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 08/26/08 EST. NO.37 TIME 08:36 AM R.E. NAME: LONGAZO, RON 07-182204 --------------------------------------------------------------------------- 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 0049 4,789.46 E.W. @ F.A.(+) 061108 N 527 0 0054 2,538.67 061708 N 540A 0 0055 940.95 063008 N 550 0 0056 1,143.63 062508 N 559 0 0057 917.30 062608 N 560 0 0058 614.03 062708 N 561 0 0059 2,038.77 060108 N 557 0 0060 2,733.83 062708 N 558 0 005 0036 4,602.78 E.W. @ F.A.(+) 052108 N 547 0 017 0154 2,809.28 E.W. @ F.A.(+) 062608 N 564 0 019 0033 8,276.77 E.W. @ F.A.(+) 062508 N 548 0 0034 4,366.47 062708 N 549 0 0035 1,579.95 070208 N 552 0 0036 711.79 070108 N 551 0 0037 4,186.73 062408 N 562 0 0038 2,383.53 062608 N 567 0 0039 7,142.98 062608 N 569 0 0041 198.51 070708 N 572 0 025 0018 4,618.93 E.W. @ F.A.(+) 061608 N 541A 0 0019 1,143.80 071008 N 582 0 0020 5,836.20 073008 N 593 0 0021 4,808.17 073108 N 594 0 0022 4,784.32 080108 N 595 0 0023 5,084.67 080608 N 611 0 0024 4,948.70 080708 N 612 0 0025 4,982.68 080808 N 613 0 88,182.90 TOTAL THIS ESTIMATE 3,708,924.21 TOTAL PREVIOUS ESTIMATE 3,797,107.11 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 08/26/08 EST. NO.37 TIME 08:36 AM R.E. NAME: LONGAZO, RON 07-182204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED 60W -20,000.00 37 -20,000.00 -20,000.00 LABOR COMPLIANCE VIOLATION MARCH 06 -10,000.00 05 MARCH 06 10,000.00 06 JUNE & SEPT 06 -10,000.00 12 OCT O6 -10,000.00 13 JUNE & SEPT 06 10,000.00 14 OCT 06 10,000.00 14 0.00 0.00 TOTAL DEDUCTIONS -20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 08:36 AM ESTIMATE NO. 37 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 08/26/08 LOCATION RERUN PROGRESS ESTIMATE 07-LA-91-6.0/14.1 ----------------------- CHUMO CONSTRUCTION INC. IN LOS ANGELES COUNTY IN CARSON, 14425 JOANBRIDGE STREET COMPTON AND LONG BEACH AT VARIOUS BALDWIN PARK, CA 91706-1747 LOCATIONS FED. AID NO. ACNH-091 (123)E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.750 1,875.00 02 TIME-RELATED OVERHEAD LS 5000,000.0000 5,000,000.00 0.020 100,000.00 0.500 2,500,000.00 03 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 1.000 10,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 0.020 2,000.00 0.750 75,000.00 05 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 0.020 1,200.00 0.750 45,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 6261,000.0000 6,261,000.00 0.020 125,220.00 0.820 5,134,020.00 S) 07 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 7,000.00 437.000 21,850.00 S) 08 TEMPORARY TERMINAL SECTION EA 2,000.0000 12,000.00 6.000 12,000.00 S) (TYPE K MODIFIED) 09 TEMPORARY RAILING (TYPE K) M 54.0000 1,425,600.00 26,747.860 1,444,384.44 S) 10 TEMPORARY CRASH CUSHION MODULE EA 500.0000 9,500.00 394.000 197,000.00 S) 11 REMOVE CHAIN LINK FENCE M 250.0000 750.00 0.000 0.00 12 REMOVE METAL BEAM GUARD RAILING M 47.0000 74,730.00 1,106.720 52,015.84 S) 13 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.7500 49,000.00 10,163.850 17,786.74 14 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.7000 106,080.00 67,991.000 115,584.70 STRIPE 15 REMOVE TRAFFIC STRIPE M 1.2000 47,760.00 35,914.490 43,097.39 16 REMOVE PAVEMENT MARKING M2 15.0000 4,650.00 122.520 1,837.80 17 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3000 40,820.00 9,968.000 12,958.40 18 REMOVE PAVEMENT MARKER EA 0.8000 35,200.00 83,236.000 66,588.80 S) 19 REMOVE ROADSIDE SIGN EA 300.0000 60,000.00 230.000 69,000.00 20 REMOVE SIGN STRUCTURE EA 3,000.0000 84,000.00 31.000 93,000.00 21 REMOVE ASPHALT CONCRETE DIKE M 10.0000 2,600.00 1,173.480 11,734.80 1,575.480 15,754.80 22 REMOVE PIPE M 40.0000 138,800.00 3,694.600 147,784.00 PROGRAM CAS145 PAGE 2 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 08:36 AM ESTIMATE NO. 37 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 1,000.0000 54,000.00 81.000 81,000.00 24 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 60,480.00 43,169.360 60,437.10 S) (25 MM MAXIMUM) 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 202,280.00 106,048.120 275,725.11 S) (60 MM MAXIMUM) 26 REMOVE CONCRETE M3 640.0000 115,200.00 39.930 25,555.20 27 REMOVE CONCRETE (CURB AND GUTTER) M 150.0000 24,000.00 0.000 0.00 28 REMOVE CONCRETE BARRIER M 36.5000 438,000.00 10,727.380 391,549.37 29 REMOVE BRIDGE RAILING M 60.0000 22,800.00 457.150 27,429.00 30 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 5,000.00 10.000 5,000.00 31 BRIDGE REMOVAL (PORTION), LOCATION A LS 3,500.0000 3,500.00 1.000 3,500.00 32 BRIDGE REMOVAL (PORTION), LOCATION B LS 3,500.0000 3,500.00 1.000 3,500.00 33 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 1.000 4,000.00 34 BRIDGE REMOVAL (PORTION), LOCATION D LS 3,500.0000 3,500.00 1.000 3,500.00 35 BRIDGE REMOVAL (PORTION), LOCATION E LS 3,600.0000 3,600.00 1.000 3,600.00 36 BRIDGE REMOVAL (PORTION), LOCATION F LS 15,000.0000 15,000.00 1.000 15,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION G LS 3,000.0000 3,000.00 1.000 3,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION H LS 3,500.0000 3,500.00 1.000 3,500.00 39 BRIDGE REMOVAL (PORTION), LOCATION I LS 7,500.0000 7,500.00 1.000 7,500.00 40 BRIDGE REMOVAL (PORTION), LOCATION J LS 5,200.0000 5,200.00 1.000 5,200.00 41 BRIDGE REMOVAL (PORTION), LOCATION K LS 12,000.0000 12,000.00 1.000 12,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION L LS 2,800.0000 2,800.00 1.000 2,800.00 43 BRIDGE REMOVAL (PORTION), LOCATION M LS 2,500.0000 2,500.00 1.000 2,500.00 44 BRIDGE REMOVAL (PORTION), LOCATION N LS 2,500.0000 2,500.00 1.000 2,500.00 45 BRIDGE REMOVAL (PORTION), LOCATION O LS 2,500.0000 2,500.00 1.000 2,500.00 46 BRIDGE REMOVAL (PORTION), LOCATION P LS 3,000.0000 3,000.00 1.000 3,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION Q LS 2,500.0000 2,500.00 1.000 2,500.00 48 BRIDGE REMOVAL (PORTION), LOCATION R LS 3,000.0000 3,000.00 1.000 3,000.00 49 BRIDGE REMOVAL (PORTION), LOCATION S LS 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM CAS145 PAGE 3 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 08:36 AM ESTIMATE NO. 37 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION T LS 2,500.0000 2,500.00 1.000 2,500.00 51 ROADWAY EXCAVATION M3 16.5000 1,125,300.00 2,897.600 47,810.40 52 ROADWAY EXCAVATION (TYPE Z-2) M3 300.0000 36,000.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 53 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 54 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 433,300.00 1,900.490 1,330,343.00 55 CLASS 3 AGGREGATE BASE M3 14.0000 301,000.00 2,897.000 40,558.00 56 LEAN CONCRETE BASE M3 185.0000 2,516,000.00 13,536.880 2,504,322.80 57 RAPID SETTING CEMENT CONCRETE BASE M3 552.0000 966,000.00 559.220 308,689.44 58 ASPHALT CONCRETE (TYPE B) TONN 150.0000 3,000.00 0.000 0.00 59 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 110.0000 1,485,000.00 16,372.540 1,800,979.40 60 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 40.0000 7,200.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 40.0000 3,160.00 0.000 0.00 62 CONCRETE PAVEMENT M3 240.0000 5,664,000.00 26,854.270 6,445,024.80 63 REPLACE CONCRETE PAVEMENT M3 756.0000 10,357,200.00 1,324.500 1,001,322.00 10,113.030 7,645,450.68 (RAPID STRENGTH CONCRETE) 64 SEAL PAVEMENT JOINT M 8.0000 159,200.00 19,904.000 159,232.00 65 SEAL LONGITUDINAL ISOLATION JOINT M 31.0000 979,600.00 20,015.000 620,465.00 66 TIE BAR (DRILL AND BOND) EA 15.0000 340,500.00 0.000 0.00 67 DRILL INJECTION POINT EA 1,000.0000 1,610,000.00 1,756.000 1,756,000.00 S) 68 COMPACTION GROUTING M3 325.0000 2,002,000.00 4,059.480 1,319,331.00 S) 69 GRIND EXISTING CONCRETE M2 6.0000 2,700,000.00 427,186.790 2,563,120.74 S) PAVEMENT 70 STRUCTURAL CONCRETE, APPROACH SLAB M3 950.0000 5,804,500.00 5,012.060 4,761,457.00 F) (TYPE R) 71 MINOR CONCRETE (MINOR STRUCTURE) M3 3,000.0000 300,000.00 10.000 30,000.00 93.340 280,020.00 72 MINOR CONCRETE (PIPE ENCASEMENT) M3 350.0000 38,500.00 32.350 11,322.50 73 PAVING NOTCH EXTENSION M3 4,100.0000 610,900.00 116.340 476,994.00 74 JOINT SEAL (MR 30 MM) M 125.0000 67,750.00 82.400 10,300.00 82.400 10,300.00 S) 75 JOINT SEAL (MR 15 MM) M 130.0000 228,150.00 290.100 37,713.00 290.100 37,713.00 S) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 7.5000 1,620,000.00 216,000.000 1,620,000.00 F) PROGRAM CAS145 PAGE 4 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 08:36 AM ESTIMATE NO. 37 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 216,000.00 216,000.000 216,000.00 SF) 78 1372 MM CAST-IN-DRILLING-HOLE CONCRETE M 2,500.0000 125,000.00 57.430 143,575.00 S) PILE (SIGN FOUNDATION) 79 1524 MM CAST-IN-DRILLING-HOLE CONCRETE M 3,000.0000 540,000.00 177.440 532,320.00 S) PILE (SIGN FOUNDATION) 80 METAL (BARRIER MOUNTED SIGN) KG 21.0000 106,680.00 3,092.000 64,932.00 81 ROADSIDE SIGN - ONE POST EA 400.0000 20,400.00 2.000 800.00 43.000 17,200.00 82 ROADSIDE SIGN - TWO POST EA 700.0000 29,400.00 9.000 6,300.00 26.000 18,200.00 83 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 14,600.00 5.000 1,000.00 35.000 7,000.00 METHOD) 84 INSTALL SIGN PANEL ON EXISTING FRAME M2 62.0000 68,200.00 879.900 54,553.80 85 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 31,500.00 3.000 450.00 203.000 30,450.00 EXISTING POST 86 INSTALL ROADSIDE SIGN EA 2,500.0000 10,000.00 1.000 2,500.00 (LAMINATED WOOD BOX POST) 87 300 MM PLASTIC PIPE M 150.0000 60,000.00 114.100 17,115.00 88 450 MM CORRUGATED STEEL PIPE M 350.0000 1,750.00 0.000 0.00 (2.01 MM THICK) 89 600 MM CORRUGATED STEEL PIPE M 375.0000 375.00 0.000 0.00 (2.01 MM THICK) 90 450 MM SLOTTED CORRUGATED STEEL PIPE M 50.0000 1,100.00 0.000 0.00 (2.01 MM THICK) 91 GRATED LINE DRAIN M 204.0000 681,360.00 -27.000 -5,508.00 4,080.100 832,340.40 92 MINOR CONCRETE (CURB AND GUTTER) M 50.0000 8,000.00 0.000 0.00 93 MINOR CONCRETE (STAMPED CONCRETE) M2 166.0000 1,660,000.00 7,571.630 1,256,890.58 94 MISCELLANEOUS IRON AND STEEL KG 4.0000 39,672.00 6,796.000 27,184.00 SF) 95 CHAIN LINK FENCE (TYPE CL-1.8) M 130.0000 1,040.00 0.000 0.00 96 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 1,200.00 0.000 0.00 97 INSTALL MEDIAN MILEAGE PANEL EA 120.0000 9,840.00 0.000 0.00 98 METAL BEAM GUARD RAILING (WOOD POST) M 101.0000 172,710.00 1,460.510 147,511.51 S) 99 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 14,950.00 16.000 10,400.00 S) 00 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,450.0000 51,750.00 14.000 48,300.00 S) 01 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 53,000.00 18.000 47,700.00 S) 02 CRASH CUSHION (REACT 9SCBS) EA 57,400.0000 401,800.00 7.000 401,800.00 S) 03 CRASH CUSHION (QUADGUARD) EA 32,700.0000 65,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 08:36 AM ESTIMATE NO. 37 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE BARRIER (TYPE 60) M 145.0000 146,450.00 780.000 113,100.00 05 CONCRETE BARRIER (TYPE 60A MODIFIED) M 170.0000 252,620.00 124.970 21,244.90 1,584.040 269,286.80 06 CONCRETE BARRIER (TYPE 60C) M 190.0000 26,600.00 0.000 0.00 07 CONCRETE BARRIER (TYPE 60G) M 190.0000 659,300.00 3,463.670 658,097.30 08 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 205.0000 127,715.00 608.670 124,777.35 09 CONCRETE BARRIER (TYPE 60GC) M 240.0000 319,200.00 1,484.720 356,332.80 10 CONCRETE BARRIER (TYPE 60R) M 900.0000 234,000.00 97.380 87,642.00 197.210 177,489.00 11 CONCRETE BARRIER (TYPE 60GR) M 900.0000 216,000.00 28.900 26,010.00 252.730 227,457.00 12 CONCRETE BARRIER (TYPE 60SW) M 400.0000 1,048,000.00 2,576.050 1,030,420.00 13 CONCRETE BARRIER (TYPE 60W) M 420.0000 453,600.00 112.010 47,044.20 528.560 221,995.20 14 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 70,000.00 1,501.050 60,042.00 S) 15 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 100,800.00 119,351.700 107,416.53 S) 16 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 16,170.00 0.000 0.00 S) 17 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 12,560.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 18 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7500 59,850.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 19 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 7,472.00 1,765.060 2,824.10 S) (BROKEN 11.00 M - 3.50 M) 20 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.7000 2,506.00 757.000 529.90 S) (BROKEN 5.18 M - 2.14 M) 21 PAINT TRAFFIC STRIPE (2-COAT) M 0.5500 27,665.00 146,939.950 80,816.97 S) 22 PAINT PAVEMENT MARKING (2-COAT) M2 35.0000 2,065.00 35.100 1,228.50 S) 23 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 68,000.00 40,833.000 65,332.80 S) 24 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 106,000.00 28,340.000 113,360.00 S) 25 INDUCTIVE LOOP DETECTOR LS 331,800.0000 331,800.00 0.484 160,591.20 S) 26 AUTOMATIC VEHICLE CLASSIFICATION LS 250,200.0000 250,200.00 0.039 9,757.80 S) 27 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 28 CLOSED CIRCUIT TELEVISION CAMERA LS 53,520.0000 53,520.00 0.290 15,520.80 S) (LOCATION AR141) 29 MODIFY RAMP METERING SYSTEM LS 245,500.0000 245,500.00 0.946 232,243.00 S) 30 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 780,000.0000 780,000.00 0.600 468,000.00 S) PROGRAM CAS145 PAGE 6 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 08:36 AM ESTIMATE NO. 37 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MODIFY LIGHTING AND SIGN ILLUMINATION LS 478,000.0000 478,000.00 0.889 424,942.00 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 TRANSITION RAILING (TYPE WB) EA 3,000.0000 51,000.00 24.000 72,000.00 PROGRAM CAS145 PAGE 7 DATE 08/26/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-182204 TIME 08:36 AM ESTIMATE NO. 37 BID OPENING 10/13/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/08 R.E. NAME: LONGAZO, RON DATE OF THIS ESTIMATE 08/26/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,504,472.90 53,642,500.79 ADJUSTMENT OF COMPENSATION 0.00 1,101,739.60 EXTRA WORK 88,182.90 2,695,367.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,592,655.80 57,439,607.90 34 MOBILIZATION LS 6850,000.0000 6,850,000.00 1.000 6,850,000.00 ORIGINAL CONTRACT AMOUNT 71,284,930.00 TOTAL WORK COMPLETED 1,592,655.80 64,289,607.90 MATERIALS ON HAND ON SITE 97,896.61 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -20,000.00 -20,000.00 TOTAL 1,572,655.80 64,367,504.51 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 11/21/05 600 12/06/05 12/07/05 02/12/09 438 544 7 0 86% 72% PROGRESS IS SATISFACTORY LONGAZO, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/08