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 05/03/10 EST. NO.21 TIME 09:36 AM R.E. NAME: DARIN KISHIYAMA 04-4C1524 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 025 0012 996.86 E.W. @ F.A.(+) 041809 Y 0303.0 0013 3,882.18 041909 N 0241.1 0014 2,533.10 040109 N 0277.1 033 0009 4,807.19 E.W. @ F.A.(+) 083009 N 0259.1 0010 4,743.55 100909 N 0280.1 036 0001 115,221.10 A.C. @ U.P.(+) 043010 N RE0001 132,183.98 TOTAL THIS ESTIMATE 3,777,179.10 TOTAL PREVIOUS ESTIMATE 3,909,363.08 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 05/03/10 EST. NO.21 TIME 09:36 AM R.E. NAME: DARIN KISHIYAMA 04-4C1524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PREVAILING WAGES -1,000.00 17 PREVALILING WAGES 1,000.00 20 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:36 AM ESTIMATE NO. 21 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 05/03/10 LOCATION FINAL ESTIMATE 04-SOL-80-20.1/30.6 -------------- GHILOTTI BROS IN SOLANO COUNTY IN FAIRFIELD AND 5199 FULTON DRIVE SUITE A VACAVILLE FROM 0.8 MILE WEST OF FAIRFIELD, CA 94534 NORTH TEXAS STREET OVERCROSSING TO 0.7 MILE EAST OF LEISURE TOWN ROAD OVERCROSSING FED. AID NO. ACIM-080 -2(353)E OVERLAY AND CRACK SEAL ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD LS 250,000.0000 250,000.00 1.000 250,000.00 03 TEMPORARY FENCE (TYPE ESA) LF 1.7500 17,395.00 9,940.000 17,395.00 04 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 06 TEMPORARY SILT FENCE LF 1.3000 12,922.00 9,940.000 12,922.00 07 TEMPORARY CHECK DAM LF 4.5000 810.00 180.000 810.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 8,360.00 88.000 8,360.00 09 STREET SWEEPING LS 5,000.0000 5,000.00 1.000 5,000.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 1.000 20,000.00 11 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 1.000 30,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 295,000.0000 295,000.00 1.000 295,000.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 S) 14 REMOVE TERMINAL SECTION EA 400.0000 2,400.00 0.000 0.00 15 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 3,400.00 850.000 3,400.00 16 REMOVE PAVEMENT MARKER EA 1.2000 45,480.00 37,900.000 45,480.00 17 REMOVE ASPHALT CONCRETE DIKE LF 0.9000 59,850.00 66,500.000 59,850.00 18 REMOVE OVERSIDE DRAIN EA 595.0000 26,180.00 44.000 26,180.00 19 RECONSTRUCT THRIE BEAM BARRIER LF 9.2000 531,760.00 57,800.000 531,760.00 20 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 11.2000 18,592.00 1,660.000 18,592.00 21 RECONSTRUCT METAL BEAM GUARD RAILING LF 10.3000 122,570.00 12,575.000 129,522.50 22 RESET CRASH CUSHION EA 250.0000 250.00 1.000 250.00 PROGRAM CAS145 PAGE 2 DATE 05/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:36 AM ESTIMATE NO. 21 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 05/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ADJUST INLET EA 1,300.0000 62,400.00 39.000 50,700.00 24 ADJUST FRAME AND COVER TO GRADE EA 700.0000 2,100.00 3.000 2,100.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.2500 185,525.00 24,763.330 253,824.13 26 REMOVE CONCRETE CURB CY 80.0000 16,000.00 245.000 19,600.00 27 REMOVE CONCRETE (MISCELLANEOUS) CY 80.0000 640.00 10.000 800.00 28 RESET CONCRETE BARRIER (TYPE K) LF 5.0000 221,000.00 44,380.000 221,900.00 29 IMPORTED MATERIAL (SHOULDER BACKING) TON 14.3000 190,190.00 27,736.000 396,624.80 30 AGGREGATE BASE (APPROACH SLAB) CY 130.0000 18,200.00 361.580 47,005.40 31 SEAL RANDOM CRACKS LNMI 6,000.0000 198,000.00 22.700 136,200.00 32 REPLACE ASPHALT CONCRETE SURFACING CY 270.0000 245,700.00 910.000 245,700.00 33 ASPHALT CONCRETE (TYPE A) TON 70.0000 10,080,000.00 160,774.800 11,254,236.00 34 ASPHALT CONCRETE (OPEN GRADED) TON 76.0000 4,461,200.00 64,373.550 4,892,389.80 35 RUBBERIZED ASPHALT CONCRETE (TYPE G) TON 94.0000 8,262,600.00 88,057.390 8,277,394.66 36 PAVEMENT REINFORCING FABRIC SQYD 0.9500 825,550.00 766,525.000 728,198.75 37 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 80.0000 17,600.00 220.000 17,600.00 AREA) 38 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 0.7000 9,800.00 14,000.000 9,800.00 39 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 0.7000 21,280.00 30,400.000 21,280.00 40 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 0.7000 15,260.00 21,800.000 15,260.00 41 ASPHALTIC EMULSION (PAINT BINDER) TON 575.0000 667,000.00 1,938.436 1,114,600.70 42 REPLACE CONCRETE PAVEMENT CY 575.0000 920,000.00 2,267.140 1,303,605.50 (RAPID STRENGTH CONCRETE) 43 CRACK EXISTING CONCRETE PAVEMENT SQYD 0.7000 270,900.00 391,800.000 274,260.00 44 GRIND EXISTING CONCRETE PAVEMENT SQYD 19.2500 377,300.00 19,600.730 377,314.05 S) (CONFORM) 45 STRUCTURAL CONCRETE, APPROACH SLAB CY 995.0000 1,373,100.00 1,411.120 1,404,064.40 (TYPE R) 46 PAVING NOTCH EXTENSION CY 4,000.0000 148,000.00 37.000 148,000.00 47 CLEAN EXPANSION JOINT LF 6.0000 7,800.00 1,300.000 7,800.00 48 JOINT SEAL (MR 1/2") LF 23.0000 29,900.00 1,299.900 29,897.70 S) 49 MINOR CONCRETE (CURB) CY 400.0000 80,000.00 228.270 91,308.00 PROGRAM CAS145 PAGE 3 DATE 05/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:36 AM ESTIMATE NO. 21 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 05/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MINOR CONCRETE (GUTTER DEPRESSION) CY 900.0000 7,200.00 10.000 9,000.00 51 MINOR CONCRETE (ISLAND PAVING) CY 270.0000 156,600.00 580.000 156,600.00 52 OBJECT MARKER (TYPE L-1) EA 40.0000 240.00 6.000 240.00 53 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 16,200.00 6.000 16,200.00 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 91,600.00 229,000.000 91,600.00 S) 55 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 27,600.00 18,400.000 27,600.00 S) 56 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,590.00 3,060.000 4,590.00 S) (BROKEN 12-3) 57 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,550.00 1,527.000 4,581.00 S) 58 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,228.00 338,216.000 135,286.40 S) (BROKEN 17-7) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5500 42,625.00 28,153.000 43,637.15 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 26,775.00 11,042.000 28,157.10 S) 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 62 REPLACE PULL BOX LS 73,000.0000 73,000.00 1.000 73,000.00 S) 63 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 64 VEGETATION CONTROL (MINOR CONCRETE) SQYD 39.0000 1,201,200.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 05/03/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:36 AM ESTIMATE NO. 21 BID OPENING 03/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/12/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 05/03/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 33,431,477.04 ADJUSTMENT OF COMPENSATION 115,221.10 1,541,086.83 EXTRA WORK 16,962.88 2,368,276.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 132,183.98 37,340,840.12 65 MOBILIZATION LS 2251,000.0000 2,251,000.00 1.000 2,251,000.00 ORIGINAL CONTRACT AMOUNT 34,105,422.00 TOTAL WORK COMPLETED 132,183.98 39,591,840.12 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 132,183.98 39,591,840.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 04/24/08 190 06/18/08 06/18/08 11/12/09 190 17 0 0 100% 100% DARIN KISHIYAMA RESIDENT ENGINEER PROGRAM CAS145 DATE 05/03/10