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 09/12/05 EST. NO.12 TIME 03:49 PM R.E. NAME: BERTHA ROMAN 04-0C7504 --------------------------------------------------------------------------- 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 0013 233.51 E.W. @ F.A.(+) 070505 N 013 0 0014 1,839.21 080805 N 014 0 0015 1,994.64 081205 N 015 0 0016 1,962.32 081605 N 016 0 003 0013 1,049.95 E.W. @ F.A.(+) 080205 N 013 0 005 0002 18,551.50 E.W. @ F.A.(+) 042105 N 002 0 0003 528.76 042105 N 003 0 0004 1,432.60 042105 N 004 0 0005 4,507.28 042105 N 005 0 0006 2,091.15 042105 N 006 0 007 0001 87,477.00 E.W. @ L.S.(+) 071805 N 001 0 121,667.92 TOTAL THIS ESTIMATE 65,554.93 TOTAL PREVIOUS ESTIMATE 187,222.85 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 09/12/05 EST. NO.12 TIME 03:49 PM R.E. NAME: BERTHA ROMAN 04-0C7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC OUT OF CONTRACT -3,510.00 02 LATE REOPENING LANE -36,900.00 02 AC OUT OF COMPLIANC -877.50 07 PCC OUT OF COMPLIANC -544.32 07 PCC OUT OF COMPLIANC -6,960.95 08 0.00 -48,792.77 TOTAL DEDUCTIONS 0.00 -48,792.77 PROGRAM CAS145 PAGE 1 DATE 09/12/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C7504 TIME 03:49 PM ESTIMATE NO. 12 BID OPENING 06/16/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/02/05 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 09/12/05 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SCL-101-R0.0/R17.6 ---------------------------------------- PAVEX CONSTRUCTION IN SANTA CLARA COUNTY IN AND NEAR 411 WLAKER STREET GILROY AND MORGAN HILL FROM WATSONVILLE, CA 95076 SAN BENITO COUNTY LINE TO 0.3 KM SOUTH OF COCHRANE ROAD OVERCROSSING FED. AID NO. ACNH-Q101(60)E RESURFACE EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 0.250 5,000.00 1.000 20,000.00 02 TIME-RELATED OVERHEAD LS 350,000.0000 350,000.00 0.138 48,300.00 1.000 350,000.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.250 3,750.00 1.000 15,000.00 05 TEMPORARY CONCRETE WASHOUT FACILITY LS 14,000.0000 14,000.00 1.000 14,000.00 06 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.300 10,500.00 0.950 33,250.00 S) 07 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.137 47,950.00 1.000 350,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 32,000.00 4.000 32,000.00 09 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.5000 25,250.00 0.000 0.00 (WHITE) 10 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 26.0000 9,100.00 157.510 4,095.26 (WHITE) 11 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.8000 75,960.00 2,103.000 3,785.40 41,301.000 74,341.80 STRIPE 12 REMOVE PAVEMENT MARKER EA 0.8000 32,320.00 52,509.000 42,007.20 13 REMOVE ASPHALT CONCRETE DIKE M 3.0000 18,600.00 5,929.000 17,787.00 14 RECONSTRUCT METAL BEAM GUARD RAILING M 51.0000 48,450.00 564.000 28,764.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3000 156,860.00 66,163.000 152,174.90 S) (45 MM MAXIMUM) 16 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3000 133,860.00 62,158.300 142,964.09 S) (60 MM MAXIMUM) 17 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3000 115,460.00 35,642.000 81,976.60 S) (75 MM MAXIMUM) 18 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 19 IMPORTED MATERIAL (SHOULDER BACKING) TONN 22.0000 116,600.00 6,702.000 147,444.00 20 STRAW (EROSION CONTROL) TONN 3,500.0000 700.00 0.000 0.00 S) 21 FIBER (EROSION CONTROL) KG 1.2000 264.00 0.000 0.00 S) 22 COMPOST (EROSION CONTROL) KG 1.6000 1,008.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 09/12/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C7504 TIME 03:49 PM ESTIMATE NO. 12 BID OPENING 06/16/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/02/05 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 09/12/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PURE LIVE SEED (EROSION CONTROL) KG 150.0000 2,550.00 0.000 0.00 S) 24 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 270.00 0.000 0.00 S) 25 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 15,000.00 2.680 1,340.00 26 SEAL RANDOM CRACKS LNKM 1,900.0000 7,600.00 4.000 7,600.00 27 REPLACE ASPHALT CONCRETE SURFACING M3 129.0000 1,019,100.00 7,969.500 1,028,065.50 (105 MM MAXIMUM) 28 REPLACE ASPHALT CONCRETE SURFACING M3 129.0000 941,700.00 6,969.600 899,078.40 (150 MM MAXIMUM) 29 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 63.0000 1,707,300.00 23,040.000 1,451,520.00 30 ASPHALT CONCRETE (TYPE A) TONN 52.0000 930,800.00 1,362.960 70,873.92 16,234.000 844,168.00 31 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.2000 4,818.00 1,221.000 2,686.20 1,221.000 2,686.20 32 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.2000 8,096.00 830.000 1,826.00 3,582.000 7,880.40 33 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.2000 748.00 313.000 688.60 313.000 688.60 34 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 110,000.00 75.500 37,750.00 132.000 66,000.00 35 REPLACE CONCRETE PAVEMENT M3 990.0000 2,267,100.00 2,408.700 2,384,613.00 (RAPID STRENGTH CONCRETE) 36 GRIND EXISTING CONCRETE M2 5.6000 2,828,000.00 463,894.000 2,597,806.40 S) PAVEMENT 37 100 MM PLASTIC PIPE (EDGE DRAIN) M 50.0000 46,000.00 0.000 0.00 S) 38 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 6,000.00 10.000 30,000.00 S) 39 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 12,600.00 246.600 8,877.60 254.400 9,158.40 S) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 102,600.00 83,430.000 75,087.00 109,152.000 98,236.80 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,740.00 80.000 160.00 197.000 394.00 S) 42 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,520.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 1,158.00 100.000 60.00 S) (BROKEN 5.18 M - 2.14 M) 44 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.6000 45,600.00 6,478.000 10,364.80 26,042.000 41,667.20 S) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 45,000.00 1,957.000 7,338.75 7,337.000 27,513.75 S) 46 MODIFY TRAFFIC MONITORING STATION LS 76,000.0000 76,000.00 0.756 57,456.00 1.000 76,000.00 S) PROGRAM CAS145 PAGE 3 DATE 09/12/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C7504 TIME 03:49 PM ESTIMATE NO. 12 BID OPENING 06/16/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/02/05 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 09/12/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 393,019.27 11,085,281.50 ADJUSTMENT OF COMPENSATION 0.00 -16,250.00 EXTRA WORK 121,667.92 203,472.85 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 514,687.19 11,272,504.35 47 MOBILIZATION LS 1030,000.0000 1,030,000.00 1.000 1,030,000.00 ORIGINAL CONTRACT AMOUNT 12,774,732.00 TOTAL WORK COMPLETED 514,687.19 12,302,504.35 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -48,792.77 TOTAL 514,687.19 12,253,711.58 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 07/19/04 80 08/03/04 09/07/04 09/02/05 0 0 15 4 100% 100% BERTHA ROMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/12/05