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 07/21/09 EST. NO.14 TIME 09:41 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 --------------------------------------------------------------------------- 001 0003 1,048.19 E.W. @ F.A.(+) 012009 N 0248.0 006 0052 8,830.16 E.W. @ F.A.(+) 062408 N 0107.0 0053 917.00 072308 N 0117.0 0054 6,254.00 081308 N 0131.0 0055 6,105.82 081408 N 0132.0 0056 443.89 081508 N 0133.0 0060 21,490.31 062208 N 0250.0 0062 2,041.76 081308 N 0252.0 0063 439,450.00 E.W. @ U.P (+) 072009 N RE0063 009 0014 4,491.56 E.W. @ F.A.(+) 072208 N 0116.0 0015 1,388.14 081008 N 0125.0 0016 1,609.51 081108 N 0127.0 0018 1,486.79 080608 N 0254.0 0019 1,559.93 081208 N 0255.0 024 0025 841.58 E.W. @ F.A.(+) 022409 Y 0209.0 025 0006 2,792.31 E.W. @ F.A.(+) 042009 N 0242.0 0007 19,165.09 111908 Y 0191.1 0008 3,558.88 111908 Y 0192.1 026 0002 37,136.00 E.W. @ L.S.(+) 070209 N RE0002 027 0002 5,366.92 E.W. @ U.P (+) 072009 N RE0002 028 0002 3,791.55 E.W. @ U.P (+) 072009 N RE0002 569,769.39 TOTAL THIS ESTIMATE 2,625,274.46 TOTAL PREVIOUS ESTIMATE 3,195,043.85 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 07/21/09 EST. NO.14 TIME 09:41 AM R.E. NAME: DARIN KISHIYAMA 04-4C1524 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:41 AM ESTIMATE NO. 14 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 07/20/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 07/21/09 LOCATION PROGRESS ESTIMATE 04-SOL-80-20.1/30.6 ----------------- GHILOTTI BROS IN SOLANO COUNTY IN FAIRFIELD AND VACAVILLE FROM 0.8 MILE WEST OF 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 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 250,000.0000 250,000.00 0.106 26,500.00 0.690 172,500.00 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 810.00 180.000 810.00 180.000 810.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 8,360.00 5.000 475.00 88.000 8,360.00 09 STREET SWEEPING LS 5,000.0000 5,000.00 0.110 550.00 0.890 4,450.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 20,000.0000 20,000.00 0.950 19,000.00 11 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.600 18,000.00 S) 12 TRAFFIC CONTROL SYSTEM LS 295,000.0000 295,000.00 0.090 26,550.00 0.910 268,450.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.950 23,750.00 S) 14 REMOVE TERMINAL SECTION EA 400.0000 2,400.00 0.000 0.00 15 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 3,400.00 637.500 2,550.00 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 51,937.000 46,743.30 18 REMOVE OVERSIDE DRAIN EA 595.0000 26,180.00 4.000 2,380.00 19 RECONSTRUCT THRIE BEAM BARRIER LF 9.2000 531,760.00 33,700.000 310,040.00 20 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 11.2000 18,592.00 1,500.000 16,800.00 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 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:41 AM ESTIMATE NO. 14 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 07/20/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 29.000 37,700.00 24 ADJUST FRAME AND COVER TO GRADE EA 700.0000 2,100.00 0.000 0.00 25 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.2500 185,525.00 24,998.330 256,232.88 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 22,100.000 110,500.00 29 IMPORTED MATERIAL (SHOULDER BACKING) TON 14.3000 190,190.00 11,240.000 160,732.00 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 32,683.780 2,287,864.60 166,449.770 11,651,483.90 34 ASPHALT CONCRETE (OPEN GRADED) TON 76.0000 4,461,200.00 2,400.000 182,400.00 31,750.000 2,413,000.00 35 RUBBERIZED ASPHALT CONCRETE (TYPE G) TON 94.0000 8,262,600.00 73,068.640 6,868,452.16 36 PAVEMENT REINFORCING FABRIC SQYD 0.9500 825,550.00 140,480.000 133,456.00 768,525.000 730,098.75 37 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 80.0000 17,600.00 71.880 5,750.40 AREA) 38 PLACE ASPHALT CONCRETE DIKE (TYPE D) LF 0.7000 9,800.00 5,919.000 4,143.30 7,000.000 4,900.00 39 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 0.7000 21,280.00 19,273.000 13,491.10 26,797.000 18,757.90 40 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 0.7000 15,260.00 14,600.000 10,220.00 15,000.000 10,500.00 41 ASPHALTIC EMULSION (PAINT BINDER) TON 575.0000 667,000.00 108.890 62,611.75 1,631.186 937,931.95 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 270,900.00 606.000 424.20 387,565.000 271,295.50 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 7,800.00 912.100 5,472.60 48 JOINT SEAL (MR 1/2") LF 23.0000 29,900.00 912.000 20,976.00 S) 49 MINOR CONCRETE (CURB) CY 400.0000 80,000.00 228.270 91,308.00 PROGRAM CAS145 PAGE 3 DATE 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:41 AM ESTIMATE NO. 14 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 07/20/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 160.00 53 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 16,200.00 4.000 10,800.00 54 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 91,600.00 114,900.000 45,960.00 114,900.000 45,960.00 S) 55 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 27,600.00 9,008.000 13,512.00 9,008.000 13,512.00 S) 56 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,590.00 2,915.000 4,372.50 2,915.000 4,372.50 S) (BROKEN 12-3) 57 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,550.00 1,527.000 4,581.00 1,527.000 4,581.00 S) 58 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,228.00 1,536.000 614.40 1,536.000 614.40 S) (BROKEN 17-7) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5500 42,625.00 13,102.000 20,308.10 13,102.000 20,308.10 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 26,775.00 5,130.000 13,081.50 5,142.000 13,112.10 S) 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.350 875.00 0.750 1,875.00 SYSTEM ELEMENTS DURING CONSTRUCTION 62 REPLACE PULL BOX LS 73,000.0000 73,000.00 0.300 21,900.00 0.500 36,500.00 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 07/21/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4C1524 TIME 09:41 AM ESTIMATE NO. 14 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 07/20/09 R.E. NAME: DARIN KISHIYAMA DATE OF THIS ESTIMATE 07/21/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,874,700.45 28,710,179.29 ADJUSTMENT OF COMPENSATION 0.00 1,329,006.97 EXTRA WORK 569,769.39 1,866,036.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,444,469.84 31,905,223.14 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 3,444,469.84 34,156,223.14 MATERIALS ON HAND ON SITE 244,759.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,444,469.84 34,400,982.14 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 04/24/08 190 06/18/08 06/18/08 10/09/09 130 3 0 0 87% 68% PROGRESS IS SATISFACTORY DARIN KISHIYAMA RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/21/09