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 08/22/03 EST. NO.14 TIME 01:25 PM R.E. NAME: WILLIAMSON, JOHN 11-075804 --------------------------------------------------------------------------- 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 0019 681.93 E.W. @ F.A.(+) 061603 N 018 0 0020 1,462.14 050803 N 019 0 013 0001 1,229.97 A.C. @ U.P.(+) 061903 N 0001 0 3,374.04 TOTAL THIS ESTIMATE 33,002.50 TOTAL PREVIOUS ESTIMATE 36,376.54 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 08/22/03 EST. NO.14 TIME 01:25 PM R.E. NAME: WILLIAMSON, JOHN 11-075804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS NOV -7,102.64 03 O/S PRS JAN -2,302.88 05 PRS RECD NOV 7,102.64 05 O/S PRS FEB -5,011.43 07 O/S PRS MARCH -9,137.70 08 PRS RECD MAR 03 9,137.70 09 PRS RECD FEB 03 5,011.43 09 O/S PRS APRIL -10,000.00 10 PRS RECD JAN 2,302.88 10 O/S PRS MAY -10,000.00 11 PRS RECD MAY 10,000.00 12 O/S PRS JUNE -10,000.00 13 PRS RECD APRIL 10,000.00 13 O/S PRS JULY -10,000.00 14 PRS RECD JUNE 10,000.00 14 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-075804 TIME 01:25 PM ESTIMATE NO. 14 BID OPENING 07/25/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 08/22/03 LOCATION PROGRESS ESTIMATE 11-SD-5-R20.2/R24.1 ----------------- HAZARD CONSTRUCTION COMPANY IN SAN DIEGO COUNTY IN SAN DIEGO P.O. BOX 229900 FROM 0.2 KM NORTH OF THE SAN DIEGO SAN DIEGO,CA 92192-9000 RIVER BRIDGE TO 0.2 KM NORTH OF THE MISSION BAY DRIVE OVERCROSSING FED. AID NO. ACIM-005 -1(586)20E,G-005 -1(586)20E CONSTRUCT MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 0.073 584.00 0.863 6,904.00 02 TIME-RELATED OVERHEAD DAY 1,000.0000 220,000.00 23.000 23,000.00 193.000 193,000.00 03 TEMPORARY EROSION CONTROL M2 0.7400 1,480.00 0.000 0.00 04 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 26,000.0000 26,000.00 0.073 1,898.00 0.863 22,438.00 05 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 7,000.0000 14,000.00 1.000 7,000.00 06 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.031 124.00 0.542 2,168.00 S) 07 TRAFFIC CONTROL SYSTEM LS 108,000.0000 108,000.00 0.073 7,884.00 0.863 93,204.00 S) 08 TRAFFIC PLASTIC DRUMS EA 90.0000 1,260.00 7.000 630.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 9,000.0000 18,000.00 0.146 1,314.00 1.427 12,843.00 S) 10 TEMPORARY RAILING (TYPE K) M 20.0000 238,000.00 5,244.088 104,881.76 S) 11 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 9,000.0000 18,000.00 0.750 6,750.00 S) 12 REMOVE CABLE BARRIER M 23.0000 1,840.00 0.000 0.00 13 REMOVE METAL BEAM GUARD RAILING M 21.0000 13,860.00 0.000 0.00 14 REMOVE METAL BEAM BARRIER M 26.0000 59,800.00 989.500 25,727.00 15 REMOVE DOUBLE METAL BEAM BARRIER M 31.0000 34,100.00 964.075 29,886.33 16 REMOVE TRAFFIC STRIPE M 1.2000 29,400.00 1,146.000 1,375.20 17 REMOVE TRAFFIC STRIPE (YELLOW) M 45.0000 8,100.00 0.000 0.00 18 REMOVE CONCRETE CURB M 15.0000 4,200.00 136.000 2,040.00 19 CLEARING AND GRUBBING HA 1,000.0000 3,000.00 1.500 1,500.00 20 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.073 365.00 0.863 4,315.00 21 ROADWAY EXCAVATION M3 30.0000 29,100.00 530.080 15,902.40 22 ROADWAY EXCAVATION (TYPE Z-2) M3 162.0000 328,860.00 2,136.560 346,122.72 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 2 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-075804 TIME 01:25 PM ESTIMATE NO. 14 BID OPENING 07/25/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 LEAD COMPLIANCE PLAN LS 25,000.0000 25,000.00 1.000 25,000.00 24 IMPORTED BORROW M3 11.0000 23,100.00 168.000 1,848.00 168.000 1,848.00 25 HIGHWAY PLANTING LS 13,000.0000 13,000.00 0.000 0.00 S) 26 PRUNE EXISTING PLANTS M 15.0000 87,000.00 2,865.000 42,975.00 S) 27 FIBER ROLLS M 8.0000 880.00 90.100 720.80 S) 28 PLANT ESTABLISHMENT WORK LS 17,000.0000 17,000.00 0.000 0.00 S) 29 IRRIGATION SYSTEM LS 43,000.0000 43,000.00 0.095 4,085.00 S) 30 EXTEND 250 MM CONDUIT M 500.0000 40,000.00 20.690 10,345.00 S) 31 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 8,000.00 0.000 0.00 32 ASPHALT CONCRETE (TYPE A) TONN 48.0000 556,800.00 68.220 3,274.56 5,346.680 256,640.64 33 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 36,000.00 13.830 27,660.00 F) 34 450 MM REINFORCED CONCRETE PIPE M 200.0000 48,000.00 165.600 33,120.00 35 100 MM PLASTIC PIPE UNDERDRAIN M 55.0000 29,150.00 234.500 12,897.50 531.000 29,205.00 (MODIFIED) 36 GRATED LINE DRAIN M 340.0000 10,200.00 42.000 14,280.00 37 MISCELLANEOUS IRON AND STEEL KG 2.0000 3,256.00 1,036.000 2,072.00 SF) 38 CONCRETE BARRIER (TYPE 60S) M 97.0000 931,200.00 1,636.700 158,759.90 4,882.500 473,602.50 39 CONCRETE BARRIER (TYPE 60 MODIFIED) M 204.0000 114,240.00 560.000 114,240.00 40 CONCRETE BARRIER (TYPE 60 SA MODIFIED) M 115.0000 9,200.00 0.000 0.00 F) 41 CONCRETE BARRIER (TYPE 60 SA MODIFIED 2) M 115.0000 32,200.00 0.000 0.00 F) 42 CONCRETE BARRIER (TYPE 60 SE MODIFIED) M 544.0000 59,840.00 56.400 30,681.60 56.400 30,681.60 43 CONCRETE BARRIER (TYPE 60 S MODIFIED 2) M 124.0000 115,320.00 0.000 0.00 44 PAINT TRAFFIC STRIPE (2-COAT) M 0.2000 7,360.00 23,153.000 4,630.60 S) 45 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 14,850.00 4,166.000 4,582.60 S) 46 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9000 14,790.00 1,652.000 4,790.80 S) 47 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 4,000.0000 4,000.00 0.290 1,160.00 S) 48 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 6,000.0000 6,000.00 0.100 600.00 S) 49 MODIFY RAMP METERING SYSTEM (LOCATION 3) LS 8,000.0000 8,000.00 0.180 1,440.00 S) PROGRAM CAS145 PAGE 3 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-075804 TIME 01:25 PM ESTIMATE NO. 14 BID OPENING 07/25/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MODIFY RAMP METERING SYSTEM (LOCATION 4) LS 5,000.0000 5,000.00 0.000 0.00 S) 51 MODIFY RAMP METERING SYSTEM (LOCATION 5) LS 5,000.0000 5,000.00 0.170 850.00 S) 52 MODIFY RAMP METERING SYSTEM (LOCATION 6) LS 5,000.0000 5,000.00 0.190 950.00 S) 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 PAINT TRAFFIC STRIPE (BLACK) (1-COAT) M 0.1200 1,452.00 6,684.000 802.08 PROGRAM CAS145 PAGE 4 DATE 08/22/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-075804 TIME 01:25 PM ESTIMATE NO. 14 BID OPENING 07/25/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/03 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 08/22/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 242,630.56 1,962,969.03 ADJUSTMENT OF COMPENSATION 1,229.97 2,594.97 EXTRA WORK 2,144.07 33,781.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 246,004.60 1,999,345.57 55 MOBILIZATION LS 260,000.0000 260,000.00 0.050 13,000.00 1.000 260,000.00 ORIGINAL CONTRACT AMOUNT 3,707,838.00 TOTAL WORK COMPLETED 259,004.60 2,259,345.57 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 259,004.60 2,249,345.57 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 09/09/02 470 09/24/02 09/24/02 11/17/03 182 49 16 0 59% 77% PROGRESS UNSATISFACTORY WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 08/22/03