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 01/21/00 EST. NO.07 TIME 07:58 AM 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 --------------------------------------------------------------------------- 006 0011-1 -922.09 E.W. @ F.A.(+) 102699 N 76A S3 DAO CORRECTING ENTRY 0011-2 911.02 102699 N 76A S3 DAO CORRECTING ENTRY 009 0006 694.54 E.W. @ F.A.(+) 092199 N 65A S3 010 0001 27,616.92 E.W. @ F.A.(+) 101299 N 73A S3 0001-1 -27,616.92 101299 N 73A S3 DAO CORRECTING ENTRY 0001-2 7,938.98 101299 N 73A S3 DAO CORRECTING ENTRY 0002 15,381.22 100899 N 74A S3 0003-1 -4,456.35 100699 N 72A S3 DAO CORRECTING ENTRY 0003-2 4,344.65 100699 N 72A S3 DAO CORRECTING ENTRY 0006 16,686.52 100799 N 85A S3 0006-1 -16,686.52 100799 N 85A S3 DAO CORRECTING ENTRY 0006-2 16,719.38 100799 N 85A S3 DAO CORRECTING ENTRY 40,611.35 TOTAL THIS ESTIMATE 63,913.14 TOTAL PREVIOUS ESTIMATE 104,524.49 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 01/21/00 EST. NO.07 TIME 07:58 AM 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 -6,350.25 -21,350.25 TOTAL DEDUCTIONS -6,350.25 -21,350.25 PROGRAM CAS145 PAGE 1 DATE 01/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 07:58 AM ESTIMATE NO. 07 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 01/20/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 01/21/00 LOCATION PROGRESS 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.710 14,200.00 (S) 002 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.070 7,000.00 0.510 51,000.00 (S) 003 TYPE III BARRICADE EA 400.0000 1,600.00 4.000 1,600.00 004 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,000.0000 24,000.00 0.210 1,680.00 1.530 12,240.00 005 ABANDON CULVERT EA 550.0000 6,600.00 4.000 2,200.00 006 ABANDON INLET EA 275.0000 825.00 2.000 550.00 007 REMOVE FENCE M 4.5000 1,845.00 405.000 1,822.50 008 REMOVE PAVEMENT MARKING M2 22.0000 15,840.00 0.000 0.00 009 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,440.00 0.000 0.00 010 REMOVE ASPHALT CONCRETE DIKE M 4.5000 765.00 603.000 2,713.50 011 REMOVE CULVERT M 40.0000 25,600.00 129.100 5,164.00 012 REMOVE INLET EA 750.0000 18,000.00 1.000 750.00 10.000 7,500.00 013 REMOVE HEADWALL EA 300.0000 600.00 2.000 600.00 014 REMOVE RETAINING WALL EA 300.0000 600.00 2.000 600.00 015 REMOVE CONCRETE PAVEMENT M2 50.0000 5,500.00 104.920 5,246.00 104.920 5,246.00 016 SALVAGE METAL BEAM GUARD RAILING M 30.0000 690.00 0.000 0.00 017 SALVAGE ROADSIDE SIGN EA 200.0000 1,000.00 0.000 0.00 018 RECONSTRUCT WOOD FENCE M 41.0000 12,300.00 288.500 11,828.50 (S) 019 RECONSTRUCT METAL BEAM GUARD RAILING M 170.0000 2,720.00 0.000 0.00 (S) 020 RESET ROADSIDE SIGN (ONE POST) EA 175.0000 7,175.00 0.000 0.00 021 RESET ROADSIDE SIGN (TWO POST) EA 200.0000 1,400.00 0.000 0.00 022 RELOCATE ROADSIDE SIGN (WOOD POST) EA 250.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 01/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 07:58 AM ESTIMATE NO. 07 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 01/20/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 01/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ADJUST WATER VALVE COVER TO GRADE EA 250.0000 2,500.00 0.000 0.00 024 ADJUST WATER METER BOX TO GRADE EA 250.0000 500.00 0.000 0.00 025 RELOCATE WATER METER EA 550.0000 1,100.00 0.000 0.00 026 ADJUST MANHOLE TO GRADE EA 350.0000 3,150.00 0.000 0.00 027 ADJUST UTILITY COVER TO GRADE EA 250.0000 1,500.00 0.000 0.00 028 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.6000 42,900.00 0.000 0.00 (S) 029 REMOVE CONCRETE CURB M 8.5000 5,780.00 188.400 1,601.40 030 REMOVE CONCRETE SIDEWALK M2 13.0000 10,010.00 329.860 4,288.18 031 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 032 ROADWAY EXCAVATION M3 60.0000 168,600.00 -256.000 -15,360.00 2,506.000 150,360.00 033 SAND BACKFILL M3 150.0000 4,200.00 22.300 3,345.00 034 IMPORTED MATERIAL (SHOULDER BACKING) TONN 73.0000 3,650.00 0.000 0.00 035 EROSION CONTROL (TYPE D) M2 1.2000 2,460.00 2,052.000 2,462.40 036 FINISHING ROADWAY LS 10,000.0000 10,000.00 0.000 0.00 037 CLASS 2 AGGREGATE BASE M3 75.0000 96,750.00 1,174.100 88,057.50 038 REPLACE ASPHALT CONCRETE SURFACING M3 290.0000 87,000.00 39.200 11,368.00 039 ASPHALT CONCRETE TONN 56.0000 644,000.00 1,678.400 93,990.40 040 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 253,400.00 0.000 0.00 041 PLACE ASPHALT CONCRETE DIKE M 4.2500 8,160.00 0.000 0.00 042 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 375.00 4.010 100.25 AREA) 043 MINOR CONCRETE (MINOR STRUCTURE) M3 1,150.0000 89,700.00 4.200 4,830.00 58.380 67,137.00 (F) 044 MINOR CONCRETE (BACKFILL) M3 145.0000 98,600.00 98.600 14,297.00 522.900 75,820.50 045 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.5000 29,500.00 0.000 0.00 046 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 6.2500 14,750.00 0.000 0.00 047 760 MM CAST-IN-DRILLED-HOLE M 1,300.0000 9,100.00 6.600 8,580.00 CONCRETE PILE (SIGN FOUNDATION) 048 ROADSIDE SIGN - ONE POST EA 225.0000 4,725.00 0.000 0.00 049 ROADSIDE SIGN - TWO POST EA 250.0000 250.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 07:58 AM ESTIMATE NO. 07 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 01/20/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 01/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PAINT CURB (2-COAT) M 4.0000 1,520.00 0.000 0.00 051 450 MM ALTERNATIVE PIPE CULVERT M 215.0000 45,150.00 54.100 11,631.50 052 600 MM ALTERNATIVE PIPE CULVERT M 170.0000 222,700.00 167.200 28,424.00 988.100 167,977.00 053 750 MM ALTERNATIVE PIPE CULVERT M 350.0000 2,100.00 5.800 2,030.00 054 1050 MM ALTERNATIVE PIPE CULVERT M 245.0000 41,650.00 168.100 41,184.50 055 1200 MM ALTERNATIVE PIPE CULVERT M 430.0000 12,470.00 27.820 11,962.60 056 1350 MM ALTERNATIVE PIPE CULVERT M 485.0000 41,710.00 85.400 41,419.00 057 855 MM X 1345 MM OVAL SHAPED REINFORCED M 670.0000 6,700.00 9.600 6,432.00 9.600 6,432.00 CONCRETE PIPE (CLASS III) 058 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 130.0000 4,680.00 0.000 0.00 (2.77 MM THICK) 059 600 MM ENTRANCE TAPER EA 850.0000 850.00 0.000 0.00 060 600 MM ANCHOR ASSEMBLY EA 300.0000 1,500.00 0.000 0.00 061 300 MM X 143 MM PART CIRCLE CORRUGATED M 100.0000 2,500.00 22.200 2,220.00 STEEL CULVERT (4.27 MM THICK) 062 900 MM CORRUGATED STEEL PIPE INLET M 800.0000 1,600.00 0.730 584.00 (2.77 MM THICK) 063 REDWOOD COVER EA 300.0000 900.00 1.000 300.00 3.000 900.00 064 MINOR CONCRETE (MISCELLANEOUS M3 925.0000 212,750.00 75.720 70,041.00 CONSTRUCTION) 065 MISCELLANEOUS IRON AND STEEL KG 2.4000 20,388.00 530.000 1,272.00 6,095.000 14,628.00 (SF) 066 FENCE (TYPE WM, METAL POST) M 7.0000 2,940.00 419.500 2,936.50 (S) 067 DELINEATOR (CLASS 1) EA 40.0000 160.00 0.000 0.00 068 MILEPOST MARKER EA 40.0000 160.00 0.000 0.00 069 MARKER (CULVERT) EA 40.0000 120.00 0.000 0.00 070 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 5,000.00 0.000 0.00 (S) 071 THERMOPLASTIC PAVEMENT MARKING M2 27.0000 22,680.00 0.000 0.00 (S) 072 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 6,000.00 0.000 0.00 (S) 073 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,490.00 0.000 0.00 (S) 074 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 3,445.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 075 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.5000 5.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 076 PAVEMENT MARKER (REFLECTIVE) EA 2.8000 4,256.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 4 DATE 01/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 07:58 AM ESTIMATE NO. 07 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 01/20/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 01/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 HIGHWAY ADVISORY RADIO SYSTEM LS 47,000.0000 47,000.00 0.740 34,780.00 (S) 078 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.010 1,250.00 0.760 95,000.00 (S) 079 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 115,000.0000 115,000.00 0.010 1,150.00 0.965 110,975.00 (S) 080 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 80,000.0000 80,000.00 0.100 8,000.00 0.850 68,000.00 (S) 081 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 93,000.0000 93,000.00 0.160 14,880.00 0.900 83,700.00 (S) 082 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 105,000.0000 105,000.00 0.050 5,250.00 0.810 85,050.00 (S) PROGRAM CAS145 PAGE 5 DATE 01/21/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-291904 TIME 07:58 AM ESTIMATE NO. 07 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 01/20/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 01/21/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 85,401.00 1,495,826.23 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 40,611.35 104,524.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 126,012.35 1,600,350.72 083 MOBILIZATION LS 213,000.0000 213,000.00 0.950 202,350.00 ORIGINAL CONTRACT AMOUNT 3,307,084.00 TOTAL WORK COMPLETED 126,012.35 1,802,700.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,350.25 -21,350.25 TOTAL 119,662.10 1,781,350.47 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 07/07/99 200 00/00/00 07/22/99 06/21/00 105 20 1 10 52% 47% PROGRESS IS SATISFACTORY DENDALL, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/00