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 09/27/05 EST. NO.30 TIME 01:38 PM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 016 0002 -1,820.00 A.C. @ L.S.(-) 021304 N 001LB0 024 0002 6,081.30 A.C. @ L.S.(+) 022205 N 00LB 0 025 0001 6,524.80 A.C. @ L.S.(+) 091405 N 001LB0 10,786.10 TOTAL THIS ESTIMATE 188,686.91 TOTAL PREVIOUS ESTIMATE 199,473.01 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 09/27/05 EST. NO.30 TIME 01:38 PM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO PAYMENT BOND -34,329.00 19 NO PAYMENT BOND -26,374.50 20 NO PAYMENT BOND 60,703.50 24 REPAIR TO OH STRUCTU -1,562.79 26 LABOR COMPL VIOL. -15,098.68 28 0.00 -16,661.47 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -1,869.18 12 DOCS RECD 1,869.18 13 O/S DOCS -1,000.00 27 DOCS RECD 1,000.00 29 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 PRS RECD OCT 10,000.00 03 O/S PRS DEC -4,959.96 04 PRS RECD NOV 10,000.00 04 O/S PRS JAN -10,000.00 06 O/S PRS FEB -6,382.01 07 PRS RECD DEC 4,959.96 08 O/S PRS FEB RECD 6,382.01 09 PRS RECD JAN 10,000.00 10 O/S PRS AUG -7,749.60 13 O/S PRS OCT -10,000.00 17 PRS RECD AUG 7,749.60 17 O/S PRS NOV -10,000.00 18 O/S PRS MARCH -10,000.00 19 PRS RECD OCT 10,000.00 19 O/S PRS OCT -10,000.00 20 O/S PRS NOV -10,000.00 21 PRS RECD OCT 03 10,000.00 21 PRS RECD OCT 02 10,000.00 22 PRS RECD NOV 02 10,000.00 22 PRS RECD NOV 03 10,000.00 22 O/S PRS JAN -10,000.00 23 O/S PRS MARCH -9,141.70 25 O/S PRS APRIL -1,000.00 26 O/S PRS JUNE -2,117.26 26 O/S PRS MAY -2,117.26 26 PRS RECD MARCH 9,141.70 26 PRS RECD JAN 10,000.00 26 0.00 -5,234.52 LIQUIDATED DAMAGES 11 DAYS @ $550/DAY -6,050.00 19 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 09/27/05 EST. NO.30 TIME 01:38 PM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 31 DAYS @ $550/DAY -17,050.00 20 31 DAYS @ $550/DAY -17,050.00 21 30 DAYS @ $550/DAY -16,500.00 22 31 DAYS @ $550/DAY -17,050.00 23 29 DAYS @ $550/DAY -15,950.00 24 31 DAYS @ $550/DAY -17,050.00 25 14 DAYS @ $550/DAY -7,700.00 26 30 DAYS @ $550/DAY -16,500.00 26 31 DAYS @ $550/DAY -17,050.00 26 30 DAYS @ $550/DAY -16,500.00 27 31 DAYS @ $550/DAY -17,000.00 27 31 DAYS @ $550/DAY -17,000.00 27 31 DAYS @ $550/DAY -17,000.00 27 CORRECTION EST. 27 -150.00 28 13 DAYS @ $550/DAY -7,150.00 28 18 DAYS @ $250/DAY -4,500.00 28 0.00 -227,250.00 OVERBID ITEMS OVERBID ITEM NO. 086 -7,987.65 02 OVERBID ITEM NO. 086 -3,993.82 03 OVERBID ITEM NO. 086 -3,195.06 11 OVERBID ITEM NO. 086 -798.77 19 OVERBID ITEM NO. 086 15,975.30 28 0.00 0.00 OTHER OUTSTANDING DOCUMENTS 2402,2403,FHWA-47 -10,000.00 28 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -259,145.99 PROGRAM CAS145 PAGE 1 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 01:38 PM ESTIMATE NO. 30 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 09/27/05 LOCATION SEMI-FINAL ESTIMATE 11-SD-5-8.6/9.4 ------------------- SOUTHWEST ENGINEERING, INC. IN SAN DIEGO COUNTY IN CHULA VISTA JOSEPH SAGATI, PRESIDENT AND NATIONAL CITY FROM E STREET 22333-216 PACIFIC COAST HWY OVERCROSSING TO 0.1 KM NORTH OF MALIBU, CA 90265 SWEETWATER RIVER BRIDGE FED. AID NO. CML-6066(34)E CONSTRUCT BIKE PATH AND 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 20,000.0000 20,000.00 1.000 20,000.00 02 TEMPORARY SOUND WALL M 100.0000 69,000.00 675.000 67,500.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 18,150.00 1,029.140 15,437.10 04 TEMPORARY EROSION CONTROL HA 3,500.0000 3,150.00 0.900 3,150.00 S) 05 TEMPORARY FIBER ROLL M 12.0000 27,960.00 1,942.020 23,304.24 06 TEMPORARY GRAVEL BAG EA 15.0000 1,500.00 100.000 1,500.00 07 TEMPORARY CONCRETE WASHOUT EA 10,000.0000 20,000.00 2.000 20,000.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 20,000.00 2.000 20,000.00 09 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 10 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 11 TRAFFIC PLASTIC DRUMS EA 100.0000 2,500.00 25.000 2,500.00 12 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 3,000.00 2.000 3,000.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 2.000 30,000.00 14 TEMPORARY RAILING (TYPE K) M 45.0000 21,150.00 622.100 27,994.50 15 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,800.00 28.000 5,600.00 16 REMOVE FENCE M 15.0000 270.00 18.000 270.00 17 REMOVE ROADSIDE SIGN EA 150.0000 750.00 5.000 750.00 18 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,080.00 360.000 1,080.00 19 REMOVE SLOPE PAVING M3 300.0000 14,400.00 27.800 8,340.00 20 RELOCATE FENCE M 30.0000 8,100.00 25.000 750.00 255.000 7,650.00 21 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 4.000 600.00 22 ADJUST MANHOLE EA 1,000.0000 2,000.00 2.000 2,000.00 PROGRAM CAS145 PAGE 2 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 01:38 PM ESTIMATE NO. 30 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CONCRETE BARRIER M 50.0000 6,500.00 125.900 6,295.00 24 CLEARING AND GRUBBING LS 4,000.0000 4,000.00 1.000 4,000.00 25 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000.00 26 ROADWAY EXCAVATION M3 15.0000 20,550.00 1,370.000 20,550.00 27 STRUCTURE EXCAVATION (BRIDGE) M3 400.0000 18,400.00 46.000 18,400.00 F) 28 STRUCTURE EXCAVATION (TYPE A) M3 1,000.0000 330,000.00 330.000 330,000.00 F) 29 STRUCTURE EXCAVATION (RETAINING WALL) M3 80.0000 245,440.00 2,652.000 212,160.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 11,250.00 45.000 11,250.00 F) 31 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 168,150.00 2,531.000 126,550.00 F) 32 STRUCTURAL BACKFILL M3 90.0000 59,130.00 567.000 51,030.00 F) (LIGHT WEIGHT, RETAINING WALL) 33 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 19,980.00 333.000 19,980.00 F) WALL) 34 HIGHWAY PLANTING LS 17,000.0000 17,000.00 1.000 17,000.00 S) 35 IMPORTED TOPSOIL (EROSION CONTROL) M3 50.0000 8,000.00 160.000 8,000.00 S) 36 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 6,210.00 2,695.000 8,085.00 S) 37 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 1,000.00 13.930 1,393.00 S) 38 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 50.0000 1,150.00 29.950 1,497.50 S) 39 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 0.010 20.00 1.000 2,000.00 S) 40 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 S) 41 200 MM CONDUIT M 600.0000 1,800.00 3.000 1,800.00 S) 42 EXTEND 200 MM CONDUIT M 820.0000 2,460.00 3.000 2,460.00 S) 43 CLASS 2 AGGREGATE BASE M3 60.0000 30,000.00 500.000 30,000.00 44 ASPHALT CONCRETE (TYPE A) TONN 120.0000 91,200.00 741.630 88,995.60 45 PLACE ASPHALT CONCRETE DIKE M 20.0000 9,600.00 480.400 9,608.00 46 FURNISH PILING (CLASS 625C) M 120.0000 52,920.00 371.940 44,632.80 (ALTERNATIVE V) 47 DRIVE PILE (CLASS 625C) (ALTERNATIVE V) EA 5,000.0000 120,000.00 23.000 115,000.00 S) 48 FURNISH PILING (CLASS 400C) M 120.0000 32,400.00 268.430 32,211.60 (ALTERNATIVE V) 49 DRIVE PILE (CLASS 400C) (ALTERNATIVE V) EA 6,000.0000 78,000.00 13.000 78,000.00 S) PROGRAM CAS145 PAGE 3 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 01:38 PM ESTIMATE NO. 30 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PRESTRESSING CAST-IN-PLACE CONCRETE LS 30,000.0000 30,000.00 1.000 30,000.00 S) 51 SEAL COURSE CONCRETE M3 250.0000 37,000.00 22.460 5,615.00 52 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 650.0000 44,200.00 68.000 44,200.00 F) 53 STRUCTURAL CONCRETE, BRIDGE M3 1,600.0000 680,000.00 4.250 6,800.00 425.000 680,000.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 7,700.00 1.000 700.00 11.000 7,700.00 F) 55 CLASS 2 CONCRETE (RETAINING WALL) M3 340.0000 504,220.00 6.000 2,040.00 1,428.840 485,805.60 F) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 4,000.00 2.000 4,000.00 F) 57 ARCHITECTURAL TEXTURE M2 30.0000 55,980.00 1,855.260 55,657.80 F) 58 JOINT SEAL (MR 50 MM) M 350.0000 2,800.00 7.315 2,560.25 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 93,300.00 62,200.000 93,300.00 SF) 60 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 103,122.00 65,545.000 98,317.50 SF) 61 SHOTCRETE M3 400.0000 32,000.00 0.000 0.00 S) 62 METAL (BARRIER MOUNTED SIGN) KG 20.0000 1,340.00 0.000 0.00 F) 63 ROADSIDE SIGN - ONE POST EA 250.0000 3,250.00 16.000 4,000.00 64 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 600.00 0.000 0.00 METHOD) 65 300 MM PLASTIC PIPE M 250.0000 4,250.00 16.000 4,000.00 S) 66 450 MM REINFORCED CONCRETE PIPE M 500.0000 2,000.00 4.000 2,000.00 S) 67 600 MM REINFORCED CONCRETE PIPE M 700.0000 3,500.00 5.000 3,500.00 S) (CLASS IV) 68 1350 MM REINFORCED CONCRETE PIPE M 1,200.0000 8,400.00 0.000 0.00 S) (CLASS IV) 69 300 MM CONCRETE FLARED END SECTION EA 600.0000 1,200.00 2.000 1,200.00 70 SLOPE PAVING (CONCRETE) M3 500.0000 30,000.00 33.040 16,520.00 71 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,260.00 1,052.000 5,260.00 SF) 72 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 3,705.00 238.470 3,577.05 238.470 3,577.05 SF) 73 CHAIN LINK FENCE M 100.0000 95,000.00 450.000 45,000.00 936.900 93,690.00 S) (TYPE CL-1.2 MODIFIED) 74 CHAIN LINK FENCE (TYPE CL-1.5) M 40.0000 2,800.00 106.700 4,268.00 S) 75 CHAIN LINK FENCE (TYPE CL-1.5 MODIFIED, M 100.0000 93,000.00 914.000 91,400.00 S) VINYL CLAD, 0.9 M PLASTIC SHRUBBERY INSERT) PROGRAM CAS145 PAGE 4 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 01:38 PM ESTIMATE NO. 30 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 76 CHAIN LINK FENCE (TYPE CL-1.8 MODIFIED, M 250.0000 3,250.00 14.400 3,600.00 S) VINYL CLAD, 1.8 M PLASTIC SHRUBBERY INSERT) 77 METAL RAILING M 400.0000 102,400.00 256.000 102,400.00 SF) 78 BARRIER POST EA 500.0000 2,000.00 3.000 1,500.00 S) 79 CONCRETE BARRIER (TYPE 60) M 500.0000 6,500.00 13.000 6,500.00 80 CONCRETE BARRIER M 600.0000 24,000.00 32.000 19,200.00 (TYPE 60 MODIFIED) 81 CONCRETE BARRIER (TYPE 60C) M 250.0000 125,000.00 514.300 128,575.00 82 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 720.00 11.700 702.00 83 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 1,500.00 1,500.000 1,500.00 S) 84 SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 1.000 15,000.00 S) 85 LIGHTING LS 8,000.0000 8,000.00 1.000 8,000.00 S) PROGRAM CAS145 PAGE 5 DATE 09/27/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 01:38 PM ESTIMATE NO. 30 BID OPENING 08/23/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/06/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 09/27/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 58,887.05 3,675,122.54 ADJUSTMENT OF COMPENSATION 10,786.10 57,555.57 EXTRA WORK 0.00 141,917.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 69,673.15 3,874,595.55 86 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,340,247.00 TOTAL WORK COMPLETED 69,673.15 4,324,595.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -259,145.99 TOTAL 69,673.15 4,065,449.56 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 086 MOBILIZATION 434,024.70 450,000.00 15,975.30 (S) 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 10/03/01 495 10/09/01 10/09/01 12/06/04 657 121 0 43 100% 100% WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 09/27/05