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 06/10/05 EST. NO.38 TIME 01:01 PM 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 --------------------------------------------------------------------------- *** 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 06/10/05 EST. NO.38 TIME 01:01 PM 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 54-7 & 10-1.120 20"L -6,800.00 23 54-8 RTN 54-1 17,000.00 23 0.00 -37,943.41 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 MISSING PYRLS RECD 20,000.00 38 20,000.00 0.00 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 OVERBID ITEM NO. 001 15,000.00 30 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING PR47,CEM2402 -10,000.00 30 MISS PR47,HC43 RECD 10,000.00 35 0.00 0.00 TOTAL DEDUCTIONS 20,000.00 -37,943.41 PROGRAM CAS145 PAGE 1 DATE 06/10/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 01:01 PM ESTIMATE NO. 38 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 04/14/04 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 06/10/05 LOCATION SEMI-FINAL 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 1.000 30,000.00 02 TIME-RELATED OVERHEAD WDAY 1,900.0000 665,000.00 423.000 803,700.00 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 1.000 6,800.00 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 1.000 17,700.00 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 7,820.00 372.160 8,559.68 S) 11 REMOVE METAL BEAM BARRIER M 32.5000 60,775.00 1,872.110 60,843.58 S) 12 REMOVE DOUBLE METAL BEAM BARRIER M 42.5000 25,075.00 579.100 24,611.75 S) 13 REMOVE ROADSIDE SIGN EA 127.0000 12,192.00 106.000 13,462.00 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 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 9,851.390 443,312.55 S) PROGRAM CAS145 PAGE 2 DATE 06/10/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 01:01 PM ESTIMATE NO. 38 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 04/14/04 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 06/10/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,964.710 168,988.47 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 245,700.00 119,542.460 251,039.17 S) 27 REMOVE CONCRETE CURB M 9.3000 70,122.00 6,616.650 61,534.85 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 5,860.104 410,207.28 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 86,000.00 163.530 70,317.90 37 DITCH EXCAVATION M3 67.0000 871.00 0.000 0.00 38 IMPORTED BORROW M3 30.0000 10,200.00 255.000 7,650.00 39 IMPORTED MATERIAL (SHOULDER BACKING) M3 23.0000 98,440.00 3,809.080 87,608.84 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 7,808.930 335,783.99 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 79,348.400 4,126,116.80 46 PAVING ASPHALT (BINDER-PAVEMENT TONN 200.0000 50,000.00 200.140 40,028.00 REINFORCING FABRIC) 47 PAVEMENT REINFORCING FABRIC M2 0.5100 105,570.00 178,060.430 90,810.82 48 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 21.0000 114,450.00 557.330 11,703.93 AREA) 49 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.1500 12,706.50 5,493.000 11,809.95 PROGRAM CAS145 PAGE 3 DATE 06/10/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 01:01 PM ESTIMATE NO. 38 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 04/14/04 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 06/10/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 602.00 246.000 528.90 51 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.1500 1,010.50 429.000 922.35 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.1500 16,039.00 7,824.000 16,821.60 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.1500 5,009.50 1,806.000 3,882.90 54 ASPHALTIC EMULSION (PAINT BINDER) TONN 190.0000 64,600.00 149.954 28,491.26 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 55.000 14,300.00 61 ROADSIDE SIGN - TWO POST EA 793.0000 5,551.00 2.000 1,586.00 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 57.000 94,050.00 (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 06/10/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 01:01 PM ESTIMATE NO. 38 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 04/14/04 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 06/10/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.740 3,964.40 CONSTRUCTION) 86 MINOR CONCRETE (TEXTURED PAVING) M2 77.0000 75,460.00 741.880 57,124.76 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 1,729.000 53,599.00 90 MILEPOST MARKER EA 31.0000 1,488.00 48.000 1,488.00 91 OBJECT MARKER (TYPE K) EA 31.0000 1,395.00 56.000 1,736.00 92 OBJECT MARKER (TYPE P) EA 87.0000 3,393.00 42.000 3,654.00 93 METAL BEAM GUARD RAILING (WOOD POST) M 57.0000 81,510.00 1,695.540 96,645.78 S) 94 SINGLE THRIE BEAM BARRIER (WOOD POST) M 52.0000 107,120.00 2,340.780 121,720.56 S) 95 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 60.0000 35,400.00 579.100 34,746.00 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 13.000 33,800.00 S) 98 TERMINAL SYSTEM (TYPE SRT) EA 1,900.0000 51,300.00 26.000 49,400.00 S) 99 TERMINAL SYSTEM (TYPE CAT) EA 55.0000 110.00 2.000 110.00 S) 00 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 500.0000 1,000.00 2.000 1,000.00 S) 01 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 415.0000 8,715.00 1.000 415.00 24.000 9,960.00 S) 02 CRASH CUSHION, SAND FILLED EA 3,900.0000 3,900.00 1.000 3,900.00 S) 03 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 19,840.00 800.010 24,800.31 S) PROGRAM CAS145 PAGE 5 DATE 06/10/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 01:01 PM ESTIMATE NO. 38 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 04/14/04 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 06/10/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 71,760.00 132,395.400 68,845.61 S) (SPRAYABLE) 05 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0200 10,608.00 1,385.000 1,412.70 12,088.000 12,329.76 S) 06 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5500 18,691.50 650.000 1,657.50 8,262.000 21,068.10 S) 07 INDUCTIVE LOOP DETECTOR LS 165,000.0000 165,000.00 1.000 165,000.00 S) 08 MODIFY LIGHTING LS 645,000.0000 645,000.00 1.000 645,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/10/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-448314 TIME 01:01 PM ESTIMATE NO. 38 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 04/14/04 R.E. NAME: BLOMMER, H.J. DATE OF THIS ESTIMATE 06/10/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 3,485.20 12,625,347.86 ADJUSTMENT OF COMPENSATION 0.00 649,502.25 EXTRA WORK 0.00 2,283,159.39 SUBTOTAL AMOUNT EARNED 3,485.20 15,558,009.50 ORIGINAL CONTRACT AMOUNT 13,837,836.96 TOTAL WORK COMPLETED 3,485.20 15,558,009.50 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -37,943.41 TOTAL 23,485.20 15,520,066.09 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 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 10/29/01 600 12/26/01 11/13/01 04/14/04 446 153 5 11 100% 100% BLOMMER, H.J. RESIDENT ENGINEER PROGRAM CAS145 DATE 06/10/05