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 02/27/06 EST. NO.28 TIME 08:29 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 0553 471.84 E.W. @ F.A.(+) 121505 Y 2511.0 0555 308.86 122005 Y 2514.0 0556 217.73 122705 Y 2515.0 0557 152.70 122805 Y 2516.0 0558 221.03 122905 Y 2517.0 0559 421.68 062005 Y 2535.0 0560 651.17 121305 Y 2544.0 0563 49.68 010306 Y 2554.0 0564 206.99 010406 Y 2555.0 0565 284.24 010406 Y 2556.0 0566 249.89 010606 Y 2557.0 0567 232.86 010606 Y 2558.0 0569 119.97 010906 Y 2560.0 0570 170.15 011006 Y 2562.0 0571 164.14 011006 Y 2563.0 0572 159.50 011106 Y 2565.0 0573 221.03 011006 Y 2566.0 0574 159.50 011206 Y 2568.0 0575 230.31 011306 Y 2569.0 0576 97.10 011406 Y 2570.0 0577 228.69 011606 Y 2572.0 0578 228.12 011706 Y 2575.0 0579 669.58 120705 Y 2602.0 0581 111.43 120205 Y 2629.0 0582 201.38 120605 Y 2630.0 0583 62.99 120905 Y 2631.0 0584 324.73 010506 Y 2634.0 0585 133.14 010906 Y 2635.0 0586 217.81 011006 Y 2636.0 0587 483.91 011306 Y 2637.0 0588 318.63 011806 Y 2638.0 0589 147.08 010506 Y 2639.0 0590 80.66 011806 Y 2640.0 0591 93.67 011906 Y 2641.0 0592 390.93 012006 Y 2643.0 0593 151.86 012006 Y 2644.0 0594 184.60 012506 Y 2646.0 0595 161.97 012606 Y 2647.0 0596 186.08 012706 Y 2648.0 0597 159.50 011306 Y 2650.0 0598 185.08 012706 Y 2657.0 002 0070 2,317.25 E.W. @ F.A.(+) 101905 Y 2283.0 0073 1,067.54 120105 Y 2506.0 003 0010 496.29 E.W. @ F.A.(+) 012606 Y 2653.0 004 0029 600.00 E.W. @ F.A.(+) 100405 Y 2610.0 0030 350.00 011906 Y 2611.0 005 0016 34,265.35 A.C. @ U.P.(+) 022306 N 0016 0 006 0402 273.79 E.W. @ F.A.(+) 111005 Y 2398.1 0403 23.32 120105 Y 2519.1 0406 300.99 120705 Y 2540.0 0407 97.81 121605 Y 2547.0 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 02/27/06 EST. NO.28 TIME 08:29 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 --------------------------------------------------------------------------- 0408 185.86 122005 Y 2549.0 0409 74.49 011106 Y 2567.0 0410 664.28 011306 Y 2579.0 0411 227.46 010506 Y 2580.0 0412 214.75 010306 Y 2581.0 0414 497.93 121505 Y 2585.0 0415 177.28 121405 Y 2586.0 0416 718.33 120805 Y 2587.0 0417 273.99 120705 Y 2588.0 0418 280.65 120605 Y 2589.0 0419 118.78 122005 Y 2583.0 0420 287.82 121705 Y 2584.0 0421 156.22 010906 Y 2590.0 0422 152.97 120605 Y 2593.0 0423 1,108.70 120805 Y 2597.0 0424 657.11 120705 Y 2600.0 0425 64.98 121205 Y 2632.0 0426 241.08 012606 Y 2654.0 009 0181 1,520.18 E.W. @ F.A.(+) 010306 N 2499 0 0182 508.28 010406 N 2500 0 0183 1,936.57 010406 N 2501 0 0184 2,442.61 010506 N 2502 0 0185 1,368.95 011206 N 2503 0 0186 2,314.69 011006 N 2495 0 0187 620.49 120805 Y 2542.0 0189 1,654.78 011606 N 2620 0 0190 1,523.23 011906 N 2621 0 0191 1,724.80 012806 N 2622 0 0192 2,307.83 013006 N 2623 0 0193 1,223.30 020206 N 2624 0 011 0092 1,107.60 E.W. @ F.A.(+) 012006 Y 2577.0 0093 1,279.20 011306 Y 2578.0 0094 1,151.20 012706 Y 2651.0 0095 1,102.00 020306 Y 2663.0 013 0062 1,049.51 E.W. @ F.A.(+) 101405 N 2492.0 0064 743.42 010906 Y 2561.0 019 0028 77.82 E.W. @ F.A.(+) 020106 Y 2652.0 022 0074 278.47 E.W. @ F.A.(+) 042204 N 1630 0 0075 846.85 042104 N 1631 0 0078 400.28 120705 Y 2541.0 0079 302.16 011606 Y 2571.0 0081 177.84 020106 Y 2676.0 027 0102 1,015.73 E.W. @ F.A.(+) 122705 Y 2553.0 0103 259.90 011006 Y 2564.0 031 0087 770.80 E.W. @ F.A.(+) 111905 Y 2591.0 0088 444.11 120305 Y 2592.0 0089 769.03 120905 Y 2594.0 0090 734.76 010606 Y 2595.0 0091 1,354.46 011206 Y 2596.0 0092 1,977.32 011006 Y 2598.0 0093 1,113.01 012306 Y 2655.0 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 02/27/06 EST. NO.28 TIME 08:29 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 --------------------------------------------------------------------------- 0094 868.92 011906 Y 2656.0 032 0086 1,552.53 E.W. @ F.A.(+) 090605 Y 1931.1 034 0044 343.20 E.W. @ F.A.(+) 091405 Y 1954.1 0045 137.38 012306 Y 2645.0 036 0007 4,547.79 E.W. @ F.A.(+) 101105 Y 2161 0 0009 617.07 101305 Y 2214 0 0010 930.38 010406 Y 2607.0 040 0038 1,461.80 E.W. @ F.A.(+) 102605 Y 2309.0 0039 46,302.25 E.W. @ L.S.(+) 022406 N 0039 0 0040 73,498.32 E.W. @ U.P (+) 022406 N 0040 0 046 0215 166.88 E.W. @ F.A.(+) 111705 Y 2407.1 0217 186.93 121205 Y 2603.0 0220 354.41 121305 Y 2633.0 0221 266.64 012606 Y 2658.0 0222 1,010.65 121405 Y 2660.0 0223 331.43 111705 Y 2661.0 062 0004 935.40 E.W. @ F.A.(+) 011806 N 2625 0 0005 752.11 020206 N 2626 0 079 0041 146.07 E.W. @ F.A.(+) 101105 Y 2163.1 082 0055 321.10 E.W. @ F.A.(+) 112305 Y 2536.0 0056 223.30 122105 Y 2551.0 088 0054 1,293.63 A.C. @ F.A.(+) 101005 N 2114.1 0055 22,080.65 091605 N 2109.2 094 0069 1,539.98 A.C. @ F.A.(+) 011606 Y 2523.0 095 0002 15,408.00 A.C. @ L.S.(+) 022006 N 0002 0 108 0025 288.43 E.W. @ F.A.(+) 031505 Y 0926.2 121 0025 2,770.91 E.W. @ F.A.(+) 042505 Y 1917 0 0026 207.42 081605 Y 1842.1 0027 343.20 091205 Y 1978.1 145 0012 723.60 E.W. @ F.A.(+) 090605 Y 1898 0 0013 439.02 072805 Y 2056 0 0014 683.30 070605 Y 2057 0 0015 2,986.57 070605 Y 2058 0 0016 3,149.81 070705 Y 2059 0 0017 242.78 070705 Y 2060 0 0018 2,887.60 071105 Y 2061 0 0019 2,823.34 062905 Y 2062 0 0020 3,095.54 063005 Y 2063 0 0021 2,418.32 072905 Y 2065 0 149 0040 311.19 E.W. @ F.A.(+) 112205 N 2435.0 154 0022 1,285.46 E.W. @ F.A.(+) 072305 Y 1880.1 160 0002 5,984.67 E.W. @ F.A.(+) 112205 N 2496 0 0003 1,492.74 112305 N 2497 0 0004 1,281.29 112805 N 2498 0 184 0001 1,896.34 E.W. @ L.S.(+) 020306 N 0001 0 0002 8,253.39 E.W. @ U.P (+) 020306 N 0002 0 192 0001 595.95 E.W. @ F.A.(+) 111405 Y 2526.0 0003 2,093.77 110205 Y 2528.0 0004 372.47 110405 Y 2529.0 0006 1,080.91 103105 Y 2531.0 0007 1,689.10 110105 Y 2532.0 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 02/27/06 EST. NO.28 TIME 08:29 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 --------------------------------------------------------------------------- 0008 374.02 110205 Y 2533.0 0009 491.42 110305 Y 2534.0 0011 838.85 012006 Y 2659.0 317,886.64 TOTAL THIS ESTIMATE 16,260,713.12 TOTAL PREVIOUS ESTIMATE 16,578,599.76 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 02/27/06 EST. NO.28 TIME 08:29 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 28 131.20 -344,415.87 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 02 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 02/27/06 EST. NO.28 TIME 08:29 AM R.E. NAME: LOPEZ, JOE 08-334844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 0.00 -20,000.00 TOTAL DEDUCTIONS 131.20 -364,415.87 PROGRAM CAS145 PAGE 1 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 LOCATION PROGRESS ESTIMATE 08-RIV-215-R37.7/43.9 ----------------- 08-RIV-91-20.3/21.6 WASHINGTON/OBAYASHI IN RIVERSIDE COUNTY IN RIVERSIDE 08-RIV-60-11.5/13.7 P.O. BOX 600 AND MORENO VALLEY AT VARIOUS HIGHLAND, CA 92346 LOCATIONS FED. AID NO. ACNH-215 -1(219)92N,I-215 -1(219)92N,ACNH-X065(80)N WIDEN EXISTING FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CHANGEABLE MESSAGE SIGN SYSTEM LS 110,000.0000 110,000.00 0.000 0.00 02 COMMUNICATIONS HUB ASSEMBLY LS 255,000.0000 255,000.00 0.000 0.00 03 MICROWAVE WIRELESS DETECTION SENSOR EA 15,000.0000 90,000.00 0.000 0.00 SYSTEM 04 COMMUNICATION HUB STRUCTURE LS 30,000.0000 30,000.00 0.000 0.00 05 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 800,000.0000 800,000.00 0.046 36,800.00 0.313 250,400.00 06 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.020 400.00 0.700 14,000.00 07 TIME-RELATED OVERHEAD WDAY 6,900.0000 4,968,000.00 19.000 131,100.00 457.000 3,153,300.00 08 TEMPORARY FENCE (TYPE CL-1.8) M 25.0000 272,500.00 4,896.420 122,410.50 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 0.616 308,000.00 12 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 0.010 1,000.00 0.617 61,700.00 13 TRAFFIC CONTROL SYSTEM LS 1000,000.0000 1,000,000.00 0.010 10,000.00 0.730 730,000.00 S) 14 TYPE II BARRICADE EA 35.0000 3,255.00 40.000 1,400.00 S) 15 TYPE III BARRICADE EA 65.0000 3,705.00 119.000 7,735.00 S) 16 TEMPORARY PAVEMENT MARKING M2 30.0000 6,000.00 41.840 1,255.20 447.700 13,431.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6500 98,150.00 4,323.500 2,810.28 114,908.570 74,690.57 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 28.0000 43,680.00 67.000 1,876.00 1,415.000 39,620.00 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 140,700.00 158.000 553.00 31,186.000 109,151.00 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 1,457.800 34,987.20 40,079.670 961,912.08 S) PROGRAM CAS145 PAGE 2 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 140.0000 201,600.00 172.000 24,080.00 1,447.000 202,580.00 S) 24 TEMPORARY TRAFFIC SCREEN M 2.7000 178,470.00 1,448.590 3,911.19 27,038.280 73,003.36 S) 25 ABANDON INLET EA 1,000.0000 26,000.00 5.000 5,000.00 13.000 13,000.00 26 ABANDON PIPELINE M 29.0000 64,960.00 183.000 5,307.00 1,019.730 29,572.17 27 OBLITERATE SURFACING M2 1.3000 176,800.00 198.550 258.12 13,911.790 18,085.33 28 REMOVE CHAIN LINK FENCE M 17.0000 157,930.00 166.300 2,827.10 9,843.750 167,343.75 29 REMOVE MARKER EA 20.0000 400.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING M 22.0000 133,320.00 6,237.040 137,214.88 31 REMOVE TRAFFIC STRIPE M 1.5000 64,050.00 2,282.560 3,423.84 45,961.330 68,942.00 32 REMOVE TRAFFIC STRIPE (YELLOW) M 2.0000 70,800.00 17,866.700 35,733.40 33 REMOVE PAINTED TRAFFIC STRIPE M 1.5000 232,500.00 596.240 894.36 24,543.450 36,815.18 34 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 5,700.00 31.550 946.50 329.780 9,893.40 35 REMOVE PAVEMENT MARKER EA 1.0000 26,100.00 22,887.000 22,887.00 36 REMOVE ROADSIDE SIGN EA 100.0000 39,000.00 1.000 100.00 40.000 4,000.00 37 REMOVE SIGN STRUCTURE EA 3,000.0000 156,000.00 37.500 112,500.00 38 REMOVE SIGN PANEL EA 350.0000 1,400.00 0.000 0.00 39 REMOVE PIPE M 70.0000 243,600.00 37.600 2,632.00 1,520.920 106,464.40 40 REMOVE INLET EA 540.0000 64,800.00 4.000 2,160.00 45.000 24,300.00 41 REMOVE HEADWALL EA 540.0000 28,620.00 34.000 18,360.00 42 REMOVE MANHOLE EA 700.0000 11,900.00 15.000 10,500.00 43 REMOVE RETAINING WALL M3 23.0000 50,140.00 1,175.000 27,025.00 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 128,000.00 530.000 10,600.00 47 SALVAGE METAL BEAM GUARD RAILING M 25.0000 22,250.00 388.320 9,708.00 48 RECONSTRUCT CHAIN LINK FENCE M 40.0000 6,800.00 14.000 560.00 14.000 560.00 49 RESET MARKER EA 40.0000 560.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 RESET ROADSIDE SIGN EA 150.0000 25,500.00 12.000 1,800.00 51 RELOCATE ROADSIDE SIGN EA 250.0000 42,500.00 4.000 1,000.00 44.500 11,125.00 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 0.000 0.00 54 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.6000 119,200.00 12,200.670 19,521.07 S) (45 MM MAXIMUM) 55 REMOVE CONCRETE (CHANNEL) M3 75.0000 84,000.00 612.640 45,948.00 56 REMOVE CONCRETE BARRIER M 35.0000 234,500.00 1,632.800 57,148.00 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 90.830 4,541.50 1,656.740 82,837.00 61 REMOVE SOUND WALL M2 20.0000 78,200.00 2,208.010 44,160.20 62 CAP INLET EA 500.0000 22,500.00 1.000 500.00 4.000 2,000.00 63 REMOVE CRASH CUSHION EA 150.0000 1,800.00 9.000 1,350.00 64 BRIDGE REMOVAL LS 650,000.0000 650,000.00 0.643 417,950.00 65 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.044 4,400.00 0.337 33,700.00 66 PUMP STATION REMOVAL LS 18,000.0000 18,000.00 0.500 9,000.00 67 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 68 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.010 1,000.00 0.874 87,400.00 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 30,851.100 372,989.80 321,840.450 3,891,051.04 71 LEAD COMPLIANCE PLAN LS 30,000.0000 30,000.00 0.750 22,500.00 72 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 2,392,500.00 20,004.000 1,500,300.00 F) 73 STRUCTURE EXCAVATION (TYPE D) M3 15.0000 9,750.00 0.000 0.00 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 22,400.00 504.000 20,160.00 F) 76 STRUCTURE EXCAVATION (RETAINING WALL) M3 30.0000 2,268,090.00 3,551.000 106,530.00 64,046.300 1,921,389.00 F) PROGRAM CAS145 PAGE 4 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 1,090,000.00 6,306.000 315,300.00 F) 78 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 2,250,990.00 24,975.200 874,132.00 F) 79 PERVIOUS BACKFILL MATERIAL (RETAINING M3 35.0000 24,850.00 155.300 5,435.50 F) WALL) 80 SAND BACKFILL M3 70.0000 58,100.00 139.180 9,742.60 404.760 28,333.20 81 DITCH EXCAVATION M3 20.0000 50,000.00 466.650 9,333.00 82 EARTH RETAINING STRUCTURE M2 265.0000 2,456,550.00 360.000 95,400.00 2,952.000 782,280.00 F) 83 SOIL NAIL ASSEMBLY M 46.0000 1,855,824.00 2,335.000 107,410.00 19,345.000 889,870.00 F) 84 IMPORTED BORROW M3 0.0100 2,650.00 2,568.100 25.68 85 HIGHWAY PLANTING LS 220,000.0000 220,000.00 0.107 23,540.00 S) 86 ROCK BLANKET (TYPE 1) M2 56.0000 1,568,000.00 0.000 0.00 S) 87 INTERLOCKING PAVERS M2 75.0000 40,500.00 0.000 0.00 S) 88 EROSION CONTROL (BLANKET) M2 4.0000 20,800.00 0.000 0.00 89 STRAW (EROSION CONTROL) TONN 370.0000 118,400.00 9.562 3,537.94 S) 90 FIBER (EROSION CONTROL) KG 0.8500 54,400.00 3,824.900 3,251.17 S) 91 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 120,000.00 71.720 5,379.00 S) 92 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 30,000.00 717.200 896.50 S) 93 STABILIZING EMULSION (EROSION CONTROL) KG 2.3000 32,200.00 478.100 1,099.63 S) 94 TRANSPLANT PALM TREE EA 1,850.0000 33,300.00 0.000 0.00 95 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 96 IRRIGATION SYSTEM LS 190,000.0000 190,000.00 0.195 37,050.00 S) 97 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 70,950.00 236.430 35,464.50 98 300 MM CORRUGATED STEEL PIPE CONDUIT M 85.0000 22,100.00 96.000 8,160.00 543.900 46,231.50 S) (1.63 MM THICK) 99 300 MM WELDED STEEL PIPE CONDUIT M 155.0000 24,800.00 0.000 0.00 S) (6.35 MM THICK) 00 EXTEND 300 MM CONDUIT M 220.0000 7,700.00 0.000 0.00 S) 01 MAINTENANCE VEHICLE PULLOUT EA 3,500.0000 112,000.00 0.000 0.00 02 FINISHING ROADWAY LS 150,000.0000 150,000.00 0.000 0.00 03 CLASS 1 AGGREGATE SUBBASE M3 32.0000 2,892,800.00 4,649.400 148,780.80 20,840.570 666,898.24 PROGRAM CAS145 PAGE 5 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CLASS 2 AGGREGATE BASE M3 40.0000 2,912,000.00 2,008.070 80,322.80 21,478.220 859,128.80 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 4,732.650 634,175.10 07 ASPHALT TREATED PERMEABLE BASE M3 105.0000 57,750.00 629.330 66,079.65 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 0.000 0.00 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 6,222.090 276,883.01 56,724.160 2,524,225.12 12 ASPHALT CONCRETE (OPEN GRADED) TONN 42.5000 1,075,250.00 0.000 0.00 13 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 22.0000 512,600.00 530.000 11,660.00 818.440 18,005.68 AREA) 14 PLACE ASPHALT CONCRETE DIKE M 4.0000 67,200.00 1,998.350 7,993.40 (TYPE A,C,E,F) 15 ASPHALTIC EMULSION (PAINT BINDER) TONN 300.0000 210,000.00 0.000 0.00 16 CONCRETE PAVEMENT M3 189.0000 7,541,100.00 5,365.230 1,014,028.47 17 CONCRETE PAVEMENT (RAMP TERMINI) M3 190.0000 459,800.00 244.600 46,474.00 403.280 76,623.20 18 REPLACE CONCRETE PAVEMENT M3 830.0000 1,369,500.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 19 SEAL PAVEMENT JOINT M 6.1000 305,000.00 1,337.530 8,158.93 20 SEAL LONGITUDINAL ISOLATION JOINT M 17.0000 132,600.00 475.800 8,088.60 21 GRIND EXISTING CONCRETE M2 10.0000 75,100.00 80.000 800.00 S) PAVEMENT 22 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 310.0000 230,020.00 804.470 249,385.70 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 425,320.00 204.200 400,232.00 204.200 400,232.00 S) PILING 27 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 207,200.00 0.000 0.00 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 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRIVE PILE (CLASS 625) EA 1,500.0000 195,000.00 125.000 187,500.00 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 85.000 127,500.00 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 0.000 0.00 S) PILING (TYPE 5 MODIFIED) 37 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2000,000.0000 2,000,000.00 0.277 554,000.00 S) 38 TIEBACK ANCHOR EA 2,600.0000 566,800.00 212.800 553,280.00 S) 39 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 175.0000 885,500.00 336.000 58,800.00 3,513.800 614,915.00 F) 40 STRUCTURAL CONCRETE, BRIDGE M3 445.0000 23,340,250.00 948.000 421,860.00 17,887.000 7,959,715.00 F) 41 STRUCTURAL CONCRETE, RETAINING WALL M3 340.0000 8,645,520.00 1,401.900 476,646.00 13,538.300 4,603,022.00 F) 42 STRUCTURE CONCRETE (PUMPING PLANT) M3 700.0000 140,000.00 194.000 135,800.00 F) 43 STRUCTURAL CONCRETE, BARRIER SLAB M3 300.0000 336,000.00 17.000 5,100.00 957.000 287,100.00 F) 44 STRUCTURAL CONCRETE, APPROACH SLAB M3 480.0000 1,089,600.00 255.470 122,625.60 (TYPE N) 45 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 688,000.00 0.000 0.00 (TYPE R) 46 JACKING SUPERSTRUCTURE LS 20,000.0000 20,000.00 0.000 0.00 47 CLASS A CONCRETE (STRUCTURE) M3 380.0000 1,447,800.00 47.050 17,879.00 1,452.600 551,988.00 48 CLASS 3 CONCRETE (BACKFILL) M3 180.0000 72,000.00 0.000 0.00 F) 49 MINOR CONCRETE (MINOR STRUCTURE) M3 900.0000 1,341,000.00 4.940 4,446.00 419.455 377,509.50 F) 50 MINOR CONCRETE (STAIRWAY) M3 1,200.0000 55,200.00 46.000 55,200.00 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 0.000 0.00 F) 53 FRACTURED RIB TEXTURE M2 75.0000 790,500.00 618.000 46,350.00 5,087.000 381,525.00 F) 54 SPLITFACE RUNNING BOND TEXTURE M2 85.0000 842,265.00 1,423.000 120,955.00 F) 55 FRACTURED RIB SPLIT SLATE TEXTURE M2 75.0000 1,088,325.00 3,382.000 253,650.00 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 39,000.00 423.450 27,524.25 PROGRAM CAS145 PAGE 7 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,200.0000 202,800.00 38.000 197,600.00 S) GIRDER (5 M - 10 M) 59 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,600.0000 336,600.00 19.000 125,400.00 S) GIRDER (10 M - 15 M) 60 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,600.0000 494,000.00 0.000 0.00 S) GIRDER (15 M - 20 M) 61 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,700.0000 554,400.00 0.000 0.00 S) GIRDER (20 M - 25 M) 62 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,500.0000 66,500.00 0.000 0.00 S) GIRDER (25 M - 30 M) 63 FURNISH PRECAST PRESTRESSED CONCRETE EA 14,000.0000 98,000.00 0.000 0.00 S) GIRDER (30 M - 35 M) 64 ERECT PRECAST PRESTRESSED CONCRETE EA 1,400.0000 337,400.00 57.000 79,800.00 S) GIRDER 65 REFINISH BRIDGE DECK M2 200.0000 4,200.00 0.000 0.00 66 FURNISH POLYESTER CONCRETE OVERLAY M3 2,500.0000 7,500.00 0.000 0.00 67 PLACE POLYESTER CONCRETE OVERLAY M2 75.0000 3,225.00 0.000 0.00 F) 68 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 130.0000 1,564,420.00 4,098.000 532,740.00 SF) 69 SOUND WALL (MASONRY BLOCK) M2 115.0000 48,300.00 385.000 44,275.00 SF) 70 PTFE SPHERICAL BEARING EA 5,500.0000 99,000.00 0.000 0.00 S) 71 MASONRY BLOCK WALL M2 125.0000 13,750.00 55.000 6,875.00 SF) 72 JOINT SEAL (MR 30 MM) M 125.0000 39,375.00 0.000 0.00 S) 73 JOINT SEAL ASSEMBLY (MR 70 MM) M 410.0000 5,740.00 0.000 0.00 S) 74 JOINT SEAL ASSEMBLY (MR 80 MM) M 435.0000 23,055.00 0.000 0.00 S) 75 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 94,500.00 0.000 0.00 S) 76 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,100.0000 29,400.00 0.000 0.00 S) 77 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,000.0000 330,000.00 0.000 0.00 S) 78 JOINT SEAL (MR 40 MM) M 155.0000 38,750.00 0.000 0.00 S) 79 JOINT SEAL (MR 50 MM) M 175.0000 107,625.00 145.000 25,375.00 S) 80 BAR REINFORCING STEEL KG 1.2000 326,730.00 5,043.000 6,051.60 162,048.410 194,458.09 SF) 81 BAR REINFORCING STEEL (BRIDGE) KG 1.3200 12,466,212.00 209,067.000 275,968.44 5,154,819.780 6,804,362.11 S) 82 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4500 3,059,892.95 78,824.000 114,294.80 1,246,955.000 1,808,084.75 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 60.000 25,500.00 1,029.000 437,325.00 F) PROGRAM CAS145 PAGE 8 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ASPHALT MEMBRANE WATERPROOFING M2 80.0000 3,280.00 0.000 0.00 SF) 86 TREAT BRIDGE DECK M2 4.0000 43,020.00 0.000 0.00 F) 87 FURNISH BRIDGE DECK TREATMENT MATERIAL L 38.0000 166,326.00 0.000 0.00 (LOW ODOR) 88 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.5000 20,800.00 0.000 0.00 SF)WITH WALKWAY) 89 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.5000 11,200.00 0.000 0.00 SF)WITH WALKWAY) 90 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.6000 1,542,978.00 0.000 0.00 SF) 91 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.6300 211,320.90 0.000 0.00 SF) 92 FURNISH SIGN STRUCTURE (TRUSS) KG 4.9000 323,498.00 0.000 0.00 SF) 93 INSTALL SIGN STRUCTURE (TRUSS) KG 0.8500 56,117.00 0.000 0.00 SF) 94 920 MM CAST-IN-DRILLED-HOLE M 1,200.0000 804,000.00 36.900 44,280.00 S) CONCRETE PILE (SIGN FOUNDATION) 95 1070 MM CAST-IN-DRILLED-HOLE M 1,500.0000 45,000.00 34.450 51,675.00 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 21.000 4,935.00 98 ROADSIDE SIGN - TWO POST EA 575.0000 27,600.00 0.000 0.00 99 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 1,265.00 5.000 575.00 METHOD) 00 INSTALL SIGN PANEL ON EXISTING FRAME M2 90.0000 6,300.00 0.000 0.00 01 PREPARE AND PAINT CONCRETE M2 21.5000 213,688.50 0.000 0.00 F) 02 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 156,800.00 62.400 9,984.00 161.280 25,804.80 03 600 MM ALTERNATIVE PIPE CULVERT M 185.0000 79,550.00 4.500 832.50 170.980 31,631.30 04 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 163,800.00 1.000 210.00 78.800 16,548.00 05 300 MM REINFORCED CONCRETE PIPE M 175.0000 19,250.00 65.180 11,406.50 06 450 MM REINFORCED CONCRETE PIPE M 125.0000 638,750.00 99.930 12,491.25 2,282.789 285,348.63 07 600 MM REINFORCED CONCRETE PIPE M 170.0000 151,300.00 4.440 754.80 794.890 135,131.30 08 750 MM REINFORCED CONCRETE PIPE M 190.0000 134,900.00 523.470 99,459.30 09 900 MM REINFORCED CONCRETE PIPE M 240.0000 182,400.00 6.100 1,464.00 751.190 180,285.60 10 1050 MM REINFORCED CONCRETE PIPE M 295.0000 76,700.00 133.490 39,379.55 11 1200 MM REINFORCED CONCRETE PIPE M 340.0000 23,800.00 270.330 91,912.20 PROGRAM CAS145 PAGE 9 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 1275 MM REINFORCED CONCRETE PIPE M 420.0000 37,800.00 186.050 78,141.00 13 1350 MM REINFORCED CONCRETE PIPE M 395.0000 35,550.00 31.600 12,482.00 14 1800 MM REINFORCED CONCRETE PIPE M 545.0000 109,000.00 144.990 79,019.55 15 2100 MM REINFORCED CONCRETE PIPE M 7,200.0000 1,008,000.00 0.000 0.00 (CLASS V SPECIAL) 16 JACKED 1050 MM REINFORCED CONCRETE PIPE M 3,500.0000 735,000.00 152.310 533,085.00 (CLASS III) 17 JACKED 1500 MM REINFORCED CONCRETE PIPE M 2,100.0000 294,000.00 141.260 296,646.00 (CLASS III) 18 300 MM CORRUGATED STEEL PIPE M 100.0000 7,200.00 44.560 4,456.00 (2.01 MM THICK) 19 450 MM CORRUGATED STEEL PIPE M 108.0000 23,760.00 23.650 2,554.20 (2.01 MM THICK) 20 600 MM CORRUGATED STEEL PIPE M 130.0000 16,900.00 0.000 0.00 (2.01 MM THICK) 21 750 MM CORRUGATED STEEL PIPE M 195.0000 3,900.00 42.670 8,320.65 (2.01 MM THICK) 22 900 MM CORRUGATED STEEL PIPE M 250.0000 7,500.00 27.280 6,820.00 (3.51 MM THICK) 23 1800 MM CORRUGATED STEEL PIPE M 420.0000 38,640.00 91.610 38,476.20 (3.51 MM THICK) 24 450 MM SLOTTED CORRUGATED STEEL PIPE M 280.0000 53,200.00 0.000 0.00 (2.01 MM THICK) 25 80 MM PLASTIC PIPE (EDGE DRAIN) M 120.0000 13,200.00 20.000 2,400.00 237.030 28,443.60 26 80 MM PLASTIC PIPE SLOTTED (EDGE DRAIN) M 35.0000 39,550.00 648.200 22,687.00 27 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 6,500.00 0.000 0.00 (1.63 MM THICK) 28 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 128.0000 19,200.00 0.000 0.00 (1.63 MM THICK) 29 200 MM ENTRANCE TAPER EA 675.0000 675.00 0.000 0.00 30 300 MM ENTRANCE TAPER EA 750.0000 5,250.00 0.000 0.00 31 200 MM DOWNDRAIN SLIP JOINT EA 240.0000 240.00 0.000 0.00 32 300 MM DOWNDRAIN SLIP JOINT EA 290.0000 870.00 0.000 0.00 33 200 MM ANCHOR ASSEMBLY EA 250.0000 250.00 0.000 0.00 34 300 MM ANCHOR ASSEMBLY EA 290.0000 1,160.00 0.000 0.00 35 GRATED LINE DRAIN M 190.0000 123,500.00 37.300 7,087.00 36 300 MM CORRUGATED STEEL PIPE RISER M 4,500.0000 9,000.00 3.440 15,480.00 (2.01 MM THICK) 37 450 MM CORRUGATED STEEL PIPE RISER M 1,900.0000 5,700.00 0.800 1,520.00 (2.77 MM THICK) 38 900 MM CORRUGATED STEEL PIPE RISER M 1,300.0000 36,400.00 8.570 11,141.00 (3.51 MM THICK) PROGRAM CAS145 PAGE 10 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 413 MM WELDED STEEL PIPE CASING (BRIDGE) M 350.0000 51,100.00 0.000 0.00 (NATURAL GAS) 40 508 MM WELDED STEEL PIPE CASING (BRIDGE) M 425.0000 44,625.00 0.000 0.00 (NATURAL GAS) 41 610 MM WELDED STEEL PIPE CASING (BRIDGE) M 240.0000 35,280.00 0.000 0.00 42 300 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 0.000 0.00 43 450 MM ALTERNATIVE FLARED END SECTION EA 1,300.0000 2,600.00 0.000 0.00 44 750 MM ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 0.000 0.00 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 2.000 8,400.00 20.000 84,000.00 48 ROCK SLOPE PROTECTION (1T, METHOD A) M3 75.0000 123,000.00 0.000 0.00 49 ROCK SLOPE PROTECTION M3 245.0000 29,400.00 0.000 0.00 (FACING, METHOD B) 50 ROCK SLOPE PROTECTION M3 850.0000 19,550.00 2.160 1,836.00 13.040 11,084.00 (BACKING NO. 2, METHOD B) 51 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 125.0000 8,375.00 17.800 2,225.00 89.880 11,235.00 52 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 1,400.0000 5,600.00 852.000 1,192,800.00 53 CLASS 3 CONCRETE (CHANNEL LINING) M3 375.0000 236,250.00 193.860 72,697.50 54 SLOPE PAVING (CONCRETE) M3 360.0000 154,800.00 0.000 0.00 F) 55 SLOPE PAVING (ROCK BLANKET) M2 150.0000 124,500.00 0.000 0.00 F) 56 ROCK SLOPE PROTECTION FABRIC M2 8.2500 10,725.00 49.070 404.83 1,397.870 11,532.43 57 MINOR CONCRETE (MISC CONSTRUCTION, CURB, M3 332.0000 1,620,160.00 31.230 10,368.36 2,102.021 697,870.97 CURB AND GUTTER, ISLAND PAVING, DRIVEWAY SIDEWALK, CURB RAMP 58 MINOR CONCRETE (GUTTER) M 65.0000 307,970.00 136.200 8,853.00 642.500 41,762.50 F) 59 DRAINAGE PUMPING EQUIPMENT LS 125,000.0000 125,000.00 0.968 121,000.00 S) 60 PUMPING PLANT ELECTRICAL EQUIPMENT LS 10,000.0000 10,000.00 0.950 9,500.00 S) 61 MISCELLANEOUS IRON AND STEEL KG 2.2000 75,198.20 469.000 1,031.80 5,350.200 11,770.44 SF) 62 MANHOLE FRAME AND COVER EA 210.0000 14,700.00 2.000 420.00 29.000 6,090.00 S) 63 MISCELLANEOUS METAL KG 6.7500 264,735.00 17,690.000 119,407.50 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 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 MISCELLANEOUS METAL (BRIDGE) KG 6.2500 240,625.00 11,887.000 74,293.75 SF) 66 ISOLATION CASING KG 4.0000 157,200.00 0.000 0.00 SF) 67 PUMPING PLANT METAL WORK KG 13.0000 52,000.00 408.000 5,304.00 SF) 68 CHAIN LINK FENCE (TYPE CL-0.9) M 25.0000 41,500.00 0.000 0.00 S) 69 CHAIN LINK FENCE (TYPE CL-1.8) M 32.0000 492,800.00 1,990.850 63,707.20 S) 70 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 7,200.00 0.000 0.00 S) 71 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 69,600.00 3.000 3,600.00 S) 72 SURVEY MONUMENT EA 500.0000 30,000.00 0.000 0.00 73 DELINEATOR (CLASS 1) EA 40.0000 8,000.00 0.000 0.00 S) 74 OBJECT MARKER (TYPE L-1) EA 40.0000 640.00 0.000 0.00 S) 75 METAL BEAM GUARD RAILING M 44.0000 411,400.00 16.100 708.40 1,048.610 46,138.84 S) 76 CHAIN LINK RAILING (TYPE 7) M 105.0000 97,545.00 432.000 45,360.00 S) 77 CHAIN LINK RAILING (TYPE 7L) M 115.0000 26,450.00 0.000 0.00 SF) 78 TUBULAR HANDRAILING M 160.0000 85,120.00 0.000 0.00 SF) 79 TUBULAR HANDRAILING (STAIRWAY) M 160.0000 12,800.00 0.000 0.00 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 412,560.00 444.000 159,840.00 F) 82 DOUBLE THRIE BEAM BARRIER M 65.0000 9,750.00 114.400 7,436.00 S) 83 CABLE RAILING M 22.0000 128,590.00 880.400 19,368.80 SF) 84 TERMINAL CONNECTOR EA 320.0000 320.00 0.000 0.00 S) 85 TERMINAL SECTION (TYPE C) EA 125.0000 125.00 0.000 0.00 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 3.000 330.00 S) 88 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 27,000.00 0.000 0.00 S) 89 TERMINAL SYSTEM (TYPE SRT) EA 2,300.0000 151,800.00 10.000 23,000.00 S) 90 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 39,600.00 2.000 1,200.00 9.000 5,400.00 S) 91 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 725.0000 10,150.00 0.000 0.00 S) PROGRAM CAS145 PAGE 12 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 92 RETURN SECTION EA 105.0000 105.00 0.000 0.00 S) 93 CRASH CUSHION (TYPE CAT) EA 5,700.0000 51,300.00 0.000 0.00 S) 94 CRASH CUSHION (TYPE CAT) BACKUP EA 525.0000 5,250.00 0.000 0.00 S) 95 CRASH CUSHION (ADIEM) EA 19,000.0000 19,000.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 60) M 105.0000 300,300.00 0.000 0.00 97 CONCRETE BARRIER (TYPE 60A) M 120.0000 5,160.00 0.000 0.00 F) 98 CONCRETE BARRIER (TYPE 60C) M 160.0000 235,200.00 0.000 0.00 99 CONCRETE BARRIER (TYPE 60D) M 76.0000 479,408.00 492.000 37,392.00 F) 00 CONCRETE BARRIER (TYPE 60E) M 440.0000 4,400.00 0.000 0.00 01 CONCRETE BARRIER (TYPE 60G) M 210.0000 6,300.00 0.000 0.00 02 CONCRETE BARRIER (TYPE 60GA) M 210.0000 6,930.00 0.000 0.00 F) 03 CONCRETE BARRIER (TYPE 60GC) M 160.0000 219,200.00 0.000 0.00 04 CONCRETE BARRIER (TYPE 60S) M 105.0000 84,000.00 0.000 0.00 05 CONCRETE BARRIER (TYPE 60SA) M 135.0000 5,400.00 0.000 0.00 F) 06 CONCRETE BARRIER (TYPE 60SC) M 115.0000 142,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60 E MODIFIED) M 750.0000 225,000.00 0.000 0.00 08 CONCRETE BARRIER (TYPE 60 GE MODIFIED) M 300.0000 51,000.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60 R MODIFIED) M 900.0000 936,000.00 0.000 0.00 10 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 2,420.00 82.000 18,040.00 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 0.000 0.00 F) 13 CONCRETE BARRIER (TYPE 732) M 125.0000 97,125.00 12.000 1,500.00 F) 14 CONCRETE BARRIER (TYPE 732A) M 135.0000 64,125.00 0.000 0.00 F) 15 CONCRETE BARRIER (TYPE 736) M 145.0000 150,510.00 0.000 0.00 F) 16 CONCRETE BARRIER (TYPE 736A) M 148.0000 399,452.00 127.500 18,870.00 F) 17 CONCRETE BARRIER (TYPE 736 MODIFIED) M 185.0000 1,085,025.00 94.500 17,482.50 94.500 17,482.50 F) 18 CONCRETE BARRIER (TYPE 736SV) M 175.0000 222,250.00 734.100 128,467.50 PROGRAM CAS145 PAGE 13 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 165.0000 204,600.00 26.220 4,326.30 240.020 39,603.30 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 43.280 9,954.40 93.280 21,454.40 F) 24 THERMOPLASTIC PAVEMENT MARKING M2 37.0000 67,710.00 112.900 4,177.30 S) 25 THERMOPLASTIC TRAFFIC STRIPE M 0.5000 87,500.00 0.000 0.00 S) (SPRAYABLE) 26 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 8,800.00 4,221.100 2,110.55 S) 27 PAINT PAVEMENT MARKING (2-COAT) M2 23.0000 25,990.00 18.400 423.20 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 82,240.00 470.000 1,504.00 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 0.004 2,820.00 0.189 133,245.00 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 1.000 120.00 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 0.006 1,248.00 0.146 30,368.00 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 0.034 1,020.00 0.082 2,460.00 S) (LOCATION 1,2) 40 CLOSED CIRCUIT TELEVISION SYSTEM LS 410,000.0000 410,000.00 0.006 2,460.00 0.045 18,450.00 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 0.004 1,640.00 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 0.012 18,000.00 0.074 111,000.00 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 0.019 41,800.00 0.313 688,600.00 S) 44 MODIFY COMMUNICATION HUB ASSEMBLY LS 115,000.0000 115,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 14 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 45 MODIFY TRAFFIC MANAGEMENT CENTER LS 100,000.0000 100,000.00 0.000 0.00 S) 46 SYSTEM TESTING AND DOCUMENTATION LS 75,000.0000 75,000.00 0.517 38,775.00 S) 48 ENVIRONMENTAL RESTORATION LS 35,000.0000 35,000.00 0.000 0.00 S) 49 TIRE SHRED BACKFILL M3 22.0000 29,018.00 0.000 0.00 PROGRAM CAS145 PAGE 15 DATE 02/27/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-334844 TIME 08:29 AM ESTIMATE NO. 28 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 02/17/06 R.E. NAME: LOPEZ, JOE DATE OF THIS ESTIMATE 02/27/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,596,539.28 66,282,712.78 ADJUSTMENT OF COMPENSATION 74,587.61 12,225,777.78 EXTRA WORK 243,299.03 4,352,821.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,914,425.92 82,861,312.54 47 MOBILIZATION LS 8343,064.9500 18,343,064.95 0.950 17,425,911.70 ORIGINAL CONTRACT AMOUNT 185,955,000.00 TOTAL WORK COMPLETED 3,914,425.92 100,287,224.24 MATERIALS ON HAND ON SITE 2,147,408.47 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 131.20 -364,415.87 TOTAL 3,914,557.12 102,070,216.84 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 08/15/07 452 34 93 12 47% 47% PROGRESS IS SATISFACTORY LOPEZ, JOE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/27/06