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 06/19/07 EST. NO.25 TIME 08:54 AM R.E. NAME: WRIGHT, GEOFFREY 01-314404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/19/07 EST. NO.25 TIME 08:54 AM R.E. NAME: WRIGHT, GEOFFREY 01-314404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PIER #2 ANONOLIES -7,593.10 05 WATER QUALITY VIO -85,957.45 08 PARTIAL REL WQ FINE 75,957.45 12 PIER #4 ANOMALIES -12,835.00 14 OUT OF SPEC FABRIC -2,510.00 17 RET PIER #4 ANOMALY 12,835.00 18 RET WATER VIOLATION 10,000.00 18 NO CPM SCHEDULE -52,416.00 19 PART RET RSP FABRIC 2,087.51 19 RETURN CPM 52,416.00 20 0.00 -8,015.59 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 01 PER LTR DATED 8/05 -2,000.00 02 RET EST. #1 DEDUCTIO 10,000.00 02 RETURN DEDUCTION 2,000.00 03 PER LTR DATED 10/05 -10,000.00 04 PER LTR DATED 11/05 -6,000.00 05 PER LTR DATED 12/05 -8,000.00 06 PER LTR DATED 1/06 -5,000.00 07 RETURN DEDUCTION 6,000.00 07 RETURN DEDUCTION 10,000.00 07 PER LTR DATED 2/06 -3,000.00 08 RETURN LCV DEDUCT 8,000.00 08 RECV'D PAYROLLS 8,000.00 11 PER LTR DATED 07/06 -5,000.00 14 PER LTR DATED 8/06 -2,000.00 15 RETURN 7/06 DEDUCT 5,000.00 15 RET 8/06 DEDUCTION 2,000.00 18 PER LTR DATED 11/06 -1,000.00 19 PER LTR DATED 12/06 -2,000.00 20 REC'VD NOV PAYROLLS 1,000.00 20 REC'D PAYROLLS 2,000.00 21 0.00 0.00 TOTAL DEDUCTIONS 0.00 -8,015.59 PROGRAM CAS145 PAGE 1 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-314404 TIME 08:54 AM ESTIMATE NO. 25 BID OPENING 06/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 06/19/07 LOCATION PROGRESS ESTIMATE 01-HUM-101-56.2/57.5 ----------------- M C M CONSTRUCTION INC IN HUMBOLDT COUNTY NEAR ALTON FROM P O BOX 620 1.0 KM SOUTH OF THE VAN DUZEN RIVER NORTH HIGHLANDS CA 95660 BRIDGE TO 0.1 KM NORTH OF THE VAN DUZEN RIVER BRIDGE OVERFLOW BRIDGE FED. AID NO. ACNH-Q101(97)E BRIDGE REPLACEMENT (SCOUR) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 2,200.0000 770,000.00 13.000 28,600.00 221.000 486,200.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 6,600.00 344.300 6,886.00 04 TEMPORARY CULVERT M 300.0000 1,500.00 5.000 1,500.00 05 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.192 2,880.00 0.631 9,465.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 14,000.00 1.000 3,500.00 08 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.750 5,625.00 S) 09 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.028 700.00 0.631 15,775.00 S) 10 TYPE III BARRICADE EA 200.0000 800.00 8.000 1,600.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,435.00 29.140 1,019.90 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.3500 29,480.00 5,568.000 18,652.80 S) 13 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 5,800.00 102.000 2,040.00 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 800.00 0.000 0.00 S) (LEFT IN PLACE) 15 TEMPORARY PAVEMENT MARKER EA 3.5000 1,155.00 196.000 686.00 S) 16 TEMPORARY LIGHTING AND FLASHING BEACON LS 150,000.0000 150,000.00 0.700 105,000.00 SYSTEM 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 24,000.00 0.563 6,756.00 S) 18 PORTABLE RADAR TRAILER EA 18,000.0000 36,000.00 1.600 28,800.00 19 TEMPORARY RAILING (TYPE K) M 80.0000 135,200.00 1,682.000 134,560.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 350.0000 4,900.00 14.000 4,900.00 S) 21 REMOVE MARKER EA 100.0000 300.00 1.000 100.00 22 REMOVE METAL BEAM GUARD RAILING M 20.0000 6,800.00 285.200 5,704.00 S) PROGRAM CAS145 PAGE 2 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-314404 TIME 08:54 AM ESTIMATE NO. 25 BID OPENING 06/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 6,150.00 1,569.000 4,707.00 S) STRIPE 24 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 5,580.00 509.000 1,018.00 S) 25 REMOVE PAINTED PAVEMENT MARKING M2 30.0000 900.00 0.000 0.00 S) 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,820.00 1,820.000 3,640.00 S) 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 30.0000 2,580.00 60.800 1,824.00 S) 28 REMOVE INLET EA 200.0000 200.00 0.000 0.00 29 REMOVE HEADWALL EA 200.0000 400.00 0.000 0.00 30 REMOVE RETAINING WALL (PORTION) M 60.0000 15,000.00 0.000 0.00 31 SALVAGE TEMPORARY RAILING (TYPE K) M 10.0000 3,200.00 0.000 0.00 32 RECONSTRUCT METAL BEAM GUARD RAILING M 265.0000 8,215.00 0.000 0.00 S) 33 RESET OBJECT MARKER EA 200.0000 1,200.00 0.000 0.00 S) 34 RESET ROADSIDE SIGN (ONE POST) EA 250.0000 1,000.00 0.000 0.00 35 RESET TERMINAL SECTION (TYPE B) EA 400.0000 2,400.00 0.000 0.00 S) 36 RELOCATE MAILBOX EA 600.0000 600.00 1.000 600.00 37 RELOCATE GATE EA 1,500.0000 1,500.00 0.000 0.00 38 ADJUST FRAME AND GRATE TO GRADE EA 1,500.0000 1,500.00 0.000 0.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 7,000.00 0.000 0.00 S) 40 REMOVE CONCRETE BARRIER M 30.0000 7,500.00 0.000 0.00 41 REMOVE TEMPORARY CRASH CUSHION MODULE EA 100.0000 2,800.00 12.000 1,200.00 42 BRIDGE REMOVAL LS 350,000.0000 350,000.00 1.000 350,000.00 43 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 44 ROADWAY EXCAVATION M3 15.0000 28,200.00 1,258.100 18,871.50 45 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 46 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 26,500.00 265.000 26,500.00 F) 47 STRUCTURE EXCAVATION (TYPE A) M3 200.0000 729,400.00 3,647.000 729,400.00 F) 48 STRUCTURE EXCAVATION (TYPE H) M3 250.0000 17,000.00 68.000 17,000.00 F) 49 STRUCTURE EXCAVATION (TYPE AH) M3 250.0000 43,750.00 175.000 43,750.00 F) PROGRAM CAS145 PAGE 3 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-314404 TIME 08:54 AM ESTIMATE NO. 25 BID OPENING 06/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 8,400.00 71.400 7,140.00 F) 51 GEOSYNTHETIC REINFORCED EMBANKMENT M2 25.0000 20,000.00 758.000 18,950.00 SF) 52 IMPORTED BORROW (GEOSYNTHETIC M3 38.0000 41,420.00 468.400 17,799.20 SF)REINFORCED EMBANKMENT) 53 IMPORTED BORROW M3 25.0000 447,500.00 17,472.500 436,812.50 54 IMPORTED MATERIAL (SHOULDER BACKING) TONN 26.0000 14,820.00 97.710 2,540.46 97.710 2,540.46 55 WEED CONTROL MAT (FIBER) M2 92.0000 15,640.00 0.000 0.00 S) 56 IMPORTED TOPSOIL M3 55.0000 11,000.00 58.389 3,211.40 219.538 12,074.59 57 EROSION CONTROL (BLANKET) M2 9.0000 7,200.00 1,635.100 14,715.90 S) 58 STRAW (EROSION CONTROL) TONN 550.0000 1,705.00 2.900 1,595.00 S) 59 FIBER (EROSION CONTROL) KG 0.8500 1,572.50 1,750.000 1,487.50 S) 60 COMPOST (EROSION CONTROL) M3 425.0000 935.00 1.950 828.75 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,300.0000 2,600.00 1.000 1,300.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 16.5000 7,920.00 536.480 8,851.92 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.8000 344.00 430.000 344.00 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 6.7500 654.75 90.700 612.23 S) 65 CLASS 2 AGGREGATE BASE M3 40.0000 179,200.00 381.300 15,252.00 3,001.280 120,051.20 66 ASPHALT CONCRETE (TYPE A) TONN 67.0000 400,660.00 3,947.620 264,490.54 3,972.330 266,146.11 67 ASPHALT CONCRETE (OPEN GRADED) TONN 75.0000 366,000.00 0.000 0.00 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 38.0000 912.00 3.900 148.20 3.900 148.20 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 126.00 0.000 0.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 3,000.00 496.000 2,976.00 496.000 2,976.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 48.00 0.000 0.00 72 SHOULDER RUMBLE STRIP STA 150.0000 2,400.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 73 762 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 669,600.00 1,174.637 704,782.20 S) PILING 74 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 280,000.00 111.700 279,250.00 S) PILING 75 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 734,400.00 815.200 652,160.00 S) PILING (ROCK SOCKET) 76 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 176,000.00 44.000 176,000.00 S) PILING (ROCK SOCKET) PROGRAM CAS145 PAGE 4 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-314404 TIME 08:54 AM ESTIMATE NO. 25 BID OPENING 06/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 762 MM DRIVEN STEEL SHELL M 1,000.0000 1,116,000.00 1,184.497 1,184,497.00 S) 78 1.8 M DRIVEN STEEL SHELL M 4,000.0000 448,000.00 112.000 448,000.00 S) 79 PRESTRESSING CAST-IN-PLACE CONCRETE LS 240,000.0000 240,000.00 0.000 0.00 S) 80 SEAL COURSE CONCRETE M3 350.0000 107,800.00 335.500 117,425.00 81 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 184,800.00 462.000 184,800.00 F) 82 STRUCTURAL CONCRETE, BRIDGE M3 450.0000 1,110,600.00 480.020 216,009.00 F) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 24,800.00 3.000 1,200.00 F) (TYPE N) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 5,700.00 1.710 2,565.00 F) 85 PTFE BEARING EA 2,500.0000 20,000.00 8.000 20,000.00 86 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,500.0000 39,000.00 0.000 0.00 S) 87 BAR REINFORCING STEEL (BRIDGE) KG 1.8000 1,296,540.00 363,886.422 654,995.56 SF) 88 HEADED BAR REINFORCEMENT EA 3.5000 8,820.00 2,520.000 8,820.00 SF) 89 METAL CATTLE GUARD (3.7 M) EA 2,500.0000 5,000.00 2.000 5,000.00 90 450 MM REINFORCED CONCRETE PIPE M 340.0000 680.00 0.000 0.00 91 600 MM REINFORCED CONCRETE PIPE M 480.0000 672.00 0.000 0.00 92 750 MM REINFORCED CONCRETE PIPE M 335.0000 837.50 2.500 837.50 93 200 MM BITUMINOUS COATED CORRUGATED M 100.0000 2,200.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 94 200 MM ENTRANCE TAPER EA 450.0000 1,800.00 0.000 0.00 95 200 MM DOWNDRAIN SLIP JOINT EA 300.0000 600.00 0.000 0.00 96 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 7,500.00 25.000 7,500.00 F) 97 150 MM WELDED STEEL PIPE (3.40 MM THICK) M 300.0000 15,000.00 32.000 9,600.00 98 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 115.0000 29,900.00 288.120 33,133.80 99 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 95.0000 15,200.00 147.420 14,004.90 00 ROCK SLOPE PROTECTION M3 90.0000 40,500.00 340.000 30,600.00 (BACKING NO. 2, METHOD B) 01 ROCK SLOPE PROTECTION (1T, METHOD B) M3 125.0000 15,000.00 349.200 43,650.00 02 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 90.0000 67,500.00 486.600 43,794.00 PROGRAM CAS145 PAGE 5 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-314404 TIME 08:54 AM ESTIMATE NO. 25 BID OPENING 06/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 03 ROCK SLOPE PROTECTION FABRIC M2 5.0000 5,450.00 710.850 3,554.25 04 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 4,480.00 0.000 0.00 SF) 05 DELINEATOR (CLASS 1) EA 50.0000 1,500.00 0.000 0.00 06 MARKER (CULVERT) EA 40.0000 120.00 0.000 0.00 07 GUARD RAILING DELINEATOR EA 15.0000 180.00 0.000 0.00 08 OBJECT MARKER (TYPE K-1) EA 75.0000 300.00 0.000 0.00 09 METAL BEAM GUARD RAILING M 330.0000 5,280.00 0.000 0.00 S) 10 CALIFORNIA ST - 205 RAIL M 1,000.0000 259,000.00 0.000 0.00 SF) 11 CALIFORNIA ST - 10 RAIL M 500.0000 129,500.00 0.000 0.00 SF) 12 TERMINAL SECTION (TYPE B) EA 200.0000 400.00 0.000 0.00 S) 13 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 8,000.00 0.000 0.00 S) 14 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 10,000.00 0.000 0.00 S) 15 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 1,000.0000 2,000.00 0.000 0.00 S) 16 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 1,400.00 0.000 0.00 S) 17 CRASH CUSHION MODULE, SAND FILLED EA 285.0000 7,980.00 0.000 0.00 S) 18 CONCRETE BARRIER (TYPE 60) M 175.0000 82,250.00 0.000 0.00 19 CONCRETE BARRIER (TYPE 60C) M 250.0000 25,000.00 0.000 0.00 20 THERMOPLASTIC PAVEMENT MARKING M2 73.0000 5,402.00 0.000 0.00 S) 21 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.8500 22,372.50 0.000 0.00 S) 22 200 MM THERMOPLASTIC TRAFFIC STRIPE M 5.7500 690.00 0.000 0.00 S) 23 PAINT TRAFFIC STRIPE (1-COAT) M 1.7000 6,358.00 0.000 0.00 S) 24 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 2,060.00 0.000 0.00 S) 25 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 1,925.00 0.000 0.00 S) PROGRAM CAS145 PAGE 6 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-314404 TIME 08:54 AM ESTIMATE NO. 25 BID OPENING 06/14/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/15/07 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 320,798.60 7,807,581.97 ADJUSTMENT OF COMPENSATION 0.00 257,961.88 EXTRA WORK 0.00 1,041,196.83 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 320,798.60 9,106,740.68 26 MOBILIZATION LS 1144,625.0000 1,144,625.00 1.000 1,144,625.00 ORIGINAL CONTRACT AMOUNT 12,444,444.25 TOTAL WORK COMPLETED 320,798.60 10,251,365.68 MATERIALS ON HAND ON SITE 28,726.01 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,015.59 TOTAL 320,798.60 10,272,076.10 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 07/11/05 350 06/30/05 07/26/05 12/21/07 221 250 0 0 71% 63% PROGRESS IS SATISFACTORY WRIGHT, GEOFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/19/07