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 12/09/03 EST. NO.19 TIME 02:18 PM R.E. NAME: DENDALL, SCOTT 01-291904 --------------------------------------------------------------------------- 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 0008-1 -72.54 E.W. @ F.A.(+) 081999 N 0573 0 DAO CORRECTING ENTRY 0008-2 76.17 081999 N 0573 0 DAO CORRECTING ENTRY 008 0004-1 -604.23 E.W. @ F.A.(+) 092999 N 0280 0 DAO CORRECTING ENTRY 0004-2 634.44 092999 N 0280 0 DAO CORRECTING ENTRY 022 0021-1 -834.92 E.W. @ F.A.(+) 051800 N 0572 0 DAO CORRECTING ENTRY 0021-2 876.67 051800 N 0572 0 DAO CORRECTING ENTRY 029 0001 38,668.93 A.C. @ L.S.(+) 103103 N 1 0 0002 1,907.89 E.W. @ L.S.(+) 103103 N 2 0 40,652.41 TOTAL THIS ESTIMATE 680,603.78 TOTAL PREVIOUS ESTIMATE 721,256.19 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 12/09/03 EST. NO.19 TIME 02:18 PM R.E. NAME: DENDALL, SCOTT 01-291904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ELEC COST BREAK DOWN -15,000.00 03 PROJECT SCHEDULE -21,350.25 07 RET ELEC COST DEDUCT 15,000.00 07 PROJECT SCHEDULE -109,488.00 10 PROJECT SCHEDULE -47,200.00 11 RET SCHED DED EST#10 109,488.00 11 RET SCHED DED EST#07 21,350.25 11 PROGRESS SCHEDULE 47,200.00 13 DENSEGRADE AC GRINDS -3,383.04 14 DISPOSAL RELEASE -15,000.00 14 OPENGRADE AC GRADING -398.27 14 RET DISPOSAL RELEASE 15,000.00 16 ADMINISTRATIVE COSTS -500.00 19 -500.00 -4,281.31 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 14 RECEIVED PAYROLLS 10,000.00 17 0.00 0.00 OTHER OUTSTANDING DOCUMENTS CEM 2402/FHWA 47 -10,000.00 14 REDUCE DEDUCTION 10,000.00 19 10,000.00 0.00 TOTAL DEDUCTIONS 9,500.00 -4,281.31 PROGRAM CAS145 PAGE 1 DATE 12/09/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 02:18 PM ESTIMATE NO. 19 BID OPENING 06/02/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 12/09/03 LOCATION FINAL ESTIMATE 01-MEN-1-59.7/62.1 -------------- ARGONAUT CONSTRUCTORS IN MENDOCINO COUNTY IN AND NEAR P O BOX 639 FORT BRAGG FROM HARE CREEK BRIDGE SANTA ROSA CA 95402 TO PUDDING CREEK BRIDGE FED. AID NO. ACST-P001(431)E ,P-P001(431)E WIDEN EXISTING HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 S) 02 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 03 TYPE III BARRICADE EA 400.0000 1,600.00 4.000 1,600.00 04 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 24,000.00 3.000 24,000.00 05 ABANDON CULVERT EA 550.0000 6,600.00 10.000 5,500.00 06 ABANDON INLET EA 275.0000 825.00 3.000 825.00 07 REMOVE FENCE M 4.5000 1,845.00 405.000 1,822.50 08 REMOVE PAVEMENT MARKING M2 22.0000 15,840.00 502.670 11,058.74 09 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,440.00 2,062.000 4,124.00 10 REMOVE ASPHALT CONCRETE DIKE M 4.5000 765.00 603.000 2,713.50 11 REMOVE CULVERT M 40.0000 25,600.00 197.200 7,888.00 12 REMOVE INLET EA 750.0000 18,000.00 19.000 14,250.00 13 REMOVE HEADWALL EA 300.0000 600.00 2.000 600.00 14 REMOVE RETAINING WALL EA 300.0000 600.00 2.000 600.00 15 REMOVE CONCRETE PAVEMENT M2 50.0000 5,500.00 104.920 5,246.00 16 SALVAGE METAL BEAM GUARD RAILING M 30.0000 690.00 20.000 600.00 17 SALVAGE ROADSIDE SIGN EA 200.0000 1,000.00 3.000 600.00 18 RECONSTRUCT WOOD FENCE M 41.0000 12,300.00 288.500 11,828.50 S) 19 RECONSTRUCT METAL BEAM GUARD RAILING M 170.0000 2,720.00 23.200 3,944.00 S) 20 RESET ROADSIDE SIGN (ONE POST) EA 175.0000 7,175.00 39.000 6,825.00 21 RESET ROADSIDE SIGN (TWO POST) EA 200.0000 1,400.00 8.000 1,600.00 22 RELOCATE ROADSIDE SIGN (WOOD POST) EA 250.0000 500.00 2.000 500.00 PROGRAM CAS145 PAGE 2 DATE 12/09/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 02:18 PM ESTIMATE NO. 19 BID OPENING 06/02/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 12/09/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ADJUST WATER VALVE COVER TO GRADE EA 250.0000 2,500.00 19.000 4,750.00 24 ADJUST WATER METER BOX TO GRADE EA 250.0000 500.00 0.000 0.00 25 RELOCATE WATER METER EA 550.0000 1,100.00 0.000 0.00 26 ADJUST MANHOLE TO GRADE EA 350.0000 3,150.00 15.000 5,250.00 27 ADJUST UTILITY COVER TO GRADE EA 250.0000 1,500.00 0.000 0.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 42,900.00 14,254.000 37,060.40 S) 29 REMOVE CONCRETE CURB M 8.5000 5,780.00 741.420 6,302.07 30 REMOVE CONCRETE SIDEWALK M2 13.0000 10,010.00 1,194.940 15,534.22 31 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 32 ROADWAY EXCAVATION M3 60.0000 168,600.00 2,506.000 150,360.00 33 SAND BACKFILL M3 150.0000 4,200.00 27.200 4,080.00 34 IMPORTED MATERIAL (SHOULDER BACKING) TONN 73.0000 3,650.00 51.380 3,750.74 35 EROSION CONTROL (TYPE D) M2 1.2000 2,460.00 2,052.000 2,462.40 36 FINISHING ROADWAY LS 10,000.0000 10,000.00 1.000 10,000.00 37 CLASS 2 AGGREGATE BASE M3 75.0000 96,750.00 1,174.100 88,057.50 38 REPLACE ASPHALT CONCRETE SURFACING M3 290.0000 87,000.00 301.030 87,298.70 39 ASPHALT CONCRETE TONN 56.0000 644,000.00 9,667.720 541,392.32 40 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 253,400.00 2,912.700 203,889.00 41 PLACE ASPHALT CONCRETE DIKE M 4.2500 8,160.00 1,933.000 8,215.25 42 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 375.00 32.810 820.25 AREA) 43 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 89,700.00 72.690 83,593.50 F) 44 MINOR CONCRETE (BACKFILL) M3 145.0000 98,600.00 697.200 101,094.00 45 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.5000 29,500.00 2,360.000 29,500.00 46 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 6.2500 14,750.00 2,360.000 14,750.00 47 760 MM CAST-IN-DRILLED-HOLE M 1,300.0000 9,100.00 6.600 8,580.00 CONCRETE PILE (SIGN FOUNDATION) 48 ROADSIDE SIGN - ONE POST EA 225.0000 4,725.00 21.000 4,725.00 49 ROADSIDE SIGN - TWO POST EA 250.0000 250.00 1.000 250.00 PROGRAM CAS145 PAGE 3 DATE 12/09/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 02:18 PM ESTIMATE NO. 19 BID OPENING 06/02/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 12/09/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PAINT CURB (2-COAT) M 4.0000 1,520.00 380.000 1,520.00 51 450 MM ALTERNATIVE PIPE CULVERT M 215.0000 45,150.00 77.000 16,555.00 52 600 MM ALTERNATIVE PIPE CULVERT M 170.0000 222,700.00 1,268.850 215,704.50 53 750 MM ALTERNATIVE PIPE CULVERT M 350.0000 2,100.00 6.000 2,100.00 54 1050 MM ALTERNATIVE PIPE CULVERT M 245.0000 41,650.00 169.000 41,405.00 55 1200 MM ALTERNATIVE PIPE CULVERT M 430.0000 12,470.00 27.820 11,962.60 56 1350 MM ALTERNATIVE PIPE CULVERT M 485.0000 41,710.00 86.000 41,710.00 57 855 MM X 1345 MM OVAL SHAPED REINFORCED M 670.0000 6,700.00 11.000 7,370.00 CONCRETE PIPE (CLASS III) 58 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 4,680.00 14.000 1,820.00 (2.77 MM THICK) 59 600 MM ENTRANCE TAPER EA 850.0000 850.00 1.000 850.00 60 600 MM ANCHOR ASSEMBLY EA 300.0000 1,500.00 3.000 900.00 61 300 MM X 143 MM PART CIRCLE CORRUGATED M 100.0000 2,500.00 22.200 2,220.00 STEEL CULVERT (4.27 MM THICK) 62 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 1,600.00 0.730 584.00 (2.77 MM THICK) 63 REDWOOD COVER EA 300.0000 900.00 3.000 900.00 64 MINOR CONCRETE (MISCELLANEOUS M3 925.0000 212,750.00 250.750 231,943.75 CONSTRUCTION) 65 MISCELLANEOUS IRON AND STEEL KG 2.4000 20,388.00 7,843.000 18,823.20 SF) 66 FENCE (TYPE WM, METAL POST) M 7.0000 2,940.00 419.500 2,936.50 S) 67 DELINEATOR (CLASS 1) EA 40.0000 160.00 4.000 160.00 68 MILEPOST MARKER EA 40.0000 160.00 4.000 160.00 69 MARKER (CULVERT) EA 40.0000 120.00 3.000 120.00 70 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 5,000.00 2.000 5,000.00 S) 71 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 22,680.00 932.120 25,167.24 S) 72 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,000.00 11,213.000 6,727.80 S) 73 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,490.00 1,328.300 1,328.30 S) 74 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,445.00 5,997.000 2,998.50 S) (BROKEN 10.98 M - 3.66 M) 75 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 5.00 10.000 5.00 S) (BROKEN 5.18 M - 2.14 M) 76 PAVEMENT MARKER (REFLECTIVE) EA 2.8000 4,256.00 1,476.000 4,132.80 S) PROGRAM CAS145 PAGE 4 DATE 12/09/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 02:18 PM ESTIMATE NO. 19 BID OPENING 06/02/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 12/09/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 HIGHWAY ADVISORY RADIO SYSTEM LS 47,000.0000 47,000.00 1.000 47,000.00 S) 78 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 1.000 125,000.00 S) 79 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 115,000.0000 115,000.00 1.000 115,000.00 S) 80 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 1.000 80,000.00 S) 81 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 93,000.0000 93,000.00 1.000 93,000.00 S) 82 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 105,000.0000 105,000.00 1.000 105,000.00 S) PROGRAM CAS145 PAGE 5 DATE 12/09/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 02:18 PM ESTIMATE NO. 19 BID OPENING 06/02/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/05/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 12/09/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,867,944.78 ADJUSTMENT OF COMPENSATION 38,668.93 45,264.02 EXTRA WORK 1,983.48 675,992.17 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 40,652.41 3,589,200.97 83 MOBILIZATION LS 213,000.0000 213,000.00 1.000 213,000.00 ORIGINAL CONTRACT AMOUNT 3,307,084.00 TOTAL WORK COMPLETED 40,652.41 3,802,200.97 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 9,500.00 -4,281.31 TOTAL 50,152.41 3,797,919.66 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 07/07/99 200 07/19/99 07/22/99 09/05/00 221 62 20 12 100% 100% DENDALL, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 12/09/03