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 04/27/07 EST. NO.46 TIME 10:31 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 1583 120.31 E.W. @ F.A.(+) 031307 Y 5953.0 1589 375.08 030507 Y 5982.0 1590 476.35 030707 Y 5983.0 1600 229.05 031407 Y 5935.0 1601 454.12 031507 Y 5936.0 1602 152.73 031307 Y 5986.0 1603 437.36 032207 Y 6061.0 1609 291.57 032007 Y 6068.0 1611 498.41 031907 Y 6070.0 1612 200.97 031507 Y 6071.0 1613 356.39 032307 Y 6072.0 1618 127.28 032307 Y 6059.0 1620 230.28 020707 Y 5468 0 1621 288.15 020207 Y 5484 0 1622 202.35 020807 Y 5451 0 1623 691.88 032607 Y 6184.0 1624 151.21 032607 Y 6185.0 1625 168.45 032707 Y 6186.0 1626 691.88 032707 Y 6187.0 1627 299.21 032707 Y 6188.0 1628 235.36 032807 Y 6189.0 1629 691.88 032807 Y 6190.0 1630 372.81 032807 Y 6191.0 1631 380.99 032807 Y 6192.0 1633 691.88 032907 Y 6194.0 1634 185.10 032907 Y 6195.0 1635 165.04 032907 Y 6196.0 1636 137.99 033007 Y 6197.0 1637 111.43 033007 Y 6198.0 1638 691.88 033007 Y 6199.0 1639 265.37 033007 Y 6200.0 1641 203.64 032907 Y 6219.0 1642 270.95 040607 Y 6373.0 1643 688.54 040507 Y 6374.0 1644 688.54 040607 Y 6375.0 1645 257.53 040607 Y 6376.0 1646 220.89 040507 Y 6377.0 1647 153.18 040407 Y 6378.0 1648 688.54 040407 Y 6379.0 1649 309.04 040407 Y 6380.0 1650 688.54 040307 Y 6381.0 1651 213.72 040207 Y 6382.0 1652 688.54 040207 Y 6383.0 1653 57.22 033007 Y 6261.0 1654 402.88 033007 Y 6262.0 1655 383.75 032907 Y 6263.0 1656 284.24 032607 Y 6264.0 1657 228.76 021507 Y 6265.0 1658 206.03 040307 Y 6328.0 1659 255.71 040407 Y 6329.0 1660 639.30 040607 Y 6331.0 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 04/27/07 EST. NO.46 TIME 10:31 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 --------------------------------------------------------------------------- 1661 255.71 040207 Y 6332.0 1662 319.61 040907 Y 6438.0 1663 484.59 041007 Y 6443.0 1664 212.19 041107 Y 6445.0 1665 103.01 041007 Y 6461.0 1666 206.03 041107 Y 6462.0 1667 231.37 041307 Y 6432.0 1668 231.37 041207 Y 6433.0 1669 103.93 041207 Y 6434.0 1671 213.72 041007 Y 6436.0 1672 52.64 040907 Y 6437.0 1674 688.54 041907 Y 6508.0 1676 685.39 042007 Y 6510.0 1677 376.24 042007 Y 6511.0 1679 688.54 041707 Y 6513.0 1681 685.39 041807 Y 6515.0 1682 688.54 041607 Y 6516.0 1683 227.92 041607 Y 6517.0 004 0041 600.00 E.W. @ F.A.(+) 011807 N 6237.0 006 0659 227.35 E.W. @ F.A.(+) 030107 Y 5965.0 0662 357.32 031507 Y 5968.0 0668 83.52 032007 Y 6056.0 0670 579.84 040907 Y 6439.0 0673 51.51 041107 Y 6431.0 009 0361 1,079.50 E.W. @ F.A.(+) 090506 N 5512 0 0362 948.97 092206 N 5513 0 0363 2,316.80 101706 N 5514 0 0364 446.21 110906 N 5515 0 0366 330.59 120806 N 5517 0 0367 1,215.91 121406 N 5518 0 0368 950.26 012207 N 5519 0 0369 1,047.41 122006 N 5520 0 0370 1,837.04 012307 N 5521 0 0371 1,297.02 013007 N 5522 0 0372 5,149.34 100906 N 6096 0 0374 1,608.21 010507 N 6098 0 0375 1,708.21 010807 N 6099 0 0376 652.53 011507 N 6100 0 0377 952.47 011507 N 6101 0 0378 734.05 011607 N 6102 0 0379 1,633.36 012407 N 6103 0 0380 963.68 101606 N 6104 0 0381 2,690.66 101806 N 6105 0 0387 1,149.95 020207 N 6111 0 0391 1,014.27 030507 N 6115 0 0392 893.69 031207 N 6116 0 011 0155 242.40 E.W. @ F.A.(+) 040607 Y 6386.0 0156 256.40 033007 Y 6234.0 013 0136 1,658.16 E.W. @ F.A.(+) 032707 N 6391.0 022 0142 114.37 E.W. @ F.A.(+) 032207 Y 6055.0 027 0153 540.97 E.W. @ F.A.(+) 031207 Y 5952.0 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 04/27/07 EST. NO.46 TIME 10:31 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 --------------------------------------------------------------------------- 0154 130.79 030107 Y 5758 0 031 0254 363.36 E.W. @ F.A.(+) 032007 Y 6074.0 0255 533.71 032107 Y 6054.0 032 0110 978.83 E.W. @ F.A.(+) 030207 Y 5962.0 0111 429.11 030507 Y 5938.0 046 0514 1,250.64 E.W. @ F.A.(+) 021207 Y 5542 0 0515 87.20 021507 Y 6203.0 0516 1,434.96 033007 Y 6221.0 0517 445.36 032707 Y 6233.0 0521 305.66 041307 Y 6464.0 069 0035 303.76 E.W. @ F.A.(+) 031407 Y 5959.0 0037 456.47 031607 Y 6051.0 077 0008 22,366.84 A.C. @ U.P.(+) 042607 N 0008 0 082 0171 230.28 E.W. @ F.A.(+) 020207 Y 5947.0 0173 435.59 032307 Y 6045.0 0174 700.17 032307 Y 6046.0 0178 3,578.78 020707 Y 5483 0 0184 310.29 032807 Y 6223.0 0197 485.39 041107 Y 6422.0 0198 485.39 041007 Y 6423.0 0200 103.01 041607 Y 6503.0 095 0012 63,159.14 A.C. @ L.S.(+) 042607 N 0012 0 120 0009 1,684.96 E.W. @ F.A.(+) 031907 Y 6084.0 121 0066 913.19 E.W. @ F.A.(+) 030707 N 5973.0 173 0009 19,090.33 E.W. @ U.P (+) 042607 N 0009 0 193 0002 1,005.45 A.C. @ L.S.(+) 042707 N 0002 0 0003 738.19 042707 N 0003 0 203 0019 147,714.27 A.C. @ U.P.(+) 042007 N 19 0 0020 -11,595.65 A.C. @ U.P.(-) 042007 N 20 0 235 0001 1,689.32 A.C. @ L.S.(+) 042707 N 0001 0 248 0052 1,632.15 E.W. @ F.A.(+) 072606 N 5523 0 0054 986.67 113006 N 5525 0 0055 1,020.21 120106 N 5526 0 0056 129.15 032007 Y 6039.0 269 0061 479.60 E.W. @ F.A.(+) 031307 Y 5951.0 0062 697.59 031207 Y 5956.0 0069 130.79 020907 Y 5456 0 293 0002 883.11 E.W. @ F.A.(+) 011507 Y 6016.0 0003 4,479.82 011607 Y 6017.0 0004 5,827.38 011707 Y 6018.0 0009 2,174.83 031507 Y 6023.0 305 0005-3 -1,689.43 E.W. @ F.A.(+) 021707 N 5589.0 DAO CORRECTING ENTRY 0005-4 2,139.72 021707 N 5589.0 DAO CORRECTING ENTRY 0011-1 -2,366.21 021707 N 5596.0 DAO CORRECTING ENTRY 0011-2 2,897.20 021707 N 5596.0 DAO CORRECTING ENTRY 0101 2,458.86 031007 N 5843.0 0110 2,330.28 030707 N 5852.0 0111 100.63 030807 N 5853.0 0114 2,802.83 031207 N 5856.0 0127 679.30 022207 N 5869.0 0128 2,088.67 022307 N 5870.0 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 04/27/07 EST. NO.46 TIME 10:31 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 --------------------------------------------------------------------------- 0130 1,729.40 022607 N 5872.0 0131 3,082.96 022807 N 5873.0 0132 1,617.68 030107 N 5874.0 0134 5,484.05 022407 N 5876.0 0137 3,338.06 030207 N 5879.0 0138 2,695.80 030207 N 5880.0 0139 2,257.31 030207 N 5881.0 0142 3,194.12 030307 N 5884.0 0143 1,131.89 030307 N 5885.0 0144 1,886.05 030307 N 5886.0 0145 1,508.83 030407 N 5887.0 0146 3,159.41 030507 N 5888.0 0147 765.99 030507 N 5889.0 0148 3,129.92 030607 N 5890.0 0150 2,080.03 030707 N 5892.0 0152 822.53 030707 N 5894.0 0154 1,265.08 030807 N 5896.0 0156 1,024.70 030807 N 5898.0 0167 212.89 032207 N 5998.0 0168 3,209.01 032407 N 5999.0 0169 1,523.77 031907 N 6000.0 0175 1,202.27 032107 N 6006.0 0186 283.07 032407 N 6087.0 395,991.76 TOTAL THIS ESTIMATE 32,976,240.98 TOTAL PREVIOUS ESTIMATE 33,372,232.74 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 04/27/07 EST. NO.46 TIME 10:31 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 04/27/07 EST. NO.46 TIME 10:31 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 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 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 0.003 2,400.00 0.418 334,400.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.010 200.00 0.860 17,200.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 22.000 151,800.00 724.000 4,995,600.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 6,148.620 153,715.50 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 0.952 476,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.725 72,500.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.830 830,000.00 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 7.000 455.00 218.000 14,170.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 4.470 134.10 922.250 27,667.50 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 4,231.700 2,750.61 218,243.530 141,858.29 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 2,372.000 66,416.00 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 140,700.00 547.000 1,914.50 43,004.000 150,514.00 S) 21 PORTABLE CHANGEABLE MESSAGE SIGN EA 6,000.0000 66,000.00 11.000 66,000.00 S) 22 TEMPORARY RAILING (TYPE K) M 24.0000 1,660,800.00 890.380 21,369.12 63,441.200 1,522,588.80 S) PROGRAM CAS145 PAGE 2 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 66.000 9,240.00 2,434.000 340,760.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 347.700 938.79 40,722.210 109,949.97 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 10.000 10,000.00 28.000 28,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 152.740 4,429.46 1,701.430 49,341.47 27 OBLITERATE SURFACING M2 1.3000 176,800.00 9,269.950 12,050.94 69,965.970 90,955.76 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 117.000 1,989.00 12,771.390 217,113.63 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 18.450 405.90 6,495.290 142,896.38 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 608.300 912.45 48,349.330 72,524.00 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 948.000 1,896.00 21,166.570 42,333.14 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 247.700 371.55 51,800.820 77,701.23 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 36.150 1,084.50 538.200 16,146.00 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 481.000 481.00 23,189.000 23,189.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 1.000 100.00 47.000 4,700.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 1.000 3,000.00 47.500 142,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 2.000 700.00 39 REMOVE PIPE M 70.0000 243,600.00 165.740 11,601.80 2,412.680 168,887.60 40 REMOVE INLET EA 540.0000 64,800.00 15.000 8,100.00 88.000 47,520.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 8.000 4,320.00 46.000 24,840.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 23.000 16,100.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 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 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 150.00 13.000 1,950.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 9.000 2,250.00 60.000 15,000.00 52 ADJUST PIPE INLET TO GRADE EA 1,000.0000 2,000.00 3.000 3,000.00 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 2.600 195.00 872.590 65,444.25 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 2,495.800 87,353.00 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 21.160 1,058.00 2,395.120 119,756.00 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 4.000 2,000.00 18.000 9,000.00 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 0.802 80,200.00 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 0.974 97,400.00 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 1,290.320 15,599.97 532,229.010 6,434,648.73 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 30,809.000 2,310,675.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 462.000 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 3,000.000 90,000.00 101,160.400 3,034,812.00 F) PROGRAM CAS145 PAGE 4 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,355.000 67,750.00 15,572.000 778,600.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 56.000 1,960.00 59,955.800 2,098,453.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 296.000 10,360.00 559.300 19,575.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 29.710 2,079.70 647.850 45,349.50 81 DITCH EXCAVATION M3 20.0000 50,000.00 223.600 4,472.00 2,859.060 57,181.20 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 38,530.000 1,772,380.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 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 3.030 1,121.10 39.072 14,456.64 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 368.000 312.80 9,488.740 8,065.43 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 6.900 517.50 237.500 17,812.50 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 69.000 86.25 2,772.140 3,465.18 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 46.000 105.80 1,848.060 4,250.54 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 0.175 7,000.00 0.728 29,120.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 -0.086 -16,340.00 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 22,100.00 811.800 69,003.00 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 2,318.275 74,184.80 51,746.509 1,655,888.29 PROGRAM CAS145 PAGE 5 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,218.130 48,725.20 45,393.407 1,815,736.28 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 44.800 6,003.20 11,124.500 1,490,683.00 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 2,562.470 114,029.92 122,375.040 5,445,689.28 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 2,166.450 47,661.90 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 3,279.680 13,118.72 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 2.100 630.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 2,680.730 506,657.97 16,357.304 3,091,530.46 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 455.200 86,488.00 1,788.700 339,853.00 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 21.100 17,513.00 283.090 234,964.70 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 11,880.910 72,473.55 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 1,366.080 23,223.36 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 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.006 12,000.00 0.753 1,506,000.00 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 885,500.00 188.000 32,900.00 5,351.300 936,477.50 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 3,475.000 1,546,375.00 42,838.300 19,063,043.50 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 617.000 209,780.00 27,201.200 9,248,408.00 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 42.050 20,184.00 819.520 393,369.60 (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 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 91.840 34,899.20 1,902.440 722,927.20 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 24.334 21,900.60 669.012 602,110.80 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 1,404.000 105,300.00 13,417.000 1,006,275.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 730.000 62,050.00 8,873.000 754,205.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 518.000 38,850.00 5,163.000 387,225.00 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 9.750 633.75 823.950 53,556.75 PROGRAM CAS145 PAGE 7 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.000 202,800.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 61.000 402,600.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 58.000 440,800.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 25.000 192,500.00 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 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 191.000 267,400.00 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 7,934.000 1,031,420.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 575.000 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 326,730.00 267.000 320.40 187,088.410 224,506.09 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 262,102.000 345,974.64 8,699,551.780 11,483,408.35 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 68,404.000 99,185.80 2,387,089.000 3,461,279.05 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 1,594.000 677,450.00 F) PROGRAM CAS145 PAGE 8 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,820.000 68,172.00 39,082.000 179,777.20 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 14,820.000 9,336.60 39,082.000 24,621.66 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 10,540.000 51,646.00 40,324.000 197,587.60 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 10,540.000 8,959.00 40,324.000 34,275.40 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 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 1.000 235.00 44.500 10,457.50 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 1.000 575.00 5.000 2,875.00 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 9.700 1,552.00 473.870 75,819.20 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 352.440 65,201.40 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 90.000 18,900.00 181.770 38,171.70 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 638,750.00 314.960 39,370.00 3,551.099 443,887.38 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 23.280 3,957.60 1,116.820 189,859.40 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 -49.780 -9,458.20 782.500 148,675.00 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 -40.220 -9,652.80 1,354.990 325,197.60 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 9.760 2,879.20 245.640 72,463.80 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.500 1,750.00 88.520 8,852.00 (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 29.000 5,510.00 158.430 30,101.70 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 1.630 7,335.00 39.346 177,057.00 (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 4.020 5,226.00 23.710 30,823.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 51,100.00 146.000 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 1.000 1,300.00 1.000 1,300.00 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 1.000 5,500.00 1.000 5,500.00 46 900 MM PRECAST CONCRETE PIPE INLET EA 2,500.0000 47,500.00 4.000 10,000.00 12.860 32,150.00 47 900 MM PRECAST CONCRETE PIPE MANHOLE EA 4,200.0000 109,200.00 12.000 50,400.00 39.500 165,900.00 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 3.210 786.45 61.090 14,967.05 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 4.300 3,655.00 17.340 14,739.00 (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 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 10.400 85.80 1,612.570 13,303.70 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 92.678 30,769.10 3,254.433 1,080,471.76 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 1,717.460 111,634.90 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 3,765.400 8,283.88 18,254.600 40,160.12 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 11.000 2,310.00 59.000 12,390.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 40,950.000 276,412.50 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 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,738.000 185,862.50 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 41,500.00 581.750 14,543.75 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 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 99.400 4,373.60 3,455.220 152,029.68 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 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 2,025.410 44,559.02 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 1.000 110.00 11.000 1,210.00 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 22.000 50,600.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 1.000 600.00 17.000 10,200.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 76.00 1,312.000 99,712.00 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 2,754.982 316,822.93 3,337.162 383,773.63 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 161.000 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 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 32,550.00 144.000 216.00 208.000 312.00 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 72.000 230.40 1,036.000 3,315.20 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 0.072 50,760.00 0.589 415,245.00 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 78,840.00 789.000 94,680.00 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 0.249 51,792.00 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 0.349 10,470.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.111 45,510.00 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 0.105 43,050.00 0.383 157,030.00 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 0.075 112,500.00 0.685 1,027,500.00 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 0.022 48,400.00 0.554 1,218,800.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 04/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 10:31 AM ESTIMATE NO. 46 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 04/20/07 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 04/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,742,699.88 120,744,690.11 ADJUSTMENT OF COMPENSATION 225,077.56 23,869,290.33 EXTRA WORK 170,914.20 9,502,942.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,138,691.64 154,116,922.85 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 5,138,691.64 172,459,987.80 MATERIALS ON HAND ON SITE 2,513,440.66 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -380,849.40 TOTAL 5,138,691.64 174,592,579.06 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 02/11/08 726 53 188 18 72% 69% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/27/07