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 07/27/00 EST. NO.26 TIME 04:01 PM R.E. NAME: DENDALL, SCOTT 01-329424 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0113 577.12 E.W. @ F.A.(+) 051600 N 355 S3 0115 577.12 051700 N 354 S3 0116 526.59 020300 Y 340 S3 0117 521.92 050900 Y 338 S3 0118 988.78 050800 Y 339 S3 0119 521.92 050500 Y 337 S3 0122 988.78 050200 Y 333 S3 0123 755.36 050100 Y 334 S3 0124 644.28 040400 Y 332 S3 0125 531.26 033000 Y 331 S3 005 0080 1,030.22 E.W. @ F.A.(+) 122399 Y 329 S3 0081 369.38 100799 Y 330 S3 008 0001 86,422.00 E.W. @ L.S.(+) VAR N SL 0 0002 28.80 E.W. @ F.A.(+) 053100 N 359 0 0002-1 -28.80 053100 N 359 0 DAO CORRECTING ENTRY 0002-2 1,012.69 053100 N 359 0 DAO CORRECTING ENTRY 0003 967.06 060100 N 357 S3 0004 1,688.32 052200 N 351 S3 0005 1,356.56 052300 N 350 S3 0006 1,408.01 060200 N 358 S3 0007 1,521.49 053000 N 360 S3 0007-1 -1,521.49 053000 N 360 S3 DAO CORRECTING ENTRY 0007-2 1,513.67 053000 N 360 S3 DAO CORRECTING ENTRY 010 0010 11,254.09 A.C. @ L.S.(+) VAR N SL 0 019 0011 464.23 E.W. @ F.A.(+) 062000 N 361 S3 0012 737.96 051900 N 356 S3 021 0004 235.46 E.W. @ F.A.(+) 030100 N 342 S3 0005 772.20 022800 N 343 S3 030 0001 3,992.43 E.W. @ F.A.(+) 032400 Y 346 S3 0002 3,516.81 032400 Y 347 S3 0003 3,484.38 032300 Y 344 S3 0004 5,075.14 032300 Y 345 S3 0005 3,906.40 032500 Y 348 S3 135,840.14 TOTAL THIS ESTIMATE 806,401.04 TOTAL PREVIOUS ESTIMATE 942,241.18 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 07/27/00 EST. NO.26 TIME 04:01 PM R.E. NAME: DENDALL, SCOTT 01-329424 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERM DED OVERPAY CCO -39,234.14 22 0.00 -39,234.14 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 26 -10,000.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 073 -3,729.60 02 OVERBID ITEM NO. 073 -1,864.80 04 OVERBID ITEM NO. 073 -1,491.84 07 OVERBID ITEM NO. 073 -372.96 12 OVERBID ITEM NO. 073 7,459.20 26 7,459.20 0.00 OTHER OUTSTANDING DOCUMENTS MISS FHWA 47/CEM2402 -10,000.00 26 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -12,540.80 -59,234.14 PROGRAM CAS145 PAGE 1 DATE 07/27/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 04:01 PM ESTIMATE NO. 26 BID OPENING 05/20/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 07/27/00 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 01-MEN-101-93.6/94.0 ---------------------------------- MCM CONSTRUCTION INC IN MENDOCINO COUNTY NEAR LEGGETT AT P O BOX 620 ROCK CREEK BRIDGE NORTH HIGHLANDS CA 95660 FED. AID NO. N O N E SEISMIC RETROFIT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 002 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 003 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,365.00 38.000 1,330.00 004 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000.00 005 TEMPORARY RAILING (TYPE K) LF 40.0000 37,600.00 917.000 36,680.00 006 TEMPORARY CRASH CUSHION MODULE EA 325.0000 7,800.00 24.000 7,800.00 007 TEMPORARY TRAFFIC SCREEN LF 5.0000 4,700.00 440.000 2,200.00 008 ABANDON CULVERT EA 1,000.0000 1,000.00 1.000 1,000.00 009 REMOVE FENCE (TYPE BW) LF 2.0000 200.00 100.000 200.00 010 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 300.00 2.000 300.00 011 REMOVE ASPHALT CONCRETE CY 45.0000 3,150.00 -70.000 -3,150.00 0.000 0.00 012 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500.00 013 REMOVE CULVERT LF 10.0000 2,500.00 250.000 2,500.00 014 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000.00 015 REMOVE HEADWALL EA 600.0000 600.00 1.000 600.00 016 SALVAGE METAL BEAM GUARD RAILING LF 5.0000 1,750.00 348.000 1,740.00 017 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 750.00 5.000 750.00 5.000 750.00 018 RESET ROADSIDE SIGN (TWO POST) EA 300.0000 900.00 3.000 900.00 3.000 900.00 019 BRIDGE REMOVAL LS 200,000.0000 200,000.00 1.000 200,000.00 020 CLEARING AND GRUBBING ACRE 5,000.0000 10,000.00 1.382 6,910.00 021 ROADWAY EXCAVATION CY 25.0000 222,750.00 9,276.060 231,901.50 022 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 252,000.00 840.000 252,000.00 (F) PROGRAM CAS145 PAGE 2 DATE 07/27/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 04:01 PM ESTIMATE NO. 26 BID OPENING 05/20/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 07/27/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 STRUCTURE EXCAVATION (PIER COLUMN) CY 2,000.0000 380,000.00 190.000 380,000.00 (F) 024 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 21,000.00 210.000 21,000.00 (F) 025 DITCH EXCAVATION CY 20.0000 1,440.00 19.300 386.00 026 IMPORTED MATERIAL (SHOULDER BACKING) TON 65.0000 9,100.00 99.720 6,481.80 027 DUFF SQYD 8.0000 14,000.00 2,281.460 18,251.68 (S) 028 EROSION CONTROL (MULCH) SQYD 8.0000 14,000.00 281.000 2,248.00 2,562.460 20,499.68 (S) 029 EROSION CONTROL (TYPE D) SQYD 1.0000 6,290.00 4,000.000 4,000.00 8,593.190 8,593.19 (S) 030 CLASS 2 AGGREGATE BASE CY 45.0000 47,250.00 -698.150 -31,416.75 1,376.090 61,924.05 031 REPLACE ASPHALT CONCRETE SURFACING CY 500.0000 8,000.00 2.000 1,000.00 032 ASPHALT CONCRETE (TYPE B) TON 60.0000 141,000.00 2,257.580 135,454.80 033 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 60.0000 1,320.00 32.670 1,960.20 AREA) 034 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 3.0000 2,700.00 866.000 2,598.00 035 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 3.0000 1,230.00 361.000 1,083.00 036 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.0000 192.00 63.000 189.00 037 ASPHALTIC EMULSION (PAINT BINDER) TON 300.0000 1,800.00 5.500 1,650.00 5.500 1,650.00 038 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 225.0000 18,225.00 81.000 18,225.00 (F) 039 STRUCTURAL CONCRETE, BRIDGE CY 736.0000 1070,880.00 1,467.200 1,079,859.20 (F) 040 STRUCTURAL CONCRETE, PIER COLUMN CY 200.0000 28,400.00 142.000 28,400.00 (F) 041 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 1,250.00 0.500 1,250.00 (F) 042 JOINT SEAL (TYPE B-MR 1") LF 40.0000 3,480.00 78.300 3,132.00 87.000 3,480.00 (S) 043 BAR REINFORCING STEEL (BRIDGE) LB 0.7600 259,920.00 342,834.000 260,553.84 (SF) 044 BAR REINFORCING STEEL (EPOXY COATED) LB 0.9300 181,350.00 196,143.000 182,412.99 (SF)(BRIDGE) 045 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 1.000 200.00 1.000 200.00 046 TEMPORARY PEDESTRIAN WALKWAY LS 40,000.0000 40,000.00 1.000 40,000.00 047 18" PLASTIC PIPE LF 50.0000 7,500.00 143.000 7,150.00 048 24" PLASTIC PIPE LF 80.0000 6,240.00 79.000 6,320.00 049 24" CORRUGATED STEEL PIPE (.109" THICK) LF 80.0000 4,800.00 60.000 4,800.00 PROGRAM CAS145 PAGE 3 DATE 07/27/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 04:01 PM ESTIMATE NO. 26 BID OPENING 05/20/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 07/27/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 600.00 25.000 1,250.00 (.079" THICK) 051 12" ENTRANCE TAPER EA 400.0000 400.00 1.000 400.00 052 36" CORRUGATED STEEL PIPE INLET LF 300.0000 2,700.00 7.500 2,250.00 (.109" THICK) 053 24" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 054 MISCELLANEOUS IRON AND STEEL LB 2.0000 784.00 392.000 784.00 (F) 055 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 6,880.00 1,720.000 6,880.00 (SF) 056 FENCE (TYPE BW, 5-STRAND, WOOD POST) LF 30.0000 2,700.00 93.000 2,790.00 93.000 2,790.00 057 CONCRETE BARRIER DELINEATOR, EA 25.0000 100.00 4.000 100.00 4.000 100.00 400 MM (16") 058 DELINEATOR (CLASS 1) EA 30.0000 210.00 7.000 210.00 7.000 210.00 059 MARKER (CULVERT) EA 35.0000 210.00 6.000 210.00 6.000 210.00 060 OBJECT MARKER EA 32.0000 64.00 2.000 64.00 2.000 64.00 061 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 5,400.00 177.700 3,198.60 204.700 3,684.60 (S) 062 TUBULAR HANDRAILING LF 28.0000 18,984.00 682.000 19,096.00 (SF) 063 CONCRETE BARRIER (TYPE 25) LF 45.0000 30,510.00 678.000 30,510.00 (F) 064 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 500.0000 1,500.00 0.000 0.00 065 TERMINAL SECTION (TYPE B) EA 50.0000 100.00 1.000 50.00 2.000 100.00 066 END SECTION EA 50.0000 100.00 1.000 50.00 2.000 100.00 067 TERMINAL SECTION (TYPE M) EA 120.0000 360.00 0.000 0.00 068 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,800.00 7,908.000 3,954.00 7,908.000 3,954.00 069 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 440.00 100.000 400.00 100.000 400.00 070 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 1,710.00 5,020.000 1,506.00 071 PAVEMENT MARKER (REFLECTIVE) EA 5.0000 1,650.00 166.000 830.00 314.000 1,570.00 072 BRIDGE CONDUIT LS 27,000.0000 27,000.00 0.100 2,700.00 1.000 27,000.00 PROGRAM CAS145 PAGE 4 DATE 07/27/00 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 04:01 PM ESTIMATE NO. 26 BID OPENING 05/20/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/11/00 R.E. NAME: DENDALL, SCOTT DATE OF THIS ESTIMATE 07/27/00 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION -7,130.15 3,295,392.53 ADJUSTMENT OF COMPENSATION 11,254.09 48,311.84 EXTRA WORK 124,586.05 893,929.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 128,709.99 4,237,633.71 073 MOBILIZATION LS 372,414.0000 372,414.00 1.000 372,414.00 ORIGINAL CONTRACT AMOUNT 3,649,548.00 TOTAL WORK COMPLETED 128,709.99 4,610,047.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -12,540.80 -59,234.14 TOTAL 116,169.19 4,550,813.57 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 073 MOBILIZATION 364,954.80 372,414.00 7,459.20 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 06/10/98 300 06/11/98 06/02/98 07/11/00 390 107 52 38 100% 100% DENDALL, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/00