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 12/26/07 EST. NO.37 TIME 11:13 AM 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 --------------------------------------------------------------------------- 037 0001 620,007.82 A.C. @ L.S.(+) 122007 N 0001 0 038 0001 15,000.00 A.C. @ L.S.(+) 121707 N 0001 0 635,007.82 TOTAL THIS ESTIMATE 587,696.16 TOTAL PREVIOUS ESTIMATE 1,222,703.98 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 12/26/07 EST. NO.37 TIME 11:13 AM 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 RET DED OVERPAY CCO 39,234.14 28 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 26 RECEIVED PAYROLLS 10,000.00 29 0.00 0.00 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 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISS FHWA 47/CEM2402 -10,000.00 26 FHWA47/CEM2402 10,000.00 33 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 11:13 AM ESTIMATE NO. 37 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 12/26/07 LOCATION FINAL ESTIMATE 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 02 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 S) 03 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 1,365.00 38.000 1,330.00 04 PORTABLE CHANGEABLE MESSAGE SIGN LS 40,000.0000 40,000.00 1.000 40,000.00 05 TEMPORARY RAILING (TYPE K) LF 40.0000 37,600.00 917.000 36,680.00 06 TEMPORARY CRASH CUSHION MODULE EA 325.0000 7,800.00 24.000 7,800.00 07 TEMPORARY TRAFFIC SCREEN LF 5.0000 4,700.00 440.000 2,200.00 08 ABANDON CULVERT EA 1,000.0000 1,000.00 1.000 1,000.00 09 REMOVE FENCE (TYPE BW) LF 2.0000 200.00 100.000 200.00 10 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 300.00 2.000 300.00 11 REMOVE ASPHALT CONCRETE CY 45.0000 3,150.00 0.000 0.00 12 REMOVE OVERSIDE DRAIN EA 500.0000 500.00 1.000 500.00 13 REMOVE CULVERT LF 10.0000 2,500.00 250.000 2,500.00 14 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000.00 15 REMOVE HEADWALL EA 600.0000 600.00 1.000 600.00 16 SALVAGE METAL BEAM GUARD RAILING LF 5.0000 1,750.00 348.000 1,740.00 17 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 750.00 5.000 750.00 18 RESET ROADSIDE SIGN (TWO POST) EA 300.0000 900.00 3.000 900.00 19 BRIDGE REMOVAL LS 200,000.0000 200,000.00 1.000 200,000.00 20 CLEARING AND GRUBBING ACRE 5,000.0000 10,000.00 1.382 6,910.00 21 ROADWAY EXCAVATION CY 25.0000 222,750.00 9,276.060 231,901.50 22 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 252,000.00 840.000 252,000.00 F) PROGRAM CAS145 PAGE 2 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 11:13 AM ESTIMATE NO. 37 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 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 STRUCTURE EXCAVATION (PIER COLUMN) CY 2,000.0000 380,000.00 190.000 380,000.00 F) 24 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 21,000.00 210.000 21,000.00 F) 25 DITCH EXCAVATION CY 20.0000 1,440.00 19.300 386.00 26 IMPORTED MATERIAL (SHOULDER BACKING) TON 65.0000 9,100.00 99.720 6,481.80 27 DUFF SQYD 8.0000 14,000.00 2,281.460 18,251.68 S) 28 EROSION CONTROL (MULCH) SQYD 8.0000 14,000.00 2,562.460 20,499.68 S) 29 EROSION CONTROL (TYPE D) SQYD 1.0000 6,290.00 8,593.190 8,593.19 S) 30 CLASS 2 AGGREGATE BASE CY 45.0000 47,250.00 1,376.090 61,924.05 31 REPLACE ASPHALT CONCRETE SURFACING CY 500.0000 8,000.00 2.000 1,000.00 32 ASPHALT CONCRETE (TYPE B) TON 60.0000 141,000.00 2,257.580 135,454.80 33 PLACE ASPHALT CONCRETE (MISCELLANEOUS SQYD 60.0000 1,320.00 32.670 1,960.20 AREA) 34 PLACE ASPHALT CONCRETE DIKE (TYPE A) LF 3.0000 2,700.00 866.000 2,598.00 35 PLACE ASPHALT CONCRETE DIKE (TYPE E) LF 3.0000 1,230.00 361.000 1,083.00 36 PLACE ASPHALT CONCRETE DIKE (TYPE F) LF 3.0000 192.00 63.000 189.00 37 ASPHALTIC EMULSION (PAINT BINDER) TON 300.0000 1,800.00 5.500 1,650.00 38 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 225.0000 18,225.00 81.000 18,225.00 F) 39 STRUCTURAL CONCRETE, BRIDGE CY 736.0000 1,070,880.00 1,467.200 1,079,859.20 F) 40 STRUCTURAL CONCRETE, PIER COLUMN CY 200.0000 28,400.00 142.000 28,400.00 F) 41 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 1,250.00 0.500 1,250.00 F) 42 JOINT SEAL (TYPE B-MR 1") LF 40.0000 3,480.00 87.000 3,480.00 S) 43 BAR REINFORCING STEEL (BRIDGE) LB 0.7600 259,920.00 343,844.000 261,321.44 SF) 44 BAR REINFORCING STEEL (EPOXY COATED) LB 0.9300 181,350.00 196,592.000 182,830.56 SF)(BRIDGE) 45 ROADSIDE SIGN - ONE POST EA 200.0000 200.00 1.000 200.00 46 TEMPORARY PEDESTRIAN WALKWAY LS 40,000.0000 40,000.00 1.000 40,000.00 47 18" PLASTIC PIPE LF 50.0000 7,500.00 143.000 7,150.00 48 24" PLASTIC PIPE LF 80.0000 6,240.00 79.000 6,320.00 49 24" CORRUGATED STEEL PIPE (.109" THICK) LF 80.0000 4,800.00 60.000 4,800.00 PROGRAM CAS145 PAGE 3 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 11:13 AM ESTIMATE NO. 37 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 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 50.0000 600.00 25.000 1,250.00 (.079" THICK) 51 12" ENTRANCE TAPER EA 400.0000 400.00 1.000 400.00 52 36" CORRUGATED STEEL PIPE INLET LF 300.0000 2,700.00 7.500 2,250.00 (.109" THICK) 53 24" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500.00 54 MISCELLANEOUS IRON AND STEEL LB 2.0000 784.00 392.000 784.00 F) 55 MISCELLANEOUS METAL (BRIDGE) LB 4.0000 6,880.00 1,720.000 6,880.00 SF) 56 FENCE (TYPE BW, 5-STRAND, WOOD POST) LF 30.0000 2,700.00 93.000 2,790.00 57 CONCRETE BARRIER DELINEATOR, EA 25.0000 100.00 4.000 100.00 400 MM (16") 58 DELINEATOR (CLASS 1) EA 30.0000 210.00 7.000 210.00 59 MARKER (CULVERT) EA 35.0000 210.00 6.000 210.00 60 OBJECT MARKER EA 32.0000 64.00 2.000 64.00 61 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 5,400.00 204.700 3,684.60 S) 62 TUBULAR HANDRAILING LF 28.0000 18,984.00 687.000 19,236.00 SF) 63 CONCRETE BARRIER (TYPE 25) LF 45.0000 30,510.00 687.000 30,915.00 F) 64 ANCHOR ASSEMBLY (BREAKAWAY, TYPE M) EA 500.0000 1,500.00 0.000 0.00 65 TERMINAL SECTION (TYPE B) EA 50.0000 100.00 2.000 100.00 66 END SECTION EA 50.0000 100.00 2.000 100.00 67 TERMINAL SECTION (TYPE M) EA 120.0000 360.00 0.000 0.00 68 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,800.00 7,908.000 3,954.00 69 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 440.00 100.000 400.00 70 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 1,710.00 5,020.000 1,506.00 71 PAVEMENT MARKER (REFLECTIVE) EA 5.0000 1,650.00 314.000 1,570.00 72 BRIDGE CONDUIT LS 27,000.0000 27,000.00 1.000 27,000.00 PROGRAM CAS145 PAGE 4 DATE 12/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-329424 TIME 11:13 AM ESTIMATE NO. 37 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 12/26/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,297,122.70 ADJUSTMENT OF COMPENSATION 635,007.82 49,079.47 EXTRA WORK 0.00 1,173,624.51 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 635,007.82 4,519,826.68 73 MOBILIZATION LS 372,414.0000 372,414.00 1.000 372,414.00 ORIGINAL CONTRACT AMOUNT 3,649,548.00 TOTAL WORK COMPLETED 635,007.82 4,892,240.68 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 635,007.82 4,892,240.68 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 07/11/00 421 107 85 38 100% 100% DENDALL, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/07