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 03/23/04 EST. NO.24 TIME 12:47 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/23/04 EST. NO.24 TIME 12:47 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 60,703.50 0.00 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -1,869.18 12 DOCS RECD 1,869.18 13 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 0.00 -10,000.00 LIQUIDATED DAMAGES 11 DAYS @ $550/DAY -6,050.00 19 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 -15,950.00 -89,650.00 OVERBID ITEMS OVERBID ITEM NO. 086 -7,987.65 02 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 03/23/04 EST. NO.24 TIME 12:47 PM R.E. NAME: WILLIAMSON, JOHN 11-0479K4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 086 -3,993.82 03 OVERBID ITEM NO. 086 -3,195.06 11 OVERBID ITEM NO. 086 -798.77 19 0.00 -15,975.30 TOTAL DEDUCTIONS 44,753.50 -115,625.30 PROGRAM CAS145 PAGE 1 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 12:47 PM ESTIMATE NO. 24 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 03/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 03/23/04 LOCATION PROGRESS 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 0.100 2,000.00 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 0.500 5,000.00 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 0.909 9,090.00 10 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.976 97,600.00 S) 11 TRAFFIC PLASTIC DRUMS EA 100.0000 2,500.00 12.982 1,298.20 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 1.953 29,295.00 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 5.000 750.00 18 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,080.00 37.000 111.00 360.000 1,080.00 19 REMOVE SLOPE PAVING M3 300.0000 14,400.00 5.400 1,620.00 27.800 8,340.00 20 RELOCATE FENCE M 30.0000 8,100.00 230.000 6,900.00 21 RELOCATE ROADSIDE SIGN EA 150.0000 300.00 2.000 300.00 4.000 600.00 22 ADJUST MANHOLE EA 1,000.0000 2,000.00 1.000 1,000.00 1.000 1,000.00 PROGRAM CAS145 PAGE 2 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 12:47 PM ESTIMATE NO. 24 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 03/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.100 105.00 125.900 6,295.00 24 CLEARING AND GRUBBING LS 4,000.0000 4,000.00 0.100 400.00 1.000 4,000.00 25 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.045 225.00 1.000 5,000.00 26 ROADWAY EXCAVATION M3 15.0000 20,550.00 294.950 4,424.25 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 -189.000 -15,120.00 2,652.000 212,160.00 F) 30 STRUCTURE BACKFILL (BRIDGE) M3 250.0000 11,250.00 45.000 11,250.00 45.000 11,250.00 F) 31 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 168,150.00 7.000 350.00 2,531.000 126,550.00 F) 32 STRUCTURAL BACKFILL M3 90.0000 59,130.00 57.000 5,130.00 567.000 51,030.00 F) (LIGHT WEIGHT, RETAINING WALL) 33 PERVIOUS BACKFILL MATERIAL (RETAINING M3 60.0000 19,980.00 33.000 1,980.00 333.000 19,980.00 F) WALL) 34 HIGHWAY PLANTING LS 17,000.0000 17,000.00 0.000 0.00 S) 35 IMPORTED TOPSOIL (EROSION CONTROL) M3 50.0000 8,000.00 0.000 0.00 S) 36 BONDED FIBER MATRIX (EROSION CONTROL) KG 3.0000 6,210.00 2,695.000 8,085.00 2,695.000 8,085.00 S) 37 PURE LIVE SEED (EROSION CONTROL) KG 100.0000 1,000.00 13.930 1,393.00 13.930 1,393.00 S) 38 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 50.0000 1,150.00 29.950 1,497.50 29.950 1,497.50 S) 39 PLANT ESTABLISHMENT WORK LS 2,000.0000 2,000.00 0.000 0.00 S) 40 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 0.031 1,085.00 S) 41 200 MM CONDUIT M 600.0000 1,800.00 3.000 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 65.000 3,900.00 500.000 30,000.00 44 ASPHALT CONCRETE (TYPE A) TONN 120.0000 91,200.00 181.530 21,783.60 741.630 88,995.60 45 PLACE ASPHALT CONCRETE DIKE M 20.0000 9,600.00 384.320 7,686.40 384.320 7,686.40 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 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 12:47 PM ESTIMATE NO. 24 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 03/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 37.750 60,400.00 420.750 673,200.00 F) 54 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 7,700.00 1.880 1,316.00 10.000 7,000.00 F) 55 CLASS 2 CONCRETE (RETAINING WALL) M3 340.0000 504,220.00 10.840 3,685.60 1,422.840 483,765.60 F) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 4,000.00 0.750 1,500.00 0.750 1,500.00 F) 57 ARCHITECTURAL TEXTURE M2 30.0000 55,980.00 267.260 8,017.80 1,855.260 55,657.80 F) 58 JOINT SEAL (MR 50 MM) M 350.0000 2,800.00 7.315 2,560.25 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 3.000 750.00 3.000 750.00 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 12.000 3,000.00 12.000 3,000.00 S) 66 450 MM REINFORCED CONCRETE PIPE M 500.0000 2,000.00 0.400 200.00 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 0.000 0.00 70 SLOPE PAVING (CONCRETE) M3 500.0000 30,000.00 24.780 12,390.00 24.780 12,390.00 71 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,260.00 356.000 1,780.00 356.000 1,780.00 SF) 72 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 3,705.00 0.000 0.00 SF) 73 CHAIN LINK FENCE M 100.0000 95,000.00 0.000 0.00 S) (TYPE CL-1.2 MODIFIED) 74 CHAIN LINK FENCE (TYPE CL-1.5) M 40.0000 2,800.00 0.000 0.00 S) 75 CHAIN LINK FENCE (TYPE CL-1.5 MODIFIED, M 100.0000 93,000.00 760.000 76,000.00 760.000 76,000.00 S) VINYL CLAD, 0.9 M PLASTIC SHRUBBERY INSERT) PROGRAM CAS145 PAGE 4 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 12:47 PM ESTIMATE NO. 24 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 03/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 14.400 3,600.00 S) VINYL CLAD, 1.8 M PLASTIC SHRUBBERY INSERT) 77 METAL RAILING M 400.0000 102,400.00 244.000 97,600.00 244.000 97,600.00 SF) 78 BARRIER POST EA 500.0000 2,000.00 0.000 0.00 S) 79 CONCRETE BARRIER (TYPE 60) M 500.0000 6,500.00 10.400 5,200.00 10.400 5,200.00 80 CONCRETE BARRIER M 600.0000 24,000.00 13.700 8,220.00 13.700 8,220.00 (TYPE 60 MODIFIED) 81 CONCRETE BARRIER (TYPE 60C) M 250.0000 125,000.00 75.360 18,840.00 495.460 123,865.00 82 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 720.00 0.000 0.00 83 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 1,500.00 0.000 0.00 S) 84 SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 0.900 13,500.00 0.900 13,500.00 S) 85 LIGHTING LS 8,000.0000 8,000.00 0.900 7,200.00 0.900 7,200.00 S) PROGRAM CAS145 PAGE 5 DATE 03/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0479K4 TIME 12:47 PM ESTIMATE NO. 24 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 03/20/04 R.E. NAME: WILLIAMSON, JOHN DATE OF THIS ESTIMATE 03/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 392,728.60 3,436,693.89 ADJUSTMENT OF COMPENSATION 0.00 19,288.84 EXTRA WORK 0.00 109,980.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 392,728.60 3,565,963.55 86 MOBILIZATION LS 450,000.0000 450,000.00 1.000 450,000.00 ORIGINAL CONTRACT AMOUNT 4,340,247.00 TOTAL WORK COMPLETED 392,728.60 4,015,963.55 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 44,753.50 -115,625.30 TOTAL 437,482.10 3,900,338.25 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/03/01 495 10/09/01 10/09/01 03/25/04 482 124 0 2 87% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PER RE WILLIAMSON, JOHN RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 03/23/04