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 05/26/09 EST. NO.08 TIME 08:10 AM R.E. NAME: GRANDY, DWAYNE 03-3C8704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/26/09 EST. NO.08 TIME 08:10 AM R.E. NAME: GRANDY, DWAYNE 03-3C8704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 9/08 -10,000.00 02 PER LTR DATED 10/08 -10,000.00 03 PER LTR DATED 11/08 -10,000.00 05 PER LTR DATED 4/09 -2,000.00 07 PER LTR DATED 5/09 -9,000.00 08 RET PARTL LCV DEDUCT 10,000.00 08 1,000.00 -31,000.00 TOTAL DEDUCTIONS 1,000.00 -31,000.00 PROGRAM CAS145 PAGE 1 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C8704 TIME 08:10 AM ESTIMATE NO. 08 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 05/26/09 LOCATION RERUN PROGRESS ESTIMATE 03-GLE-5-R20.0/R28.8 ----------------------- BALDWIN CONTRACTING COMPANY IN GLENN COUNTY NEAR ORLAND FROM INC 0.2 MILE NORTH OF COUNTY ROAD 28 1764 SKYWAY OVERCROSSING TO TEHAMA COUNTY LINE CHICO CA 95928 FED. AID NO. ACIM-005 -7(92)E PLACE RUBBERIZED HOT MIX ASPHALT ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.0000 1,500.00 0.260 390.00 0.930 1,395.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 37,500.00 14.000 7,000.00 53.000 26,500.00 03 MIGRATORY BIRD PROTECTION LS 4,000.0000 4,000.00 0.000 0.00 04 CONSTRUCTION SITE MANAGEMENT LS 1,500.0000 1,500.00 0.260 390.00 0.930 1,395.00 05 PREPARE WATER POLLUTION CONTROL LS 1,500.0000 1,500.00 0.710 1,065.00 PROGRAM 06 TEMPORARY FIBER ROLL LF 5.0000 3,000.00 1,424.000 7,120.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 3,000.00 3.000 3,000.00 08 STREET SWEEPING LS 21,060.0000 21,060.00 0.260 5,475.60 0.930 19,585.80 09 CONSTRUCTION AREA SIGNS LS 12,450.0000 12,450.00 0.026 323.70 0.886 11,030.70 S) 10 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.260 39,000.00 0.930 139,500.00 S) 11 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 7,800.00 1,008.000 5,040.00 S) 12 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 13 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 10,500.00 264.000 6,600.00 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 43,500.0000 43,500.00 0.260 11,310.00 0.930 40,455.00 S) 15 TEMPORARY RAILING (TYPE K) LF 8.0000 96,000.00 12,080.000 96,640.00 S) 16 TEMPORARY CRASH CUSHION MODULE EA 54.0000 9,072.00 168.000 9,072.00 S) 17 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 3.0000 7,200.00 2,366.000 7,098.00 S) 18 REMOVE PAVEMENT MARKER EA 1.0000 1,000.00 947.000 947.00 S) 19 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.8500 235,450.00 296,434.000 251,968.90 296,434.000 251,968.90 S) (.08' MAXIMUM) 20 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.9700 57,327.00 28,468.000 56,081.96 S) (.15' MAXIMUM) 21 ROADWAY EXCAVATION CY 21.0000 147,630.00 7,005.710 147,119.91 22 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.100 250.00 1.000 2,500.00 S) PROGRAM CAS145 PAGE 2 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C8704 TIME 08:10 AM ESTIMATE NO. 08 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SUBGRADE ENHANCEMENT FABRIC SQYD 2.0000 15,620.00 7,295.560 14,591.12 24 CLASS 2 AGGREGATE BASE CY 47.0000 252,390.00 5,219.120 245,298.64 25 AGGREGATE BASE (APPROACH SLAB) CY 30.0000 1,980.00 66.000 1,980.00 26 ASPHALTIC EMULSION (FOG SEAL COAT) TON 610.0000 40,260.00 28.000 17,080.00 28.000 17,080.00 27 SEAL RANDOM CRACKS LNMI 3,500.0000 59,500.00 0.000 0.00 28 REPLACE ASPHALT CONCRETE SURFACING CY 207.0000 838,350.00 410.970 85,070.79 4,209.361 871,337.73 29 HOT MIX ASPHALT (TYPE A) TON 92.0000 524,400.00 6,910.130 635,731.96 30 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 84.0000 1,545,600.00 16,871.840 1,417,234.56 16,871.840 1,417,234.56 31 SHOULDER RUMBLE STRIP LF 0.3300 4,752.00 0.000 0.00 (HMA,GROUND-IN INDENTATIONS) 32 STRUCTURAL CONCRETE, APPROACH SLAB CY 859.0000 556,632.00 18.000 15,462.00 647.000 555,773.00 (TYPE R) 33 PAVING NOTCH EXTENSION CY 3,300.0000 47,520.00 8.600 28,380.00 34 JOINT SEAL (MR 1") LF 22.0000 11,308.00 514.000 11,308.00 S) 35 OBJECT MARKER (TYPE P) EA 50.0000 1,200.00 24.000 1,200.00 24.000 1,200.00 36 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1900 41,420.00 28,215.000 5,360.85 S) 37 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,192.00 1,112.000 444.80 S) 38 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 11,700.00 2,320.000 11,600.00 S) 39 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 16,740.00 0.000 0.00 S) (BROKEN 36-12) 40 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1800 522.00 123.000 22.14 S) (BROKEN 17-7) 41 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 23,580.00 0.000 0.00 S) 42 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 19,600.00 635.000 2,540.00 S) 43 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.300 300.00 0.800 800.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 44 MODIFY TRAFFIC MONITORING STATION LS 56,403.0000 56,403.00 0.300 16,920.90 0.800 45,122.40 S) (COUNT) 45 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 46 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.0000 53,700.00 60,035.000 60,035.00 S) 47 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,080.00 6,701.000 5,360.80 S) PROGRAM CAS145 PAGE 3 DATE 05/26/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3C8704 TIME 08:10 AM ESTIMATE NO. 08 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/09 R.E. NAME: GRANDY, DWAYNE DATE OF THIS ESTIMATE 05/26/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,869,376.45 4,765,315.27 ADJUSTMENT OF COMPENSATION 0.00 300.00 EXTRA WORK 0.00 40,879.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,869,376.45 4,806,494.64 48 MOBILIZATION LS 350,000.0000 350,000.00 1.000 350,000.00 ORIGINAL CONTRACT AMOUNT 5,344,938.00 TOTAL WORK COMPLETED 1,869,376.45 5,156,494.64 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -31,000.00 TOTAL 1,870,376.45 5,125,494.64 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 07/09/08 75 08/11/08 08/25/08 06/05/09 56 126 5 0 93% 70% PROGRESS IS SATISFACTORY GRANDY, DWAYNE RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/09