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 04/24/06 EST. NO.08 TIME 02:15 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 --------------------------------------------------------------------------- 005 0001 186,526.50 A.C. @ U.P.(+) 040406 N XXX 0 0002 2,818.50 040406 N X 0 189,345.00 TOTAL THIS ESTIMATE -96,000.00 TOTAL PREVIOUS ESTIMATE 93,345.00 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 04/24/06 EST. NO.08 TIME 02:15 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 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 02:15 PM ESTIMATE NO. 08 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 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 0.250 1,250.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD LS 367,000.0000 367,000.00 0.040 14,680.00 0.650 238,550.00 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 0.600 34,800.00 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 0.032 1,024.00 0.661 21,152.00 S) 07 TRAFFIC CONTROL SYSTEM LS 310,000.0000 310,000.00 0.040 12,400.00 0.653 202,430.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 0.400 8,000.00 3.260 65,200.00 S) 09 TEMPORARY RAILING (TYPE K) M 90.0000 8,820.00 0.000 0.00 S) 10 TRAFFIC PLASTIC DRUM EA 60.0000 1,200.00 0.000 0.00 S) 11 TEMPORARY CRASH CUSHION MODULE EA 350.0000 19,600.00 0.000 0.00 S) 12 REMOVE METAL BEAM GUARD RAILING M 30.0000 8,700.00 0.000 0.00 13 REMOVE ROADSIDE SIGN EA 400.0000 1,600.00 0.000 0.00 14 REMOVE ASPHALT CONCRETE DIKE M 1.5000 29,100.00 10,854.000 16,281.00 10,854.000 16,281.00 15 RESET ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 16 RELOCATE ROADSIDE SIGN EA 400.0000 400.00 0.000 0.00 17 MODIFY SIGN STRUCTURE EA 3,000.0000 63,000.00 21.000 63,000.00 21.000 63,000.00 S) 18 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 532,500.00 79,395.510 198,488.78 79,395.510 198,488.78 S) 19 REMOVE BRIDGE RAILING M 262.0000 17,292.00 0.000 0.00 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 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 02:15 PM ESTIMATE NO. 08 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 ASPHALT CONCRETE (TYPE A) TONN 99.0000 1,643,400.00 6,449.930 638,543.07 6,449.930 638,543.07 25 PLACE ASPHALT CONCRETE DIKE M 2.7500 53,350.00 0.000 0.00 26 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 23,600.00 22.820 9,128.00 22.820 9,128.00 27 REPLACE CONCRETE PAVEMENT M3 1,150.0000 989,000.00 3.310 3,806.50 712.430 819,294.50 (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 54,153.000 406,147.50 126,229.480 946,721.10 31 GRIND EXISTING CONCRETE M2 6.5000 2,561,000.00 401,202.530 2,607,816.45 S) PAVEMENT 32 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,645.0000 312,550.00 3.700 6,086.50 222.400 365,848.00 (TYPE R) 33 MINOR CONCRETE (MINOR STRUCTURE) M3 2,600.0000 4,940.00 0.000 0.00 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 81.000 12,150.00 S) 36 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 35,020.00 3,502.000 35,020.00 3,502.000 35,020.00 F) 37 ROADSIDE SIGN - ONE POST EA 500.0000 2,000.00 0.000 0.00 38 ROADSIDE SIGN - TWO POST EA 1,200.0000 13,200.00 0.000 0.00 39 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 150.00 0.000 0.00 METHOD) 40 INSTALL SIGN PANEL ON EXISTING FRAME M2 100.0000 11,000.00 102.460 10,246.00 102.460 10,246.00 41 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 2,400.00 0.000 0.00 EXISTING POST 42 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 26,000.00 259.630 25,963.00 259.630 25,963.00 STRUCTURE 43 GUARD RAILING DELINEATOR EA 25.0000 2,275.00 0.000 0.00 44 METAL BEAM GUARD RAILING M 125.0000 16,250.00 0.000 0.00 S) 45 TRANSITION RAILING (TYPE WB) EA 3,600.0000 28,800.00 0.000 0.00 S) 46 END CAP (TYPE TC) EA 500.0000 4,000.00 0.000 0.00 S) 47 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 30,000.00 0.000 0.00 S) 48 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 48,000.00 0.000 0.00 S) 49 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 9,500.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 02:15 PM ESTIMATE NO. 08 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 960.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 53 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 24,200.00 0.000 0.00 S) 54 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 20,340.00 23,516.000 21,164.40 S) 55 PAVEMENT MARKER (RETROREFLECTIVE) EA 1.8500 16,853.50 7,939.000 14,687.15 S) 56 INDUCTIVE LOOP DETECTOR EA 600.0000 36,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 04/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-078304 TIME 02:15 PM ESTIMATE NO. 08 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 04/20/06 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 04/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,462,214.35 6,778,564.33 ADJUSTMENT OF COMPENSATION 189,345.00 93,345.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,651,559.35 6,871,909.33 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 1,651,559.35 7,871,909.33 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,651,559.35 7,861,909.33 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 06/20/06 80 40 0 0 83% 65% PROGRESS IS SATISFACTORY LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 8 DATE 04/24/06