.54 112006 N 8 0 DAO CORRECTING ENTRY 0011-1 -85,972.40 122806 N 11 0 DAO CORRECTING ENTRY 0011-2 85,475.29 122806 N 11 0 DAO CORRECTING ENTRY 0015 85,758.03 022007 N 15 0 0016 -18,073.56 A.C. @ U.P.(-) 022007 N 16 0 207 0006 346.51 E.W. @ L.S.(+) 022507 N 0006 0 216 0001 96,286.55 A.C. @ L.S.(+) 022007 N 0001 0 217 0001 540.35 A.C. @ L.S.(+) 022507 N 0001 0 221 0008 1,183.14 E.W. @ F.A.(+) 012407 Y 5296.0 0009 525.17 012307 Y 5331.0 248 0044 6,591.20 E.W. @ F.A.(+) 092506 N 4563 0 0045 1,670.29 072506 N 5248 0 0046 1,529.90 072806 N 5249 0 0047 2,452.46 102006 N 5250 0 0048 350.22 102306 N 5251 0 0049 686.18 102406 N 5252 0 0050 468.50 102606 N 5253 0 0051 870.57 111406 N 5254 0 251 0003 350.02 E.W. @ F.A.(+) 051706 Y 5196.0 269 0008 2,112.22 E.W. @ F.A.(+) 121206 Y 5119.0 0031 3,784.55 010807 Y 5138.0 0032 2,402.40 010807 Y 5158.0 0034 3,600.04 010907 Y 5160.0 0036 624.02 012607 Y 5293.0 0037 480.73 012507 Y 5294.0 0038 1,412.20 012307 Y 5295.0 0043 208.12 011107 Y 5339.0 0044 365.20 120106 Y 5067.1 0046 1,409.84 012407 Y 5282.0 0050 395.68 020107 Y 5370.0 0053 89.90 011507 Y 5373.0 283 0006 2,984.19 E.W. @ F.A.(+) 111406 Y 5136.0 300 0002 2,500,000.00 A.C. @ L.S.(+) 020107 N 5278.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 7 DATE 02/27/07 EST. NO.43 TIME 10:44 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 --------------------------------------------------------------------------- 3,496,964.17 TOTAL THIS ESTIMATE 27,279,671.49 TOTAL PREVIOUS ESTIMATE 30,776,635.66 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 02/27/07 EST. NO.43 TIME 10:44 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 02/27/07 EST. NO.43 TIME 10:44 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 0.00 -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 0.00 -380,849.40 PROGRAM CAS145 PAGE 1 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 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 0.011 8,800.00 0.411 328,800.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.025 500.00 0.850 17,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 20.000 138,000.00 683.000 4,712,700.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 5,879.360 146,984.00 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 0.924 462,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.006 600.00 0.725 72,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.820 820,000.00 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 18.000 1,170.00 201.000 13,065.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 81.890 2,456.70 840.370 25,211.10 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 4,037.060 2,624.09 204,308.210 132,800.34 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 56.000 1,568.00 2,289.000 64,092.00 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 140,700.00 353.000 1,235.50 40,924.000 143,234.00 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 1,795.740 43,097.76 61,209.210 1,469,021.04 S) PROGRAM CAS145 PAGE 2 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 201,600.00 100.000 14,000.00 2,317.000 324,380.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 1,051.180 2,838.19 39,468.970 106,566.22 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 60.620 1,757.98 1,448.990 42,020.71 27 OBLITERATE SURFACING M2 1.3000 176,800.00 38,836.700 50,487.71 59,791.020 77,728.33 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 110.000 1,870.00 12,654.390 215,124.63 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 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 1,283.640 1,925.46 46,731.960 70,097.94 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 28.470 854.10 495.360 14,860.80 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 43.000 4,300.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 2.000 6,000.00 46.500 139,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 2.000 700.00 39 REMOVE PIPE M 70.0000 243,600.00 8.820 617.40 1,976.980 138,388.60 40 REMOVE INLET EA 540.0000 64,800.00 2.000 1,080.00 67.000 36,180.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 38.000 20,520.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 23.000 16,100.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 752.730 17,312.79 2,879.150 66,220.45 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 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 84,000.00 861.590 64,619.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 98.500 3,447.50 2,397.000 83,895.00 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 89.000 4,450.00 2,346.870 117,343.50 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 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 0.834 542,100.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.042 4,200.00 0.655 65,500.00 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 0.964 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 25,744.980 311,256.81 516,090.360 6,239,532.45 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 1.000 30,000.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 908.000 68,100.00 28,590.000 2,144,250.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 201.000 3,015.00 462.000 6,930.00 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 68.000 2,040.00 97,456.400 2,923,692.00 F) PROGRAM CAS145 PAGE 4 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,090,000.00 419.000 20,950.00 13,961.000 698,050.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 998.000 34,930.00 57,986.800 2,029,538.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 263.300 9,215.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 27.120 1,898.40 554.690 38,828.30 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 6,107.000 1,618,355.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 75.000 3,450.00 38,133.000 1,754,118.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 1,078.090 10.78 3,774.640 37.75 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.816 179,520.00 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 0.083 3,320.00 0.553 22,120.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.674 128,060.00 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 45.730 3,887.05 784.980 66,723.30 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 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 1,649.680 52,789.76 47,915.094 1,533,283.01 PROGRAM CAS145 PAGE 5 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,161.430 126,457.20 41,733.457 1,669,338.28 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 2,013.547 269,815.30 10,465.537 1,402,381.96 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 8,498.620 378,188.59 116,425.880 5,180,951.66 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 78.440 1,725.68 2,121.680 46,676.96 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 263.220 1,052.88 3,060.580 12,242.32 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 2.100 630.00 2.100 630.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 325.840 61,583.76 12,021.660 2,272,093.74 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 1,131.420 214,969.80 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 95.850 79,555.50 261.990 217,451.70 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 11,338.010 69,161.86 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 1,047.080 17,800.36 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 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.029 58,000.00 0.662 1,324,000.00 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 30.000 5,250.00 4,863.300 851,077.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 874.000 388,930.00 35,408.300 15,756,693.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 847.000 287,980.00 24,894.200 8,464,028.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 200.000 140,000.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 1,013.000 303,900.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 777.470 373,185.60 (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 1.000 20,000.00 1.000 20,000.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 0.510 193.80 1,805.600 686,128.00 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 36.714 33,042.60 619.867 557,880.30 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 790,500.00 450.000 33,750.00 11,140.000 835,500.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 172.000 14,620.00 7,774.000 660,790.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 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 55.000 3,575.00 802.500 52,162.50 PROGRAM CAS145 PAGE 7 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,200.00 39.000 202,800.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 24.000 158,400.00 67.000 442,200.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 39.000 296,400.00 58.000 440,800.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 -2.000 -15,400.00 13.000 100,100.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 3.000 28,500.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 5.000 70,000.00 5.000 70,000.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 107.000 149,800.00 185.000 259,000.00 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 1,564,420.00 294.000 38,220.00 7,374.000 958,620.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 155.000 17,825.00 575.000 66,125.00 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 326,730.00 360.000 432.00 186,821.410 224,185.69 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 252,523.000 333,330.36 8,119,963.780 10,718,352.19 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 5,062.000 7,339.90 2,247,267.000 3,258,537.15 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 47.000 19,975.00 1,613.790 685,860.75 F) PROGRAM CAS145 PAGE 8 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 16,428.000 75,568.80 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 16,428.000 10,349.64 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 88.400 106,080.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 18.000 27,000.00 91.700 137,550.00 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 156,800.00 422.630 67,620.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 24.390 4,512.15 312.320 57,779.20 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 -88.420 -18,568.20 91.770 19,271.70 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 638,750.00 244.440 30,555.00 3,229.519 403,689.88 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 121.690 20,687.30 1,077.540 183,181.80 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 152.760 29,024.40 827.410 157,207.90 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 128.190 30,765.60 1,369.590 328,701.60 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 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 43.790 17,297.05 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 23,760.00 192.450 20,784.60 (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 (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 5.000 950.00 129.430 24,591.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 6.096 27,432.00 25.466 114,597.00 (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 17.890 23,257.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 1,050.00 146.000 51,100.00 (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 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 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 (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 8,375.00 217.040 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 55.000 19,800.00 55.000 19,800.00 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 1,590.870 13,124.68 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 124.064 41,189.25 2,930.481 972,919.69 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 285.060 18,528.90 1,408.860 91,575.90 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 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 75,198.20 907.000 1,995.40 12,806.200 28,173.64 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 4.000 840.00 46.000 9,660.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 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 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 240,625.00 974.000 6,087.50 24,434.000 152,712.50 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 8,579.000 34,316.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 4,000.000 52,000.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 567.000 14,175.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 465.670 14,901.44 6,505.670 208,181.44 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 411,400.00 840.780 36,994.32 3,027.600 133,214.40 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 15.000 2,400.00 15.000 2,400.00 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 128,590.00 332.500 7,315.00 1,997.020 43,934.44 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 2.000 220.00 10.000 1,100.00 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 2.000 4,600.00 17.000 39,100.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 2.000 1,200.00 12.000 7,200.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 11,400.00 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 1,311.000 99,636.00 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 219,200.00 135.400 21,664.00 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 62,560.00 323.180 37,165.70 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 3.000 375.00 161.000 20,125.00 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 1,467.300 217,160.40 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 222,250.00 993.100 173,792.50 PROGRAM CAS145 PAGE 13 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 40.000 128.00 964.000 3,084.80 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 0.032 22,560.00 0.470 331,350.00 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 78,840.00 210.000 25,200.00 639.000 76,680.00 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 0.026 780.00 0.316 9,480.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.080 32,800.00 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 0.065 26,650.00 0.181 74,210.00 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 0.067 100,500.00 0.556 834,000.00 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 0.035 77,000.00 0.505 1,111,000.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:44 AM ESTIMATE NO. 43 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 02/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,249,086.61 110,390,401.02 ADJUSTMENT OF COMPENSATION 2,894,735.79 22,383,615.01 EXTRA WORK 602,228.38 8,393,020.65 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,746,050.78 141,167,036.68 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 7,746,050.78 159,510,101.63 MATERIALS ON HAND ON SITE 2,476,541.84 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -380,849.40 TOTAL 7,746,050.78 161,605,794.07 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 02/07/08 685 51 188 18 68% 65% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 02/27/07