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 09/23/03 EST. NO.22 TIME 09:38 AM R.E. NAME: BLOMMER, H.J. 05-448314 --------------------------------------------------------------------------- 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 0005 1,391.37 E.W. @ F.A.(+) 061703 N 0005 0 007 0026 493.75 E.W. @ F.A.(+) 021703 N 0026 0 014 0002 1,219.31 E.W. @ F.A.(+) 061703 N 0002 0 0003 50.28 061703 N 0003 0 0004 100.53 061803 N 0004 0 0005 50.28 061903 N 0005 0 0006 88.98 062303 N 0006 0 0007 50.28 062603 N 0007 0 0008 112.95 062903 N 0008 0 0009 100.53 071603 N 0009 0 0010 100.53 071703 N 0010 0 0011 100.53 072003 N 0011 0 0012 100.53 072103 N 0012 0 0013 100.53 072203 N 0013 0 0014 150.80 072303 N 0014 0 0015 100.53 072403 N 0015 0 0016 100.53 072703 N 0016 0 0017 100.53 072803 N 0017 0 0018 100.53 080303 N 0018 0 0019 50.28 080503 N 0019 0 0020 100.54 081403 N 0020 0 017 0001 629.05 E.W. @ F.A.(+) 031703 N 0001 0 0002 1,258.11 031803 N 0002 0 0003 933.26 031903 N 0003 0 0004 1,410.78 032503 N 0004 0 0005 3,774.38 032603 N 0005 0 0006 417.60 032703 N 0006 0 0007 3,506.90 042303 N 0007 0 0008 1,492.26 042403 N 0008 0 0009 782.54 042503 N 0009 0 0010 771.61 061002 N 0010 0 0011 1,330.43 062302 N 0011 0 019 0001 1,311.46 E.W. @ F.A.(+) 040903 N 0001 0 021 0001 2,031.98 E.W. @ F.A.(+) 031003 N 0001 0 022 0002 695.81 E.W. @ F.A.(+) 060803 N 0002 0 0003 7,269.01 060903 N 0003 0 0004 3,777.64 060903 N 0004 0 0005 4,200.95 061003 N 0005 0 0006 2,707.92 061003 N 0006 0 43,065.81 TOTAL THIS ESTIMATE 1,965,248.88 TOTAL PREVIOUS ESTIMATE 2,008,314.69 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 09/23/03 EST. NO.22 TIME 09:38 AM R.E. NAME: BLOMMER, H.J. 05-448314 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURES -17,000.00 04 39-3.02 1500 X 2 -3,000.00 08 54-3 $3400 X 2 -6,800.00 09 54-4,SECT 90-2.02 -943.41 16 10-1.12 3400 X 2 -6,800.00 17 54-6 & 10-1.12 -13,600.00 21 0.00 -48,143.41 LABOR COMPLIANCE VIOLATION MISS PYRL'S -10,000.00 06 MISS PYRLS -10,000.00 16 MISS PYRL'S RCV'D 10,000.00 17 MISS PYRL'S -10,000.00 17 0.00 -20,000.00 OVERBID ITEMS OVERBID ITEM NO. 001 -5,000.00 03 OVERBID ITEM NO. 001 -5,000.00 11 OVERBID ITEM NO. 001 -5,000.00 18 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -83,143.41 PROGRAM CAS145 PAGE 1 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 09:38 AM ESTIMATE NO. 22 BID OPENING 09/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 09/23/03 LOCATION PROGRESS ESTIMATE 05-SB-101-1.0/12.7 ----------------- SULLY MILLER CONTRACTING IN SANTA BARBARA COUNTY IN AND NEAR COMPANY CARPINTERIA AND SANTA BARBARA FROM 3555 E VINEYARD AVE 0.6 KM NORTH OF ROUTE 150 AND 101 OXNARD CA 93030 SEPARATION TO MILPAS STREET UNDERCROSSING FED. AID NO. ACNH-P101(983)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 30,000.0000 30,000.00 0.750 22,500.00 02 TIME-RELATED OVERHEAD WDAY 1,900.0000 665,000.00 340.000 646,000.00 03 TEMPORARY FENCE (TYPE ESA) M 16.3000 11,410.00 0.000 0.00 04 PREPARE STORM WATER POLLUTION LS 6,800.0000 6,800.00 0.750 5,100.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 60,000.0000 60,000.00 1.000 60,000.00 06 CONSTRUCTION AREA SIGNS LS 17,700.0000 17,700.00 0.014 247.80 0.780 13,806.00 S) 07 TRAFFIC CONTROL SYSTEM LS 781,000.0000 781,000.00 1.000 781,000.00 S) 08 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000.00 S) 09 REMOVE FENCE M 25.0000 1,650.00 0.000 0.00 10 REMOVE METAL BEAM GUARD RAILING M 23.0000 7,820.00 49.530 1,139.19 152.870 3,516.01 S) 11 REMOVE METAL BEAM BARRIER M 32.5000 60,775.00 0.000 0.00 S) 12 REMOVE DOUBLE METAL BEAM BARRIER M 42.5000 25,075.00 0.000 0.00 S) 13 REMOVE ROADSIDE SIGN EA 127.0000 12,192.00 18.000 2,286.00 70.000 8,890.00 14 REMOVE SIGN STRUCTURE EA 2,700.0000 2,700.00 1.000 2,700.00 15 REMOVE ASPHALT CONCRETE M3 18.6000 60,636.00 0.000 0.00 16 REMOVE ASPHALT CONCRETE DIKE M 1.2200 10,736.00 813.000 991.86 7,538.900 9,197.46 17 REMOVE CULVERT M 115.0000 4,255.00 34.300 3,944.50 18 REMOVE INLET EA 750.0000 18,000.00 12.000 9,000.00 19 REMOVE HEADWALL EA 813.0000 9,756.00 8.000 6,504.00 20 REMOVE WINGWALL EA 876.0000 5,256.00 2.000 1,752.00 21 REMOVE ASPHALT CONCRETE SURFACING M2 1.9500 64,740.00 0.000 0.00 22 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 45.0000 435,600.00 1,024.750 46,113.75 9,466.400 425,988.00 S) PROGRAM CAS145 PAGE 2 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 09:38 AM ESTIMATE NO. 22 BID OPENING 09/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 RECONSTRUCT METAL BEAM GUARD RAILING M 57.0000 173,280.00 484.560 27,619.92 1,441.490 82,164.93 S) 24 MODIFY INLET EA 1,225.0000 99,225.00 84.000 102,900.00 25 MODIFY DOWNDRAIN EA 825.0000 11,550.00 0.000 0.00 26 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.1000 245,700.00 20,117.310 42,246.35 98,093.660 205,996.69 S) 27 REMOVE CONCRETE CURB M 9.3000 70,122.00 1,304.900 12,135.57 6,577.650 61,172.15 28 REMOVE CONCRETE DITCH M3 67.0000 7,370.00 38.010 2,546.67 29 REMOVE CONCRETE BARRIER (TYPE 50) M 84.0000 2,940.00 35.000 2,940.00 30 MODIFY CONCRETE BARRIER M 42.0000 118,020.00 2,714.000 113,988.00 31 REMOVE TREE EA 770.0000 2,310.00 4.000 3,080.00 32 ROADWAY EXCAVATION M3 70.0000 588,000.00 489.700 34,279.00 5,813.130 406,919.10 33 ROADWAY EXCAVATION M3 26.0000 35,620.00 1,352.000 35,152.00 (AERIALLY DEPOSITED LEAD) 34 DISPOSAL (AERIALLY DEPOSITED LEAD) TONN 78.0000 230,100.00 2,627.310 204,930.18 35 LEAD COMPLIANCE PLAN LS 18,000.0000 18,000.00 1.000 18,000.00 36 SHOULDER BACKING STA 430.0000 86,000.00 7.060 3,035.80 163.530 70,317.90 37 DITCH EXCAVATION M3 67.0000 871.00 0.000 0.00 38 IMPORTED BORROW M3 30.0000 10,200.00 0.000 0.00 39 IMPORTED MATERIAL (SHOULDER BACKING) M3 23.0000 98,440.00 352.730 8,112.79 2,782.700 64,002.10 40 HIGHWAY PLANTING LS 5,600.0000 5,600.00 1.000 5,600.00 S) 41 TRANSPLANT PALM TREE EA 3,600.0000 3,600.00 1.000 3,600.00 S) 42 PLANT ESTABLISHMENT WORK LS 11,000.0000 11,000.00 1.000 11,000.00 S) 43 CLASS 2 AGGREGATE BASE M3 43.0000 237,360.00 568.100 24,428.30 7,778.130 334,459.59 44 REPLACE ASPHALT CONCRETE SURFACING M3 245.0000 53,900.00 240.030 58,807.35 45 ASPHALT CONCRETE TONN 52.0000 4,290,000.00 6,191.970 321,982.44 72,747.600 3,782,875.20 46 PAVING ASPHALT (BINDER-PAVEMENT TONN 200.0000 50,000.00 5.300 1,060.00 182.840 36,568.00 REINFORCING FABRIC) 47 PAVEMENT REINFORCING FABRIC M2 0.5100 105,570.00 1,000.000 510.00 169,862.850 86,630.05 48 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 21.0000 114,450.00 20.530 431.13 AREA) 49 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.1500 12,706.50 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 09:38 AM ESTIMATE NO. 22 BID OPENING 09/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.1500 602.00 0.000 0.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.1500 1,010.50 0.000 0.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.1500 16,039.00 0.000 0.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.1500 5,009.50 0.000 0.00 54 ASPHALTIC EMULSION (PAINT BINDER) TONN 190.0000 64,600.00 30.900 5,871.00 103.914 19,743.66 55 REPLACE CONCRETE PAVEMENT M3 430.0000 546,100.00 0.000 0.00 56 CRACK EXISTING CONCRETE PAVEMENT M2 2.5000 58,500.00 21,612.400 54,031.00 57 GRIND EXISTING CONCRETE M2 4.3500 574,200.00 122,064.400 530,980.14 S) PAVEMENT 58 CLASS 1 CONCRETE (BOX CULVERT) M3 975.0000 17,550.00 9.650 9,408.75 F) 59 MINOR CONCRETE (MINOR STRUCTURE) M3 1,850.0000 116,550.00 35.490 65,656.50 F) 60 ROADSIDE SIGN - ONE POST EA 260.0000 14,560.00 53.000 13,780.00 61 ROADSIDE SIGN - TWO POST EA 793.0000 5,551.00 0.000 0.00 62 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 97.0000 2,619.00 22.000 2,134.00 METHOD) 63 INSTALL SIGN PANEL ON EXISTING FRAME M2 175.0000 1,750.00 8.370 1,464.75 64 INSTALL ROADSIDE SIGN EA 1,650.0000 56,100.00 18.000 29,700.00 19.000 31,350.00 (LAMINATED WOOD BOX POST) 65 600 MM ALTERNATIVE PIPE CULVERT M 535.0000 2,675.00 3.215 1,720.03 66 300 MM REINFORCED CONCRETE PIPE M 546.0000 1,092.00 0.000 0.00 67 375 MM REINFORCED CONCRETE PIPE M 640.0000 4,480.00 4.900 3,136.00 68 450 MM REINFORCED CONCRETE PIPE M 437.0000 17,917.00 26.950 11,777.15 69 600 MM REINFORCED CONCRETE PIPE M 420.0000 58,800.00 129.500 54,390.00 70 750 MM REINFORCED CONCRETE PIPE M 477.0000 1,908.00 3.700 1,764.90 71 900 MM REINFORCED CONCRETE PIPE M 658.0000 35,532.00 55.500 36,519.00 72 1200 MM REINFORCED CONCRETE PIPE M 843.0000 19,389.00 0.000 0.00 73 875 MM X 600 MM CORRUGATED STEEL PIPE M 800.0000 5,600.00 2.500 2,000.00 ARCH (3.51 MM THICK) 74 80 MM PLASTIC PIPE (EDGE DRAIN) M 35.0000 1,340,500.00 37,399.000 1,308,965.00 75 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 48.6000 211,410.00 4,334.800 210,671.28 76 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 378.0000 4,536.00 0.000 0.00 (2.01 MM THICK) PROGRAM CAS145 PAGE 4 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 09:38 AM ESTIMATE NO. 22 BID OPENING 09/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 300 MM ENTRANCE TAPER EA 332.0000 332.00 0.000 0.00 78 600 MM STEEL FLARED END SECTION EA 660.0000 660.00 1.000 660.00 79 450 MM CONCRETE FLARED END SECTION EA 538.0000 2,690.00 3.000 1,614.00 80 600 MM CONCRETE FLARED END SECTION EA 1,165.0000 6,990.00 5.000 5,825.00 81 750 MM CONCRETE FLARED END SECTION EA 890.0000 890.00 1.000 890.00 82 875 MM X 600 MM STEEL FLARED END EA 780.0000 1,560.00 1.000 780.00 PIPE ARCH SECTION 83 MINOR CONCRETE (DITCH LINING) M3 470.0000 26,790.00 49.233 23,139.51 84 MINOR CONCRETE (CURB) M3 1,135.0000 104,420.00 78.920 89,574.20 85 MINOR CONCRETE (MISCELLANEOUS M3 1,060.0000 29,680.00 2.040 2,162.40 CONSTRUCTION) 86 MINOR CONCRETE (TEXTURED PAVING) M2 77.0000 75,460.00 0.000 0.00 87 MISCELLANEOUS IRON AND STEEL KG 2.1200 53,970.96 20,047.000 42,499.64 SF) 88 CHAIN LINK FENCE (TYPE CL-1.8) M 34.0000 1,598.00 0.000 0.00 89 DELINEATOR (CLASS 1) EA 31.0000 35,650.00 0.000 0.00 90 MILEPOST MARKER EA 31.0000 1,488.00 0.000 0.00 91 OBJECT MARKER (TYPE K) EA 31.0000 1,395.00 0.000 0.00 92 OBJECT MARKER (TYPE P) EA 87.0000 3,393.00 0.000 0.00 93 METAL BEAM GUARD RAILING (WOOD POST) M 57.0000 81,510.00 70.550 4,021.35 386.810 22,048.17 S) 94 SINGLE THRIE BEAM BARRIER (WOOD POST) M 52.0000 107,120.00 0.000 0.00 S) 95 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 60.0000 35,400.00 0.000 0.00 S) 96 CONCRETE BARRIER (TYPE 50 MODIFIED) M 620.0000 21,700.00 42.000 26,040.00 97 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 41,600.00 1.000 2,600.00 6.000 15,600.00 S) 98 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 51,300.00 9.000 17,100.00 15.000 28,500.00 S) 99 TERMINAL SYSTEM (TYPE CAT) EA 55.0000 110.00 0.000 0.00 S) 00 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 1,000.00 0.000 0.00 S) 01 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 415.0000 8,715.00 7.000 2,905.00 9.000 3,735.00 S) 02 CRASH CUSHION, SAND FILLED EA 3,900.0000 3,900.00 0.000 0.00 S) 03 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 19,840.00 318.090 9,860.79 S) PROGRAM CAS145 PAGE 5 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 09:38 AM ESTIMATE NO. 22 BID OPENING 09/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 THERMOPLASTIC TRAFFIC STRIPE M 0.5200 71,760.00 21,719.000 11,293.88 S) (SPRAYABLE) 05 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0200 10,608.00 2,444.000 2,492.88 9,041.000 9,221.82 S) 06 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 18,691.50 1,262.000 3,218.10 5,826.000 14,856.30 S) 07 INDUCTIVE LOOP DETECTOR LS 165,000.0000 165,000.00 0.373 61,545.00 0.951 156,915.00 S) 08 MODIFY LIGHTING LS 645,000.0000 645,000.00 0.084 54,180.00 0.931 600,495.00 S) PROGRAM CAS145 PAGE 6 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 09:38 AM ESTIMATE NO. 22 BID OPENING 09/19/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/03 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 709,822.10 11,169,181.88 ADJUSTMENT OF COMPENSATION 0.00 307,611.07 EXTRA WORK 43,065.81 1,700,703.62 SUBTOTAL AMOUNT EARNED 752,887.91 13,177,496.57 ORIGINAL CONTRACT AMOUNT 13,837,836.96 TOTAL WORK COMPLETED 752,887.91 13,177,496.57 MATERIALS ON HAND ON SITE 178,701.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -83,143.41 TOTAL 752,887.91 13,273,054.66 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) 10,000.00 30,000.00 20,000.00 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 10/29/01 600 12/26/01 11/13/01 07/22/04 398 62 5 1 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY BLOMMER, H.J. RESIDENT ENGINEER PROGRAM CAS145 PAGE 10 DATE 09/23/03