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 05/21/04 EST. NO.04 TIME 08:47 AM R.E. NAME: ROSS MCGOWAN 05-0A1704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 3,050.67 E.W. @ F.A.(+) 040604 N 0001 0 0002 2,929.16 040804 N 0002 0 0004 1,630.21 041204 N 0004 0 0005 1,956.83 041504 N 0005 0 0006 1,080.77 040704 N 0006 0 0007 2,042.59 041904 N 0007 0 12,690.23 TOTAL THIS ESTIMATE 5,908.54 TOTAL PREVIOUS ESTIMATE 18,598.77 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 05/21/04 EST. NO.04 TIME 08:47 AM R.E. NAME: ROSS MCGOWAN 05-0A1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 05/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1704 TIME 08:47 AM ESTIMATE NO. 04 BID OPENING 12/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 05/21/04 LOCATION PROGRESS ESTIMATE 05-SLO-101-41.3/46.9 ----------------- WHITAKER CONTRACTORS INC IN SAN LUIS OBISPO COUNTY IN AND P O BOX 910 NEAR ATASCADERO FROM 1.6 KM SOUTH SANTA MARGARITA CA 93453 OF SANTA BARBARA ROAD OVERCROSSING TO SAN ANSELMO ROAD OVERCROSSING FED. AID NO. ACST-Q101(51)E ,PHG-Q101(51)E CONSTRUCT MEDIAN BARRIER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PREPARE STORM WATER POLLUTION LS 1,710.0000 1,710.00 0.750 1,282.50 S) PREVENTION PLAN 02 WATER POLLUTION CONTROL LS 7,500.0000 7,500.00 0.220 1,650.00 0.670 5,025.00 S) 03 CONSTRUCTION AREA SIGNS LS 7,900.0000 7,900.00 0.060 474.00 0.600 4,740.00 S) 04 TRAFFIC CONTROL SYSTEM LS 91,200.0000 91,200.00 0.220 20,064.00 0.670 61,104.00 S) 05 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,500.0000 11,500.00 0.220 2,530.00 0.670 7,705.00 S) 06 REMOVE FENCE (TYPE BW) M 7.5000 19,125.00 441.000 3,307.50 1,465.000 10,987.50 07 REMOVE FENCE (TYPE WM) M 7.5000 1,050.00 140.000 1,050.00 140.000 1,050.00 08 REMOVE CHAIN LINK FENCE M 11.4000 99,180.00 1,813.000 20,668.20 4,848.000 55,267.20 09 REMOVE METAL BEAM GUARD RAILING M 14.0000 3,920.00 120.000 1,680.00 153.000 2,142.00 10 REMOVE TRAFFIC STRIPE M 1.1500 92.00 80.000 92.00 80.000 92.00 11 REMOVE ROADSIDE SIGN EA 143.0000 3,289.00 0.000 0.00 12 REMOVE ROADSIDE SIGN (TIMBER POLE) EA 1,368.0000 15,048.00 0.000 0.00 13 REMOVE PIPE M 357.0000 1,785.00 5.000 1,785.00 14 REMOVE INLET EA 895.0000 1,790.00 2.000 1,790.00 15 REMOVE HEADWALL EA 1,670.0000 3,340.00 1.000 1,670.00 16 REMOVE DELINEATOR EA 23.0000 575.00 0.000 0.00 17 RECONSTRUCT METAL BEAM GUARD RAILING M 69.0000 27,600.00 89.000 6,141.00 289.000 19,941.00 18 RELOCATE ROADSIDE SIGN-ONE POST EA 143.0000 1,430.00 0.000 0.00 19 MODIFY INLET EA 1,880.0000 7,520.00 4.000 7,520.00 20 REMOVE CONCRETE (CURB AND GUTTER) M 11.2000 31,024.00 1,517.000 16,990.40 1,517.000 16,990.40 21 REMOVE CRASH CUSHION (SAND FILLED) EA 215.0000 860.00 0.000 0.00 22 CLEARING AND GRUBBING LS 70,000.0000 70,000.00 1.000 70,000.00 PROGRAM CAS145 PAGE 2 DATE 05/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1704 TIME 08:47 AM ESTIMATE NO. 04 BID OPENING 12/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 05/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION M3 24.0000 162,240.00 1,659.320 39,823.68 6,416.110 153,986.64 24 ROADWAY EXCAVATION (GORE REMOVAL) M3 20.0000 2,600.00 115.000 2,300.00 115.000 2,300.00 25 IMPORTED BORROW M3 43.0000 17,200.00 91.800 3,947.40 91.800 3,947.40 26 HIGHWAY PLANTING LS 5,046.0000 5,046.00 1.000 5,046.00 1.000 5,046.00 S) 27 EROSION CONTROL (BLANKET) M2 3.5000 7,280.00 0.000 0.00 S) 28 STRAW (EROSION CONTROL) TONN 2,645.0000 3,174.00 0.000 0.00 S) 29 FIBER (EROSION CONTROL) KG 2.5000 1,175.00 0.000 0.00 S) 30 COMPOST (EROSION CONTROL) KG 1.2000 852.00 0.000 0.00 31 PURE LIVE SEED (EROSION CONTROL) KG 70.0000 840.00 0.000 0.00 S) 32 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 186.00 0.000 0.00 S) 33 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.050 250.00 0.050 250.00 S) 34 IRRIGATION SYSTEM LS 16,400.0000 16,400.00 1.000 16,400.00 1.000 16,400.00 S) 35 CLASS 2 AGGREGATE BASE M3 50.0000 197,000.00 1,532.000 76,600.00 4,135.880 206,794.00 36 ASPHALT CONCRETE (TYPE A) TONN 54.0000 351,540.00 4,549.730 245,685.42 37 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 55.0000 15,400.00 0.000 0.00 AREA) 38 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 8.7500 6,125.00 0.000 0.00 39 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.6500 5,049.00 0.000 0.00 40 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.9000 4,424.00 0.000 0.00 41 ASPHALTIC EMULSION (PAINT BINDER) TONN 285.0000 3,420.00 9.400 2,679.00 42 CLASS 4 CONCRETE (BACKFILL) M3 222.0000 1,110.00 6.250 1,387.50 43 MINOR CONCRETE (MINOR STRUCTURE) M3 1,712.0000 15,408.00 8.640 14,791.68 F) 44 ROADSIDE SIGN - ONE POST EA 279.0000 3,627.00 0.000 0.00 45 INSTALL SIGN PANEL ON EXISTING FRAME M2 282.0000 3,102.00 0.000 0.00 46 INSTALL ROADSIDE SIGN EA 2,052.0000 45,144.00 0.000 0.00 (LAMINATED WOOD BOX POST) 47 450 MM REINFORCED CONCRETE PIPE M 835.0000 4,342.00 5.200 4,342.00 48 600 MM STEEL FLARED END SECTION EA 430.0000 1,720.00 2.000 860.00 4.000 1,720.00 49 ROCK SLOPE PROTECTION M3 229.0000 5,496.00 9.000 2,061.00 23.500 5,381.50 (FACING, METHOD B) PROGRAM CAS145 PAGE 3 DATE 05/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1704 TIME 08:47 AM ESTIMATE NO. 04 BID OPENING 12/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 05/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK SLOPE PROTECTION FABRIC M2 12.0000 888.00 30.000 360.00 74.000 888.00 51 MINOR CONCRETE (CURB AND GUTTER) M3 1,419.0000 15,609.00 0.000 0.00 S) 52 MISCELLANEOUS IRON AND STEEL KG 2.1000 4,368.00 2,076.000 4,359.60 SF) 53 FENCE (TYPE BW, 5 STRAND, METAL POST) M 18.8200 55,519.00 1,861.000 35,024.02 54 CHAIN LINK FENCE (TYPE CL-1.8) M 26.0000 200,720.00 1,667.000 43,342.00 4,074.000 105,924.00 55 CHAIN LINK FENCE (TYPE CL-1.8, M 43.5000 33,060.00 767.000 33,364.50 767.000 33,364.50 VINYL-CLAD) 56 DELINEATOR (CLASS 1) EA 38.0000 1,862.00 0.000 0.00 57 GUARD RAILING DELINEATOR EA 57.0000 1,995.00 0.000 0.00 S) 58 OBJECT MARKER EA 52.0000 312.00 0.000 0.00 59 METAL BEAM GUARD RAILING (STEEL POST) M 86.0000 57,620.00 0.000 0.00 S) 60 CONCRETE BARRIER (TYPE K) M 60.0000 53,400.00 0.000 0.00 61 SINGLE THRIE BEAM BARRIER (STEEL POST) M 52.0000 266,760.00 3,439.000 178,828.00 3,472.000 180,544.00 S) 62 DOUBLE THRIE BEAM BARRIER (STEEL POST) M 93.0000 408,270.00 2,428.000 225,804.00 4,385.000 407,805.00 S) 63 BURIED POST ANCHOR EA 1,370.0000 1,370.00 0.000 0.00 S) 64 TERMINAL SYSTEM (TYPE ET) EA 3,200.0000 6,400.00 0.000 0.00 S) 65 TERMINAL SYSTEM (TYPE SRT) EA 2,510.0000 7,530.00 0.000 0.00 S) 66 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,260.0000 5,040.00 0.000 0.00 S) 67 CRASH CUSHION (TYPE CAT) EA 4,400.0000 4,400.00 1.000 4,400.00 S) 68 CRASH CUSHION (TYPE CAT) BACKUP EA 1,392.0000 1,392.00 1.000 1,392.00 1.000 1,392.00 S) 69 THERMOPLASTIC TRAFFIC STRIPE M 0.7800 12,870.00 13,992.000 10,913.76 S) (SPRAYABLE) 70 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 55.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/21/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0A1704 TIME 08:47 AM ESTIMATE NO. 04 BID OPENING 12/10/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/04 R.E. NAME: ROSS MCGOWAN DATE OF THIS ESTIMATE 05/21/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 705,025.68 1,718,417.62 ADJUSTMENT OF COMPENSATION 0.00 4,040.72 EXTRA WORK 12,690.23 14,558.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 717,715.91 1,737,016.39 71 MOBILIZATION LS 35,000.0000 35,000.00 0.050 1,750.00 1.000 35,000.00 ORIGINAL CONTRACT AMOUNT 2,466,778.00 TOTAL WORK COMPLETED 719,465.91 1,772,016.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 719,465.91 1,772,016.39 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 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 01/21/04 330 02/12/04 02/17/04 06/29/05 52 13 2 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ROSS MCGOWAN RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 05/21/04