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 07/24/06 EST. NO.11 TIME 01:53 PM R.E. NAME: LEVINE, GARY 11-078304 --------------------------------------------------------------------------- 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 0005 997.83 E.W. @ F.A.(+) 060806 N 0037.0 0006 946.20 060706 N 0040.0 007 0006 621.39 E.W. @ F.A.(+) 013006 N 0011.0 2,565.42 TOTAL THIS ESTIMATE 146,634.02 TOTAL PREVIOUS ESTIMATE 149,199.44 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 07/24/06 EST. NO.11 TIME 01:53 PM R.E. NAME: LEVINE, GARY 11-078304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS NOV -10,000.00 02 O/S PRS DEC -10,000.00 03 PRS RECD NOV 10,000.00 03 PRS RECD DEC 10,000.00 04 O/S PRS JAN -10,000.00 05 O/S PRS APRIL -10,000.00 09 PRS RECD JAN 10,000.00 09 O/S PRS MAY -10,000.00 10 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 01:53 PM ESTIMATE NO. 11 BID OPENING 08/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 07/24/06 LOCATION PROGRESS ESTIMATE 11-SD-5-R42.7/R51.2 ----------------- FCI CONSTRUCTION COMPANY IN SAN DIEGO COUNTY NEAR CARLSBAD 2585 BUSINESS PARK DRIVE FROM LEUCADIA BOULEVARD VISTA,CA 92081-8831 OVERCROSSING TO ROUTE 78 AND 5 SEPARATION FED. AID NO. ACIM-005 -1(600)42E GRIND PORTLAND CEMENT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 367,000.0000 367,000.00 0.948 347,916.00 03 PREPARE WATER POLLUTION CONTROL LS 2,000.0000 2,000.00 0.750 1,500.00 S) PROGRAM 04 WATER POLLUTION CONTROL LS 58,000.0000 58,000.00 0.900 52,200.00 05 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 23,000.0000 23,000.00 0.900 20,700.00 06 CONSTRUCTION AREA SIGNS LS 32,000.0000 32,000.00 0.200 6,400.00 1.000 32,000.00 S) 07 TRAFFIC CONTROL SYSTEM LS 310,000.0000 310,000.00 1.000 310,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 4.980 99,600.00 S) 09 TEMPORARY RAILING (TYPE K) M 90.0000 8,820.00 146.400 13,176.00 S) 10 TRAFFIC PLASTIC DRUM EA 60.0000 1,200.00 30.000 1,800.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 350.0000 19,600.00 84.000 29,400.00 S) 12 REMOVE METAL BEAM GUARD RAILING M 30.0000 8,700.00 277.370 8,321.10 13 REMOVE ROADSIDE SIGN EA 400.0000 1,600.00 4.000 1,600.00 14 REMOVE ASPHALT CONCRETE DIKE M 1.5000 29,100.00 172.390 258.59 17,472.610 26,208.92 15 RESET ROADSIDE SIGN EA 400.0000 400.00 1.000 400.00 16 RELOCATE ROADSIDE SIGN EA 400.0000 400.00 1.000 400.00 17 MODIFY SIGN STRUCTURE EA 3,000.0000 63,000.00 21.000 63,000.00 S) 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 532,500.00 139,548.180 348,870.45 S) 19 REMOVE BRIDGE RAILING M 262.0000 17,292.00 66.000 17,292.00 20 ROADWAY EXCAVATION M3 181.0000 17,014.00 56.580 10,240.98 21 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 22 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 7,600.00 32.800 13,120.00 PROGRAM CAS145 PAGE 2 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 01:53 PM ESTIMATE NO. 11 BID OPENING 08/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 21,000.00 14.100 7,050.00 24 ASPHALT CONCRETE (TYPE A) TONN 99.0000 1,643,400.00 25.880 2,562.12 12,223.200 1,210,096.80 25 PLACE ASPHALT CONCRETE DIKE M 2.7500 53,350.00 17,645.000 48,523.75 26 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 23,600.00 41.930 16,772.00 27 REPLACE CONCRETE PAVEMENT M3 1,150.0000 989,000.00 712.430 819,294.50 (RAPID STRENGTH CONCRETE) 28 CONCRETE PAVEMENT M3 1,185.0000 111,390.00 56.580 67,047.30 (RAPID STRENGTH CONCRETE) 29 REPAIR SPALLED JOINTS M2 2,300.0000 230,000.00 117.162 269,472.60 (POLYESTER GROUT) 30 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 7.5000 1,342,500.00 126,229.480 946,721.10 31 GRIND EXISTING CONCRETE M2 6.5000 2,561,000.00 396,684.420 2,578,448.73 S) PAVEMENT 32 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,645.0000 312,550.00 222.400 365,848.00 (TYPE R) 33 MINOR CONCRETE (MINOR STRUCTURE) M3 2,600.0000 4,940.00 2.820 7,332.00 F) 34 PAVING NOTCH EXTENSION M3 7,500.0000 37,500.00 5.500 41,250.00 35 JOINT SEAL (MR 30 MM) M 150.0000 13,800.00 81.000 12,150.00 S) 36 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 35,020.00 3,502.000 35,020.00 F) 37 ROADSIDE SIGN - ONE POST EA 500.0000 2,000.00 4.000 2,000.00 38 ROADSIDE SIGN - TWO POST EA 1,200.0000 13,200.00 10.000 12,000.00 39 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 150.00 1.000 150.00 METHOD) 40 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 11,000.00 102.460 10,246.00 41 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 2,400.00 16.000 2,400.00 EXISTING POST 42 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 26,000.00 259.630 25,963.00 STRUCTURE 43 GUARD RAILING DELINEATOR EA 25.0000 2,275.00 5.000 125.00 91.000 2,275.00 44 METAL BEAM GUARD RAILING M 125.0000 16,250.00 68.560 8,570.00 S) 45 TRANSITION RAILING (TYPE WB) EA 3,600.0000 28,800.00 8.000 28,800.00 S) 46 END CAP (TYPE TC) EA 500.0000 4,000.00 8.000 4,000.00 8.000 4,000.00 S) 47 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 30,000.00 7.000 35,000.00 S) 48 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 48,000.00 17.000 51,000.00 S) 49 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,500.00 329.080 8,227.00 S) PROGRAM CAS145 PAGE 3 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 01:53 PM ESTIMATE NO. 11 BID OPENING 08/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 10,098.00 4,942.230 10,872.91 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,800.00 1,934.300 3,868.60 S) (BROKEN 3.66 M - 0.92 M) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 960.00 958.870 958.87 S) (BROKEN 5.18 M - 2.14 M) 53 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 24,200.00 60,632.590 24,253.04 S) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 20,340.00 25,567.000 23,010.30 S) 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8500 16,853.50 9,712.000 17,967.20 S) 56 INDUCTIVE LOOP DETECTOR EA 600.0000 36,000.00 54.000 32,400.00 S) PROGRAM CAS145 PAGE 4 DATE 07/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 01:53 PM ESTIMATE NO. 11 BID OPENING 08/25/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 07/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,345.71 8,135,484.15 ADJUSTMENT OF COMPENSATION 0.00 93,345.00 EXTRA WORK 2,565.42 55,854.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 15,911.13 8,284,683.59 57 MOBILIZATION LS 1000,000.0000 1,000,000.00 1.000 1,000,000.00 ORIGINAL CONTRACT AMOUNT 10,295,102.50 TOTAL WORK COMPLETED 15,911.13 9,284,683.59 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 15,911.13 9,264,683.59 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE (S) PREVENTION PLAN 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 10/07/05 124 10/24/05 10/24/05 08/01/06 123 55 0 0 97% 99% PROGRESS IS SATISFACTORY LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 07/24/06