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 10/17/08 EST. NO.32 TIME 07:42 AM R.E. NAME: COLLINS, TOM 11-174324 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 044 0001 208,414.01 A.C. @ L.S.(+) 100608 N 0001 0 0001-1 -208,414.01 100608 N 0001 0 DAO CORRECTING ENTRY 0001-2 83,990.85 100608 N 0001 0 DAO CORRECTING ENTRY 83,990.85 TOTAL THIS ESTIMATE 192,090.62 TOTAL PREVIOUS ESTIMATE 276,081.47 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 10/17/08 EST. NO.32 TIME 07:42 AM R.E. NAME: COLLINS, TOM 11-174324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CPM UPDATE -2,599.00 12 LOW-STRENGTH CONCRET -1,018.80 12 UNACCEPTABLE CPM -15,400.00 13 UNACCEPTABLE CPM SCH -26,082.41 14 ACCEPTED SCHEDULE 44,081.41 15 LOW CONCRETE BREAKS -1,277.76 18 PC 270 WEAK CONCRETE -581.00 19 COUPLER TEST FAILURE -1,500.00 20 CEM-2402(F) -5,000.00 29 CEM-2402(F) RECD 5,000.00 30 FHWA-47 NOT RECVD -5,000.00 31 0.00 -9,377.56 LABOR COMPLIANCE VIOLATION O/S PRS FEB -10,000.00 02 PRS RECD FEB 10,000.00 03 O/S PRS MARCH -10,000.00 04 PRS RECD MARCH 10,000.00 05 O/S PRS JUNE -10,000.00 07 O/S PRS AUGUST -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS SEPT -10,000.00 10 PRS RECD AUGUST 10,000.00 10 PRS RECD SEPT 10,000.00 11 O/S PRS OCT -1,000.00 12 O/S PRS NOV -10,000.00 13 PRS RECD OCT 1,000.00 13 O/S PRS DEC -10,000.00 14 RS RECD NOV 10,000.00 14 O/S PS MARCH -6,239.36 18 PRS RECD DEC 10,000.00 18 O/S PRS MAR RECD 6,239.36 19 O/S PRS JUNE -10,000.00 21 O/S PRS JULY -10,000.00 22 O/S PRS AUG -6,393.94 23 PRS RECD JUNE 10,000.00 23 PRS RECD JULY 10,000.00 23 O/S PRS SEPT -1,000.00 24 PRS RECD AUG 6,393.94 26 PRS RECD SEPT 1,000.00 27 0.00 0.00 LIQUIDATED DAMAGES 12 DAYS @ $350/DAY -4,200.00 21 31 DAYS @ $350/DAY -10,850.00 22 28 DAYS @ $350/DAY -9,800.00 23 26 DAYS @ $350/DAY -9,100.00 24 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 10/17/08 EST. NO.32 TIME 07:42 AM R.E. NAME: COLLINS, TOM 11-174324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 3 DAYS @ $350/DAY 1,050.00 25 3 DAYS @ $350/DAY -1,050.00 29 0.00 -33,950.00 OTHER OUTSTANDING DOCUMENTS CEM-2403(F),FHWA-47 -10,000.00 29 CEM-2402(F), FHWA-47 10,000.00 31 0.00 0.00 TOTAL DEDUCTIONS 0.00 -43,327.56 PROGRAM CAS145 PAGE 1 DATE 10/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 07:42 AM ESTIMATE NO. 32 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/21/03 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 10/17/08 LOCATION FINAL ESTIMATE 11-SD-8-R26.4/R32.0 -------------- TM ENGINEERING IN SAN DIEGO COUNTY NEAR ALPINE ATTN: MATT MOETAZEDI FROM 0.6 KM WEST OF PEUTZ VALLEY 240 WOODLAWN #11 UNDERCROSSING TO 0.3 KM EAST OF CHULA VISTA, CA 91910 VIEJAS CREEK BRIDGE FED. AID NO. ACIM-008 -1(297)26E WIDEN BRIDGES AND SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 20,000.0000 20,000.00 1.000 20,000.00 02 TEMPORARY GRAVEL BAG EA 100.0000 2,000.00 20.000 2,000.00 03 TEMPORARY CONCRETE WASHOUT EA 10,000.0000 10,000.00 1.000 10,000.00 04 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000.00 S) 05 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000.00 S) 06 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 40,000.00 0.000 0.00 S) 07 PORTABLE DELINEATOR EA 30.0000 750.00 25.000 750.00 S) 08 TEMPORARY PAVEMENT MARKER EA 3.5000 4,865.00 850.000 2,975.00 S) 09 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 45,000.00 3.000 45,000.00 S) 10 TEMPORARY RAILING (TYPE K) M 65.0000 69,550.00 1,030.300 66,969.50 S) 11 TRAFFIC PLASTIC DRUM EA 200.0000 11,800.00 77.000 15,400.00 S) 12 TEMPORARY CRASH CUSHION MODULE EA 300.0000 17,400.00 58.000 17,400.00 S) 13 REMOVE TRAFFIC STRIPE M2 20.0000 13,600.00 1,050.200 21,004.00 14 RECONSTRUCT METAL BEAM GUARD RAILING M 100.0000 9,500.00 108.810 10,881.00 S) (WOOD POST) 15 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 16.0000 4,480.00 234.060 3,744.96 S) (30 MM MAXIMUM) 16 PREPARE CONCRETE BRIDGE DECK SURFACE M2 15.0000 15,660.00 1,045.700 15,685.50 17 BRIDGE REMOVAL (PORTION), LOCATION A LS 27,000.0000 27,000.00 1.000 27,000.00 18 BRIDGE REMOVAL (PORTION), LOCATION B LS 46,000.0000 46,000.00 1.000 46,000.00 19 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 1.000 24,000.00 20 ROADWAY EXCAVATION M3 150.0000 4,500.00 60.000 9,000.00 21 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 35,230.00 271.000 35,230.00 F) 22 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 14,600.00 146.000 14,600.00 F) PROGRAM CAS145 PAGE 2 DATE 10/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 07:42 AM ESTIMATE NO. 32 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/21/03 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 10/17/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 HIGHWAY PLANTING LS 23,000.0000 23,000.00 1.000 23,000.00 S) 24 STRAW (EROSION CONTROL) TONN 700.0000 980.00 1.710 1,197.00 S) 25 FIBER (EROSION CONTROL) KG 4.0000 2,720.00 831.640 3,326.56 S) 26 SEED (TYPE 1) (EROSION CONTROL) KG 500.0000 1,050.00 2.240 1,120.00 S) 27 SEED (TYPE 2) (EROSION CONTROL) KG 300.0000 690.00 3.030 909.00 S) 28 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 10.0000 200.00 24.470 244.70 S) 29 COMPOST (EROSION CONTROL) KG 3.0000 1,800.00 758.800 2,276.40 S) 30 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 300.00 73.390 366.95 S) 31 PLANT ESTABLISHMENT WORK LS 8,500.0000 8,500.00 1.000 8,500.00 S) 32 CLASS 2 AGGREGATE BASE M3 100.0000 2,000.00 33.450 3,345.00 33 ASPHALT CONCRETE (TYPE A) TONN 160.0000 8,960.00 123.610 19,777.60 34 RUMBLE STRIP M 150.0000 7,200.00 48.000 7,200.00 35 REPLACE CONCRETE PAVEMENT M3 400.0000 32,000.00 105.100 42,040.00 36 FURNISH STEEL PILING (HP 250 X 62) M 25.0000 950.00 35.375 884.38 37 DRIVE STEEL PILE (HP 250 X 62) EA 6,500.0000 26,000.00 4.000 26,000.00 S) 38 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 48,000.00 154.319 46,295.70 PILING 39 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 30,000.0000 150,000.00 5.000 150,000.00 S) PILING (ROCK SOCKET) 40 1524 MM PERMANENT STEEL CASING M 1,000.0000 12,000.00 10.200 10,200.00 S) 41 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 48,000.00 12.000 48,000.00 S) PILING 42 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 4,200.0000 134,400.00 31.400 131,880.00 PILING 43 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 15,400.00 44.000 15,400.00 F) 44 STRUCTURAL CONCRETE, BRIDGE M3 1,120.0000 488,320.00 436.000 488,320.00 F) 45 DRILL AND BOND DOWEL M 100.0000 7,400.00 60.600 6,060.00 46 FURNISH PRECAST PRESTRESSED CONCRETE EA 35,000.0000 105,000.00 3.000 105,000.00 S) BULB-TEE GIRDER (25 M - 30 M) 47 ERECT PRECAST PRESTRESSED CONCRETE EA 5,500.0000 16,500.00 3.000 16,500.00 S) GIRDER 48 FURNISH POLYESTER CONCRETE OVERLAY M3 2,000.0000 64,000.00 33.330 66,660.00 49 PLACE POLYESTER CONCRETE OVERLAY M2 35.0000 36,540.00 1,044.000 36,540.00 F) PROGRAM CAS145 PAGE 3 DATE 10/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 07:42 AM ESTIMATE NO. 32 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/21/03 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 10/17/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 JOINT SEAL (MR 50 MM) M 3,000.0000 12,000.00 5.563 16,689.00 S) 51 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 169,780.00 84,890.000 169,780.00 SF) 52 ABUTMENT LUMBER BLOCKING M3 5,000.0000 45,000.00 9.000 45,000.00 F) 53 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 3,000.00 3.000 3,000.00 54 CONCRETE BARRIER (TYPE 732) M 200.0000 30,400.00 152.000 30,400.00 F) 55 CONCRETE BARRIER (TYPE 732 MODIFIED) M 200.0000 58,000.00 290.000 58,000.00 F) 56 PAINT TRAFFIC STRIPE (2-COAT) M 1.5000 6,390.00 12,029.256 18,043.88 S) 57 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 980.00 903.000 1,806.00 S) 58 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,200.00 381.000 1,905.00 S) 59 WEATHER MONITORING STATION (MODIFY) LS 5,000.0000 5,000.00 1.000 5,000.00 S) PROGRAM CAS145 PAGE 4 DATE 10/17/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-174324 TIME 07:42 AM ESTIMATE NO. 32 BID OPENING 10/05/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/21/03 R.E. NAME: COLLINS, TOM DATE OF THIS ESTIMATE 10/17/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 2,046,307.13 ADJUSTMENT OF COMPENSATION 83,990.85 80,260.90 EXTRA WORK 0.00 195,820.57 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 83,990.85 2,322,388.60 60 MOBILIZATION LS 206,000.0000 206,000.00 1.000 206,000.00 ORIGINAL CONTRACT AMOUNT 2,243,595.00 TOTAL WORK COMPLETED 83,990.85 2,528,388.60 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -43,327.56 TOTAL 83,990.85 2,485,061.04 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 12/27/00 285 01/16/01 01/25/01 02/21/03 199 6 94 0 100% 100% COLLINS, TOM RESIDENT ENGINEER PROGRAM CAS145 DATE 10/17/08