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 10/22/09 EST. NO.14 TIME 08:43 AM R.E. NAME: BAKER, SCOTT 01-432604 --------------------------------------------------------------------------- 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 0019 33,319.70 E.W. @ U.P (+) 090809 N 0157.0 009 0006 5,824.46 E.W. @ F.A.(+) 060309 N 0134.0 011 0049 673.73 E.W. @ F.A.(+) 082809 N 0148.0 014 0008 97.85 E.W. @ F.A.(+) 082809 N 0146.0 0009 97.85 082709 N 0147.0 0012 5,352.54 090909 N 0167.0 0013 166.95 081009 N 0152.0 0014 393.54 090409 N 0154.0 015 0005 1,552.00 A.C. @ U.P.(+) 091409 N 0150.1 0006 1,517.00 082409 N 0142.1 0007 1,587.00 072709 N 0128.1 0008 1,447.00 091609 N 0159.0 0009 1,482.00 091509 N 0162.0 0010 1,622.00 090809 N 0156.0 0012 1,412.00 092909 N 1 0 0013 1,657.00 091709 N 2 0 0015 1,552.00 092109 N 4 0 0016 1,552.00 092209 N 5 0 016 0001 6,996.14 E.W. @ F.A.(+) 072709 N 0141.0 018 0001 -23,172.70 A.C. @ U.P.(-) 072709 N 1 0 021 0004 3,755.48 E.W. @ F.A.(+) 070909 N 0130.0 0006 7,081.11 070709 N 0132.0 55,966.65 TOTAL THIS ESTIMATE 444,877.14 TOTAL PREVIOUS ESTIMATE 500,843.79 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 10/22/09 EST. NO.14 TIME 08:43 AM R.E. NAME: BAKER, SCOTT 01-432604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM DEDUCT -66,715.69 02 RETURN CPM DEDUCTION 66,715.69 03 SWPPP DEDUCT -65,752.46 05 SWPPP DEDUCTION 65,752.46 06 INCOMPLETE CPM -20,000.00 09 INCOMPLETE CPM -50,000.00 10 COMPLETED CPM 70,000.00 12 MISSING ATTACHMENTHS -10,000.00 12 MISSING CPM -20,000.00 13 MISSING CPM -20,000.00 14 OIL INDEX DEDUCT -249,436.98 14 REC'D ATTACHMENT HS 10,000.00 14 -259,436.98 -289,436.98 EQUAL EMPLOYMENT OPPORTUNITY NO FHWA 1391 -10,000.00 12 REC'D FHWA 1391 10,000.00 13 0.00 0.00 LABOR COMPLIANCE VIOLATION PER 12/08 LTR -7,000.00 05 RETURN 12/08 DEDUCT 7,000.00 06 PER LTR DATED 7-09 -8,000.00 11 RETURN 7/09 DEDUCT 8,000.00 13 0.00 0.00 LIQUIDATED DAMAGES 25 LD DAYS 8900/DAY -222,500.00 14 -222,500.00 -222,500.00 TOTAL DEDUCTIONS -481,936.98 -511,936.98 PROGRAM CAS145 PAGE 1 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-432604 TIME 08:43 AM ESTIMATE NO. 14 BID OPENING 05/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 10/22/09 LOCATION PROGRESS ESTIMATE 01-LAK-20-R9.4/R12.1 ----------------- ARGONAUT CONSTRUCTORS IN LAKE COUNTY NEAR UPPER LAKE FROM P O BOX 639 1.6 KM EAST OF ROUTE 29 TO 0.2 KM SANTA ROSA CA 95402 WEST OF NICE-LUCERNE CUTOFF FED. AID NO. OTS- 05( 18)1 WIDEN SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ 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 1,800.0000 1,800.00 0.250 450.00 0.750 1,350.00 02 TIME-RELATED OVERHEAD WDAY 1,500.0000 225,000.00 150.000 225,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,600.00 1,217.000 12,170.00 04 CONSTRUCTION SITE MANAGEMENT LS 14,000.0000 14,000.00 1.000 14,000.00 S) 05 PREPARE STORM WATER POLLUTION LS 2,725.0000 2,725.00 0.900 2,452.50 S) PREVENTION PLAN 06 TEMPORARY EROSION CONTROL M2 0.3600 1,800.00 12,028.000 4,330.08 S) 07 TEMPORARY FIBER ROLL M 9.0000 1,980.00 244.000 2,196.00 684.500 6,160.50 S) 08 TEMPORARY SILT FENCE M 9.0000 3,600.00 7.800 70.20 61.800 556.20 S) 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,100.0000 1,100.00 1.000 1,100.00 S) 10 TEMPORARY CONSTRUCTION ENTRANCE EA 1,350.0000 8,100.00 1.000 1,350.00 2.000 2,700.00 S) 11 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 5.000 2,250.00 6.000 2,700.00 S) (TEMPORARY EROSION CONTROL) 12 STREET SWEEPING LS 14,000.0000 14,000.00 1.000 14,000.00 S) 13 STEEL GRADE STAKE EA 12.0000 2,760.00 220.000 2,640.00 14 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 0.900 3,150.00 S) 15 TRAFFIC CONTROL SYSTEM LS 124,000.0000 124,000.00 1.000 124,000.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 21,000.0000 21,000.00 1.000 21,000.00 S) 17 OBLITERATE SURFACING M2 4.6000 920.00 200.000 920.00 200.000 920.00 18 REMOVE FENCE (TYPE WM) M 6.5000 33,800.00 5,765.000 37,472.50 19 REMOVE CHAIN LINK FENCE M 29.0000 754.00 26.000 754.00 20 REMOVE METAL BEAM GUARD RAILING M 33.5000 2,010.00 60.000 2,010.00 60.000 2,010.00 21 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.0000 11,400.00 0.000 0.00 S) STRIPE 22 REMOVE PAVEMENT MARKING M2 50.0000 1,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-432604 TIME 08:43 AM ESTIMATE NO. 14 BID OPENING 05/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 3,200.00 30.000 3,000.00 24 REMOVE CULVERT EA 840.0000 15,120.00 18.000 15,120.00 25 REMOVE HEADWALL EA 340.0000 14,280.00 46.000 15,640.00 26 RESET ROADSIDE SIGN (ONE POST) EA 225.0000 2,475.00 0.000 0.00 27 RESET ROADSIDE SIGN (TWO POST) EA 575.0000 575.00 0.000 0.00 28 REPLACE MAILBOX EA 275.0000 7,975.00 0.000 0.00 29 RELOCATE FENCE M 31.0000 1,395.00 0.000 0.00 30 ADJUST FRAME AND COVER TO GRADE EA 400.0000 9,600.00 0.000 0.00 31 450 MM PLASTIC PIPE-LINER M 180.0000 43,200.00 283.300 50,994.00 32 600 MM PLASTIC PIPE-LINER M 235.0000 21,150.00 92.000 21,620.00 33 750 MM PLASTIC PIPE-LINER M 390.0000 17,550.00 53.800 20,982.00 34 900 MM PLASTIC PIPE-LINER M 550.0000 12,100.00 21.200 11,660.00 35 RELOCATE HISTORICAL MARKER EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.4000 17,080.00 11,238.400 15,733.76 S) 37 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 38 ROADWAY EXCAVATION M3 20.0000 588,000.00 29,405.000 588,100.00 39 ASBESTOS COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 40 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400.00 41 IMPORTED BORROW M3 20.0000 187,400.00 9,370.000 187,400.00 42 IMPORTED MATERIAL (SHOULDER BACKING) M3 105.0000 26,250.00 0.000 0.00 43 EROSION CONTROL (TYPE D) M2 0.9000 81,000.00 0.000 0.00 S) 44 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 3,600.00 0.000 0.00 S) 45 WEED CONTROL MAT (FIBER) M2 165.0000 9,900.00 0.000 0.00 S) 46 CLASS 2 AGGREGATE BASE M3 60.0000 846,000.00 240.660 14,439.60 17,337.660 1,040,259.60 47 REPLACE ASPHALT CONCRETE SURFACING M3 330.0000 151,800.00 501.000 165,330.00 48 ASPHALT CONCRETE (OPEN GRADED) TONN 122.0000 429,440.00 2,937.510 358,376.22 2,937.510 358,376.22 49 ASPHALT CONCRETE (TYPE A, 19-MM TONN 100.0000 1,760,000.00 9,721.810 972,181.00 19,089.970 1,908,997.00 MAXIMUM GRADING) PROGRAM CAS145 PAGE 3 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-432604 TIME 08:43 AM ESTIMATE NO. 14 BID OPENING 05/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 106.0000 385,840.00 679.680 72,046.08 2,941.250 311,772.50 MAXIMUM GRADING) 51 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 42.00 42.000 42.00 42.000 42.00 REINFORCING FABRIC) 52 PAVEMENT REINFORCING FABRIC M2 1.2500 47,625.00 12,527.390 15,659.24 38,341.840 47,927.30 53 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 264.00 66.000 264.00 66.000 264.00 54 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 5,560.00 1,361.000 5,444.00 1,361.000 5,444.00 55 CLASS 1 CONCRETE (BOX CULVERT) M3 2,700.0000 45,360.00 14.580 39,366.00 F) 56 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 108,940.00 83.800 108,940.00 F) 57 BAR REINFORCING STEEL (BOX CULVERT) KG 4.0000 8,468.00 2,117.000 8,468.00 SF) 58 ROADSIDE SIGN - ONE POST EA 305.0000 6,100.00 0.000 0.00 59 ROADSIDE SIGN - TWO POST EA 690.0000 3,450.00 0.000 0.00 60 450 MM CORRUGATED STEEL PIPE M 500.0000 70,000.00 134.700 67,350.00 (2.77 MM THICK) 61 600 MM CORRUGATED STEEL PIPE M 450.0000 81,000.00 212.500 95,625.00 (2.77 MM THICK) 62 750 MM CORRUGATED STEEL PIPE M 650.0000 11,700.00 13.000 8,450.00 (2.77 MM THICK) 63 900 MM CORRUGATED STEEL PIPE M 800.0000 7,200.00 19.250 15,400.00 (2.77 MM THICK) 64 1050 MM CORRUGATED STEEL PIPE M 650.0000 4,550.00 6.500 4,225.00 (2.77 MM THICK) 65 1200 MM CORRUGATED STEEL PIPE M 600.0000 13,800.00 23.000 13,800.00 (2.77 MM THICK) 66 600 MM BITUMINOUS COATED CORRUGATED M 500.0000 125,000.00 212.200 106,100.00 STEEL PIPE (2.77 MM THICK) 67 900 MM BITUMINOUS COATED CORRUGATED M 700.0000 12,600.00 18.000 12,600.00 STEEL PIPE (2.77 MM THICK) 68 1225 MM X 825 MM CORRUGATED STEEL PIPE M 800.0000 17,600.00 21.300 17,040.00 ARCH (2.77 MM THICK) 69 200 MM PERFORATED PLASTIC M 110.0000 19,800.00 180.000 19,800.00 PIPE UNDERDRAIN 70 200 MM PLASTIC PIPE M 170.0000 3,060.00 18.000 3,060.00 71 GRATED LINE DRAIN M 700.0000 14,700.00 21.000 14,700.00 72 450 MM STEEL FLARED END SECTION EA 400.0000 7,200.00 14.000 5,600.00 73 600 MM STEEL FLARED END SECTION EA 700.0000 2,800.00 2.000 1,400.00 74 1225 MM X 825 MM STEEL FLARED END EA 1,700.0000 1,700.00 1.000 1,700.00 PIPE ARCH SECTION 75 900 MM PRECAST CONCRETE PIPE INLET M 3,500.0000 21,000.00 5.750 20,125.00 76 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 98.0000 19,600.00 35.660 3,494.68 112.410 11,016.18 PROGRAM CAS145 PAGE 4 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-432604 TIME 08:43 AM ESTIMATE NO. 14 BID OPENING 05/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROCK SLOPE PROTECTION FABRIC M2 5.0000 2,450.00 71.320 356.60 224.610 1,123.05 78 MISCELLANEOUS IRON AND STEEL KG 3.0000 2,508.00 728.930 2,186.79 SF) 79 FENCE (TYPE WM, METAL POST) M 20.0000 102,400.00 4,806.000 96,120.00 S) 80 CHAIN LINK FENCE (TYPE CL-1.8) M 66.0000 1,584.00 0.000 0.00 S) 81 3.7 M WIRE MESH GATE EA 600.0000 4,200.00 6.000 3,600.00 S) 82 DELINEATOR (CLASS 1) EA 30.0000 600.00 0.000 0.00 83 MARKER (CULVERT) EA 35.0000 1,855.00 0.000 0.00 84 OBJECT MARKER (TYPE L-1) EA 35.0000 35.00 0.000 0.00 85 METAL BEAM GUARD RAILING M 108.0000 4,212.00 38.400 4,147.20 38.400 4,147.20 S) 86 CABLE RAILING M 100.0000 4,000.00 40.000 4,000.00 40.000 4,000.00 S) 87 RAIL TENSIONING ASSEMBLY EA 650.0000 2,600.00 4.000 2,600.00 4.000 2,600.00 S) 88 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 1,200.00 2.000 1,200.00 2.000 1,200.00 S) 89 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,510.0000 3,510.00 1.000 3,510.00 1.000 3,510.00 S) 90 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,775.0000 2,775.00 1.000 2,775.00 1.000 2,775.00 S) 91 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 2,500.00 107.980 5,399.00 107.980 5,399.00 S) 92 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 19,320.00 14,448.000 17,337.60 14,448.000 17,337.60 S) 93 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 486.00 216.460 584.44 216.460 584.44 S) 94 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 770.00 285.060 399.08 285.060 399.08 S) (BROKEN 3.66 M - 0.92 M) 95 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.4000 1,960.00 685.980 960.37 685.980 960.37 S) (BROKEN 10.98 M - 3.66 M) 96 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 9,270.00 1,065.000 4,792.50 1,065.000 4,792.50 S) PROGRAM CAS145 PAGE 5 DATE 10/22/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-432604 TIME 08:43 AM ESTIMATE NO. 14 BID OPENING 05/06/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/09 R.E. NAME: BAKER, SCOTT DATE OF THIS ESTIMATE 10/22/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,502,254.81 6,027,028.37 ADJUSTMENT OF COMPENSATION -7,792.70 -7,792.70 EXTRA WORK 63,759.35 508,636.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,558,221.46 6,527,872.16 97 MOBILIZATION LS 600,000.0000 600,000.00 1.000 600,000.00 ORIGINAL CONTRACT AMOUNT 6,598,983.00 TOTAL WORK COMPLETED 1,558,221.46 7,127,872.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -481,936.98 -511,936.98 TOTAL 1,076,284.48 6,615,935.18 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 06/24/08 150 09/16/08 09/02/08 10/20/09 164 103 14 0 94% 100% PROGRESS IS SATISFACTORY TAKING LD'S BAKER, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/09