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 07/20/05 EST. NO.11 TIME 11:39 AM 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 0001 299.30 E.W. @ F.A.(+) 061405 N 001 0 0002 299.30 061504 N 002 0 0003 233.51 062005 N 003 0 0004 233.51 062105 N 004 0 0005 282.85 062205 N 005 0 0006 233.51 062305 N 006 0 0007 299.30 062405 N 007 0 0008 233.51 062705 N 008 0 0009 365.08 062805 N 009 0 0010 252.80 062905 N 010 0 0011 302.58 063005 N 011 0 0012 203.02 070105 N 012 0 005 0001 794.84 E.W. @ F.A.(+) 042105 N 001 0 4,033.11 TOTAL THIS ESTIMATE 61,521.82 TOTAL PREVIOUS ESTIMATE 65,554.93 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 07/20/05 EST. NO.11 TIME 11:39 AM 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 07/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C7504 TIME 11:39 AM ESTIMATE NO. 11 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 07/20/05 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 07/20/05 LOCATION PROGRESS ESTIMATE 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 0.750 15,000.00 02 TIME-RELATED OVERHEAD LS 350,000.0000 350,000.00 0.262 91,700.00 0.862 301,700.00 03 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.750 1,875.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.280 4,200.00 0.750 11,250.00 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 0.650 22,750.00 S) 07 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.175 61,250.00 0.863 302,050.00 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 39,198.000 70,556.40 STRIPE 12 REMOVE PAVEMENT MARKER EA 0.8000 32,320.00 1,194.000 955.20 52,509.000 42,007.20 13 REMOVE ASPHALT CONCRETE DIKE M 3.0000 18,600.00 661.000 1,983.00 5,929.000 17,787.00 14 RECONSTRUCT METAL BEAM GUARD RAILING M 51.0000 48,450.00 564.000 28,764.00 564.000 28,764.00 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.3000 156,860.00 27,823.000 63,992.90 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 20,519.000 47,193.70 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 3,755.000 82,610.00 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 07/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C7504 TIME 11:39 AM ESTIMATE NO. 11 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 07/20/05 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 07/20/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.340 670.00 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 5,323.000 686,667.00 7,969.500 1,028,065.50 (105 MM MAXIMUM) 28 REPLACE ASPHALT CONCRETE SURFACING M3 129.0000 941,700.00 15.200 1,960.80 6,969.600 899,078.40 (150 MM MAXIMUM) 29 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 63.0000 1,707,300.00 11,611.800 731,543.40 23,040.000 1,451,520.00 30 ASPHALT CONCRETE (TYPE A) TONN 52.0000 930,800.00 3,337.800 173,565.60 14,871.040 773,294.08 31 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.2000 4,818.00 0.000 0.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.2000 8,096.00 2,752.000 6,054.40 33 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.2000 748.00 0.000 0.00 34 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 110,000.00 12.300 6,150.00 56.500 28,250.00 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 10.000 30,000.00 S) 39 THERMOPLASTIC PAVEMENT MARKING M2 36.0000 12,600.00 7.800 280.80 S) 40 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 102,600.00 25,722.000 23,149.80 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 9,740.00 117.000 234.00 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 3,920.000 6,272.00 19,564.000 31,302.40 S) 45 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 45,000.00 976.000 3,660.00 5,380.000 20,175.00 S) 46 MODIFY TRAFFIC MONITORING STATION LS 76,000.0000 76,000.00 0.244 18,544.00 S) PROGRAM CAS145 PAGE 3 DATE 07/20/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0C7504 TIME 11:39 AM ESTIMATE NO. 11 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 07/20/05 R.E. NAME: BERTHA ROMAN DATE OF THIS ESTIMATE 07/20/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,023,137.60 10,692,262.23 ADJUSTMENT OF COMPENSATION 0.00 -16,250.00 EXTRA WORK 4,033.11 81,804.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,027,170.71 10,757,817.16 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 2,027,170.71 11,787,817.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -48,792.77 TOTAL 2,027,170.71 11,739,024.39 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 07/19/04 80 08/03/04 09/07/04 08/08/05 67 143 0 0 90% 84% PROGRESS IS SATISFACTORY BERTHA ROMAN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/20/05