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 12/23/05 EST. NO.18 TIME 11:31 AM R.E. NAME: LEVINE, GARY 11-073704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0022 1,276.16 E.W. @ F.A.(+) 102604 N 0022 0 008 0001 4,340.82 A.C. @ L.S.(+) 091305 N XXX 0 009 0002 1,935.26 E.W. @ F.A.(+) 091605 N 0002 0 0003 203.39 102705 N 0003 0 0004 5,929.44 110105 N 0004 0 0005 489.91 110405 N 0005 0 0006 346.66 110705 N 0006 0 0007 3,525.10 111005 N 0007 0 010 0001 80,843.00 A.C. @ L.S.(+) 091305 N XXX 0 0002 10,369.00 E.W. @ L.S.(+) 112805 N 0002 0 109,258.74 TOTAL THIS ESTIMATE 63,287.86 TOTAL PREVIOUS ESTIMATE 172,546.60 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 12/23/05 EST. NO.18 TIME 11:31 AM R.E. NAME: LEVINE, GARY 11-073704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC -807.43 15 0.00 -807.43 LABOR COMPLIANCE VIOLATION O/S PRS JUNE -10,000.00 01 PRS RECD JUNE -10,000.00 02 PRS RECD JUNE 20,000.00 03 O/S PRS AUG -10,000.00 04 O/S PRS SEPT -10,000.00 05 PRS RECD AUG 10,000.00 05 O/S PRS OCT -10,000.00 06 PRS RECD SEPT 10,000.00 06 PRS RECD OCT 10,000.00 07 O/S PRS FEB -5,195.63 10 PRS RECD FEB 5,195.63 11 O/S PRS NOV -2,200.83 18 -2,200.83 -2,200.83 OTHER OUTSTANDING DOCUMENTS 2402,2403,FHWA-47 -10,000.00 18 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -12,200.83 -13,008.26 PROGRAM CAS145 PAGE 1 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-073704 TIME 11:31 AM ESTIMATE NO. 18 BID OPENING 04/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/28/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/23/05 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 11-SD-5-R51.1/R72.4 ---------------------------------------- HANSON SJH CONSTRUCTION IN SAN DIEGO COUNTY AT VARIOUS P.O. BOX 639069 LOCATIONS SAN DIEGO,CA 92163-9069 FED. AID NO. ACIM-005 -1(593)50E 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) LS 18,750.0000 18,750.00 0.500 9,375.00 1.000 18,750.00 02 PREPARE WATER POLLUTION CONTROL LS 2,625.0000 2,625.00 1.000 2,625.00 S) PROGRAM 03 WATER POLLUTION CONTROL LS 1,350.0000 1,350.00 1.000 1,350.00 04 TEMPORARY EROSION CONTROL M2 0.7900 790.00 1,412.000 1,115.48 S) 05 TEMPORARY FIBER ROLL M 7.4500 2,533.00 440.000 3,278.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 3,850.0000 3,850.00 1.000 3,850.00 07 CONSTRUCTION AREA SIGNS LS 21,638.0000 21,638.00 0.400 8,655.20 1.000 21,638.00 S) 08 TRAFFIC CONTROL SYSTEM LS 132,605.0000 132,605.00 0.030 3,978.15 1.000 132,605.00 S) 09 TEMPORARY PAVEMENT MARKING M2 10.2500 14,555.00 0.000 0.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6100 15,250.00 0.000 0.00 S) 11 TEMPORARY PAVEMENT MARKER EA 3.9500 9,559.00 0.000 0.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN EA 11,121.0000 66,726.00 6.000 66,726.00 S) 13 TEMPORARY RAILING (TYPE K) M 60.4000 25,972.00 427.000 25,790.80 S) 14 TRAFFIC PLASTIC DRUMS EA 31.5000 1,512.00 90.000 2,835.00 S) 15 TEMPORARY CRASH CUSHION MODULE EA 168.0000 20,160.00 112.000 18,816.00 S) 16 TEMPORARY CRASH CUSHION (ADIEM) EA 5,775.0000 57,750.00 10.000 57,750.00 S) 17 REMOVE SIGN PANEL EA 638.0000 21,692.00 34.000 21,692.00 18 REMOVE ASPHALT CONCRETE M2 42.0000 20,580.00 195.000 8,190.00 19 REMOVE ASPHALT CONCRETE DIKE M 1.0500 8,988.00 8,714.800 9,150.54 20 REMOVE DELINEATOR EA 10.5000 189.00 18.000 189.00 21 RECONSTRUCT METAL BEAM GUARD RAILING M 120.7500 10,626.00 87.400 10,553.55 S) (WOOD POST) 22 RESET ROADSIDE SIGN EA 246.0000 492.00 2.000 492.00 PROGRAM CAS145 PAGE 2 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-073704 TIME 11:31 AM ESTIMATE NO. 18 BID OPENING 04/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/28/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 MODIFY INLET EA 2,310.0000 13,860.00 6.000 13,860.00 24 MODIFY SIGN STRUCTURE EA 727.0000 21,810.00 30.000 21,810.00 S) 25 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.7400 388,960.00 106,231.900 397,307.31 S) 26 REMOVE CONCRETE M3 458.1818 504.00 1.500 687.27 27 CAP INLET EA 262.5000 2,625.00 10.000 2,625.00 28 ROADWAY EXCAVATION M3 62.5000 30,000.00 422.630 26,414.38 29 HIGHWAY PLANTING LS 11,800.0000 11,800.00 1.000 11,800.00 S) 30 PLANT ESTABLISHMENT WORK LS 10,340.0000 10,340.00 1.000 10,340.00 S) 31 IRRIGATION SYSTEM LS 36,144.0000 36,144.00 1.000 36,144.00 S) 32 150 MM CORRUGATED STEEL PIPE CONDUIT M 1,417.0000 2,834.00 2.000 2,834.00 S) (1.63 MM THICK) 33 CLASS 2 AGGREGATE BASE M3 75.9000 17,457.00 235.010 17,837.26 34 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 11,000.00 4.130 4,130.00 35 ASPHALT CONCRETE (TYPE A) TONN 62.5000 800,000.00 12,466.010 779,125.63 36 PLACE ASPHALT CONCRETE DIKE M 13.0000 121,030.00 8,531.000 110,903.00 37 ASPHALTIC EMULSION (PAINT BINDER) TONN 250.0000 7,250.00 30.690 7,672.50 38 MINOR CONCRETE (MINOR STRUCTURE) M3 5,040.0000 206,640.00 40.360 203,414.40 39 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 26,510.00 2,651.000 26,510.00 40 ROADSIDE SIGN - TWO POST EA 930.0000 4,650.00 5.000 4,650.00 41 INSTALL SIGN PANEL ON EXISTING FRAME M2 312.0000 20,904.00 66.420 20,723.04 S) 42 INSTALL SIGN PANEL ON EXISTING SIGN M2 49.0000 21,070.00 420.820 20,620.18 S) STRUCTURE 43 INSTALL ROADSIDE SIGN PANEL ON EA 158.0000 3,002.00 19.000 3,002.00 EXISTING POST 44 PAINT CURB (2-COAT) M2 6.3000 3,843.00 474.500 2,989.35 45 450 MM REINFORCED CONCRETE PIPE M 788.0000 2,364.00 3.000 2,364.00 46 450 MM BITUMINOUS COATED SLOTTED M 1,155.0000 17,325.00 15.000 17,325.00 CORRUGATED STEEL PIPE (2.77 MM THICK) 47 600 MM BITUMINOUS COATED SLOTTED M 1,365.0000 20,475.00 14.000 19,110.00 CORRUGATED STEEL PIPE (2.77 MM THICK) 48 MINOR CONCRETE (BACKFILL) M3 630.0000 630.00 0.830 522.90 49 MINOR CONCRETE (GUTTER) M3 955.4545 1,051.00 1.500 1,433.18 PROGRAM CAS145 PAGE 3 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-073704 TIME 11:31 AM ESTIMATE NO. 18 BID OPENING 04/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/28/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MISCELLANEOUS IRON AND STEEL KG 9.5000 24,576.50 2,587.000 24,576.50 SF) 51 DELINEATOR (CLASS 1) EA 36.7500 2,278.50 45.000 1,653.75 52 METAL BEAM GUARD RAILING DELINEATOR EA 26.0000 650.00 39.000 1,014.00 (FLEXIBLE POST) 53 TERMINAL SYSTEM (TYPE ET) EA 3,465.0000 3,465.00 1.000 3,465.00 S) 54 TERMINAL SYSTEM (TYPE SRT) EA 2,625.0000 15,750.00 6.000 15,750.00 S) 55 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 945.0000 6,615.00 7.000 6,615.00 S) 56 THERMOPLASTIC PAVEMENT MARKING M2 37.7000 53,534.00 1,425.300 53,733.81 S) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 1,072.00 766.000 1,225.60 S) 58 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 10,780.00 2,225.000 7,787.50 S) 59 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.1000 231.00 103.000 216.30 S) (BROKEN 3.66 M - 0.92 M) 60 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 592.00 255.000 408.00 S) (BROKEN 5.18 M - 2.14 M) 61 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 12,480.00 19,770.000 11,862.00 S) 62 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.9000 969.00 555.000 1,054.50 S) 63 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 6,039.00 1,625.000 5,362.50 S) 64 MODIFY RAMP METERING SYSTEM (LOC 1) LS 14,700.0000 14,700.00 1.000 14,700.00 S) 65 MODIFY RAMP METERING SYSTEM (LOC 2) LS 8,925.0000 8,925.00 1.000 8,925.00 S) 66 MODIFY RAMP METERING SYSTEM (LOC 3) LS 9,765.0000 9,765.00 1.000 9,765.00 S) 67 SIGN ILLUMINATION LS 132,300.0000 132,300.00 1.000 132,300.00 S) 68 INDUCTIVE LOOP DETECTOR LS 19,950.0000 19,950.00 1.000 19,950.00 S) 69 TRAFFIC MONITORING STATION (LOCATION 1) LS 42,000.0000 42,000.00 1.000 42,000.00 S) 70 TRAFFIC MONITORING STATION (LOCATION 2) LS 19,950.0000 19,950.00 1.000 19,950.00 S) 71 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,090.0000 27,090.00 1.000 27,090.00 S) (LOCATION 1) 72 CLOSED CIRCUIT TELEVISION SYSTEM LS 28,350.0000 28,350.00 1.000 28,350.00 S) (LOCATION 2) 73 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,090.0000 27,090.00 1.000 27,090.00 S) (LOCATION 3) 74 CLOSED CIRCUIT TELEVISION SYSTEM LS 52,942.0000 52,942.00 1.000 52,942.00 S) (LOCATION 4) 75 MODIFY LIGHTING LS 3,150.0000 3,150.00 1.000 3,150.00 S) PROGRAM CAS145 PAGE 4 DATE 12/23/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-073704 TIME 11:31 AM ESTIMATE NO. 18 BID OPENING 04/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/28/05 R.E. NAME: LEVINE, GARY DATE OF THIS ESTIMATE 12/23/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,008.35 2,694,487.23 ADJUSTMENT OF COMPENSATION 85,183.82 105,034.87 EXTRA WORK 24,074.92 67,511.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 131,267.09 2,867,033.83 76 MOBILIZATION LS 207,000.0000 207,000.00 1.000 207,000.00 ORIGINAL CONTRACT AMOUNT 2,994,514.00 TOTAL WORK COMPLETED 131,267.09 3,074,033.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,200.83 -13,008.26 TOTAL 119,066.26 3,061,025.57 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 05/24/04 240 06/08/04 06/18/04 11/28/05 240 131 0 0 100% 100% LEVINE, GARY RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 12/23/05