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 09/22/05 EST. NO.05 TIME 10:14 AM R.E. NAME: PINEDA, PAUL 05-282804 --------------------------------------------------------------------------- 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 0009 877.08 E.W. @ F.A.(+) 050405 N 0086.0 002 0003 80.50 E.W. @ F.A.(+) 061705 N 0054.0 003 0006 5,520.00 E.W. @ F.A.(+) 081805 N 0055.0 006 0005 1,099.27 E.W. @ F.A.(+) 051605 N 0016.0 0006 1,099.27 051705 N 0017.0 0009 1,647.53 052305 N 0038.0 0010 9,159.75 072005 N 0047.0 009 0011 428.31 E.W. @ F.A.(+) 062405 N 0073.0 0012 562.83 062705 N 0074.0 0013 524.96 062805 N 0075.0 0015 588.32 063005 N 0077.0 0016 661.52 070105 N 0078.0 0017 479.62 070505 N 0079.0 0018 818.93 070605 N 0080.0 0019 649.67 070705 N 0081.0 0020 727.80 070805 N 0082.0 0021 760.34 071105 N 0083.0 0022 597.98 071305 N 0084.0 0023 606.66 071405 N 0085.0 012 0005 402.94 E.W. @ F.A.(+) 060905 N 0062.0 0006 528.92 061005 N 0063.0 0007 134.78 061305 N 0064.0 0008 137.06 061405 N 0065.0 0009 157.18 061505 N 0066.0 0010 473.87 061605 N 0067.0 0011 249.19 061705 N 0068.0 0012 428.23 062005 N 0069.0 0013 334.25 062105 N 0070.0 0014 273.03 062205 N 0071.0 0015 185.52 062305 N 0072.0 0016 2,944.58 070705 N 0048.0 0017 432.76 070805 N 0049.0 0018 206.23 071105 N 0050.0 0019 206.23 071205 N 0051.0 0020 206.23 071305 N 0052.0 0021 5,937.91 080405 N 0053.0 0022 420.38 060105 N 0056.0 0023 458.04 060205 N 0057.0 0024 418.78 060305 N 0058.0 0025 560.12 060605 N 0059.0 0026 481.53 060705 N 0060.0 0027 402.94 060805 N 0061.0 0028 16,932.00 E.W. @ U.P (+) 081105 N 005 0 013 0001 2,832.75 E.W. @ L.S.(+) 091405 N 1 0 62,635.79 TOTAL THIS ESTIMATE 123,018.00 TOTAL PREVIOUS ESTIMATE 185,653.79 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 09/22/05 EST. NO.05 TIME 10:14 AM R.E. NAME: PINEDA, PAUL 05-282804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 03 MISSING PYRLS RECD 10,000.00 05 10,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 003 -375.00 01 OVERBID ITEM NO. 033 -14,250.00 01 OVERBID ITEM NO. 033 -2,850.00 02 0.00 -17,475.00 TOTAL DEDUCTIONS 10,000.00 -17,475.00 PROGRAM CAS145 PAGE 1 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-282804 TIME 10:14 AM ESTIMATE NO. 05 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 09/22/05 LOCATION PROGRESS ESTIMATE 05-SB-150-1.0/R1.7 ----------------- 05-VEN-150-D1.1/D1.5 SECURITY PAVING COMPANY INC IN SANTA BARBARA AND VENTURA P O BOX 1489 COUNTIES NEAR CARPINTERIA FROM SUN VALLEY CA 913531489 1.6 KM EAST TO 2.7 KM EAST OF ROUTE 101 AND 150 SEPARATION FED. AID NO. ACST-P150(21) ,P-P150(21) ,ACBR-P150(E ) REPLACE BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 5,000.0000 5,000.00 0.130 650.00 0.630 3,150.00 02 TEMPORARY FENCE (TYPE ESA) M 14.0000 11,760.00 807.990 11,311.86 03 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.750 2,250.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 37,000.0000 37,000.00 0.040 1,480.00 0.840 31,080.00 05 TEMPORARY CREEK DIVERSION SYSTEM LS 17,500.0000 17,500.00 0.240 4,200.00 1.000 17,500.00 06 TEMPORARY SILT FENCE M 25.0000 750.00 801.220 20,030.50 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,650.0000 6,600.00 1.000 1,650.00 3.500 5,775.00 08 TEMPORARY COVER M2 35.0000 700.00 0.000 0.00 09 TEMPORARY CHECK DAM M 9.0000 2,520.00 0.000 0.00 10 STREET SWEEPING LS 34,600.0000 34,600.00 0.120 4,152.00 0.710 24,566.00 11 CONSTRUCTION AREA SIGNS LS 9,400.0000 9,400.00 0.040 376.00 0.800 7,520.00 S) 12 TRAFFIC CONTROL SYSTEM LS 5,000.0000 5,000.00 0.040 200.00 0.500 2,500.00 S) 13 TYPE III BARRICADE EA 75.0000 7,200.00 13.000 975.00 14 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.4000 6,216.00 0.000 0.00 15 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 600.00 0.000 0.00 16 TEMPORARY PAVEMENT MARKER EA 6.0000 390.00 0.000 0.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,500.0000 7,500.00 0.000 0.00 S) 18 TEMPORARY RAILING (TYPE K) M 40.0000 12,400.00 24.000 960.00 66.000 2,640.00 19 TEMPORARY CRASH CUSHION MODULE EA 190.0000 10,640.00 28.000 5,320.00 20 ABANDON CULVERT EA 900.0000 8,100.00 7.000 6,300.00 21 REMOVE METAL BEAM GUARD RAILING M 50.0000 6,000.00 55.000 2,750.00 22 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 115.0000 690.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-282804 TIME 10:14 AM ESTIMATE NO. 05 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN EA 140.0000 280.00 2.000 280.00 24 REMOVE CULVERT M 80.0000 576.00 7.200 576.00 25 REMOVE HEADWALL EA 1,000.0000 5,000.00 4.000 4,000.00 26 REMOVE CONCRETED ROCK SLOPE PROTECTION M3 50.0000 13,500.00 270.000 13,500.00 27 REMOVE BASE AND SURFACING M3 36.0000 33,120.00 729.000 26,244.00 28 RECONSTRUCT MAILBOX EA 750.0000 750.00 0.400 300.00 29 RECONSTRUCT CHAIN LINK FENCE M 62.0000 11,780.00 57.000 3,534.00 S) 30 RELOCATE ROADSIDE SIGN EA 205.0000 820.00 0.000 0.00 31 BRIDGE REMOVAL, LOCATION A LS 44,000.0000 44,000.00 1.000 44,000.00 32 BRIDGE REMOVAL, LOCATION B LS 53,000.0000 53,000.00 1.000 53,000.00 33 CLEARING AND GRUBBING LS 89,000.0000 89,000.00 0.900 80,100.00 34 ROADWAY EXCAVATION M3 4.5000 37,125.00 2,160.000 9,720.00 5,115.000 23,017.50 35 STRUCTURE EXCAVATION (BRIDGE) M3 32.0000 14,176.00 443.000 14,176.00 F) 36 STRUCTURE EXCAVATION (RETAINING WALL) M3 32.0000 3,200.00 100.000 3,200.00 F) 37 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 24,000.00 42.000 3,360.00 300.000 24,000.00 F) 38 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 5,600.00 56.000 4,480.00 F) 39 IMPORTED BORROW M3 21.5000 309,600.00 13,378.000 287,627.00 40 DUFF HA 9,000.0000 18,000.00 1.500 13,500.00 41 EROSION CONTROL (BLANKET) M2 3.9500 11,692.00 0.000 0.00 S) 42 STRAW (EROSION CONTROL) TONN 220.0000 1,540.00 0.000 0.00 S) 43 FIBER (EROSION CONTROL) KG 0.5000 875.00 0.000 0.00 S) 44 FIBER ROLLS M 6.6000 5,346.00 0.000 0.00 S) 45 COMPOST (EROSION CONTROL) M3 55.0000 770.00 0.000 0.00 S) 46 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 850.0000 3,400.00 0.000 0.00 S) 47 PURE LIVE SEED (EROSION CONTROL) KG 175.0000 17,500.00 0.000 0.00 S) 48 STABILIZING EMULSION (EROSION CONTROL) KG 2.4000 528.00 0.000 0.00 S) 49 SOIL WRAP M3 225.0000 132,750.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-282804 TIME 10:14 AM ESTIMATE NO. 05 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CUTTINGS M 200.0000 42,000.00 0.000 0.00 S) 51 PLANT (GROUP W) EA 27.5000 4,125.00 0.000 0.00 S) 52 PLANT ESTABLISHMENT WORK LS 5,500.0000 5,500.00 0.000 0.00 S) 53 NPS 3 SUPPLY LINE (BRIDGE) M 248.0000 15,376.00 61.500 15,252.00 73.500 18,228.00 54 100 MM CORRUGATED HIGH DENSITY M 192.0000 12,480.00 35.250 6,768.00 81.250 15,600.00 POLYETHYLENE PIPE 55 150 MM CORRUGATED HIGH DENSITY M 230.0000 15,870.00 31.000 7,130.00 70.000 16,100.00 POLYETHYLENE PIPE 56 CLASS 2 AGGREGATE BASE M3 55.0000 143,550.00 2,007.000 110,385.00 2,007.000 110,385.00 57 ASPHALT CONCRETE (TYPE A) TONN 61.6500 205,911.00 1,707.480 105,266.14 1,707.480 105,266.14 58 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 2,220.00 0.000 0.00 AREA) 59 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.0000 120.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.0000 700.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.0000 3,350.00 0.000 0.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.0000 600.00 0.000 0.00 63 ASPHALTIC EMULSION (PAINT BINDER) TONN 400.0000 2,040.00 0.000 0.00 64 FURNISH STEEL PILING (HP 250 X 85) M 100.0000 17,200.00 175.550 17,555.00 S) 65 DRIVE STEEL PILE (HP 250 X 85) EA 1,750.0000 28,000.00 16.000 28,000.00 S) 66 FURNISH STEEL PILING (HP 360 X 132) M 150.0000 97,800.00 656.330 98,449.50 S) 67 DRIVE STEEL PILE (HP 360 X 132) EA 1,735.0000 95,425.00 57.000 98,895.00 S) 68 PRESTRESSING CAST-IN-PLACE CONCRETE LS 61,500.0000 61,500.00 1.000 61,500.00 1.000 61,500.00 S) 69 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 435.0000 39,150.00 90.000 39,150.00 F) 70 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 511,100.00 49.000 46,550.00 533.000 506,350.00 F) 71 STRUCTURAL CONCRETE, RETAINING WALL M3 1,035.0000 30,015.00 29.000 30,015.00 F) 72 3000 MM X 2100 MM PRECAST CONCRETE M 4,100.0000 82,000.00 2.000 8,200.00 20.000 82,000.00 S) BOX CULVERT 73 MINOR CONCRETE (MINOR STRUCTURE) M3 2,100.0000 29,400.00 2.100 4,410.00 5.400 11,340.00 F) 74 JOINT SEAL (MR 40 MM) M 180.0000 8,640.00 0.000 0.00 S) 75 BAR REINFORCING STEEL (BRIDGE) KG 2.9500 156,940.00 -9,999.000 -29,497.05 53,200.000 156,940.00 SF) 76 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 7,128.00 2,160.000 7,128.00 SF) PROGRAM CAS145 PAGE 4 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-282804 TIME 10:14 AM ESTIMATE NO. 05 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ROADSIDE SIGN - ONE POST EA 340.0000 1,700.00 0.000 0.00 78 ROADSIDE SIGN - TWO POST EA 605.0000 605.00 0.000 0.00 79 600 MM ALTERNATIVE PIPE CULVERT M 315.0000 91,350.00 164.800 51,912.00 369.850 116,502.75 80 150 MM PERFORATED PLASTIC PIPE M 40.0000 4,400.00 101.000 4,040.00 81 FILTER FABRIC (UNDERDRAIN) M2 2.7500 577.50 210.000 577.50 82 GEOSYNTHETIC FABRIC M2 2.7500 632.50 224.000 616.00 83 CLASS 3 PERMEABLE MATERIAL M3 115.0000 8,625.00 75.000 8,625.00 84 200 MM ENTRANCE TAPER EA 400.0000 3,600.00 0.000 0.00 85 200 MM ANCHOR ASSEMBLY EA 300.0000 3,300.00 0.000 0.00 86 200 MM ALTERNATIVE PIPE DOWNDRAIN M 145.0000 9,715.00 0.000 0.00 87 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 6,500.00 4.000 2,000.00 13.000 6,500.00 88 ROCK SLOPE PROTECTION (1T, METHOD A) M3 140.0000 323,400.00 1,726.000 241,640.00 2,526.000 353,640.00 89 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 130.0000 275,600.00 1,588.000 206,440.00 2,188.000 284,440.00 90 ROCK SLOPE PROTECTION M3 175.0000 7,000.00 0.000 0.00 (FACING, METHOD B) 91 ROCK SLOPE PROTECTION FABRIC M2 1.5000 6,405.00 3,031.000 4,546.50 4,011.000 6,016.50 92 MISCELLANEOUS IRON AND STEEL KG 5.0000 2,650.00 0.000 0.00 SF) 93 DELINEATOR (CLASS 1) EA 42.0000 1,554.00 0.000 0.00 94 GUARD RAILING DELINEATOR EA 22.0000 418.00 0.000 0.00 95 OBJECT MARKER (TYPE L-1) EA 46.0000 276.00 0.000 0.00 96 METAL BEAM GUARD RAILING (STEEL POST) M 205.0000 51,250.00 0.000 0.00 S) 97 TUBULAR BICYCLE RAILING M 438.0000 78,840.00 0.000 0.00 SF) 98 TERMINAL SECTION (TYPE B) EA 150.0000 600.00 0.000 0.00 S) 99 TERMINAL SECTION (TYPE C) EA 215.0000 860.00 0.000 0.00 S) 00 END SECTION EA 330.0000 1,320.00 0.000 0.00 S) 01 TERMINAL SYSTEM (TYPE SRT) EA 4,235.0000 42,350.00 0.000 0.00 S) 02 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,265.0000 5,060.00 0.000 0.00 S) 03 CONCRETE BARRIER (TYPE 80) M 945.0000 170,100.00 144.000 136,080.00 180.000 170,100.00 F) PROGRAM CAS145 PAGE 5 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-282804 TIME 10:14 AM ESTIMATE NO. 05 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 THERMOPLASTIC PAVEMENT MARKING M2 80.0000 1,120.00 0.000 0.00 S) 05 THERMOPLASTIC TRAFFIC STRIPE M 1.1500 3,726.00 0.000 0.00 S) (SPRAYABLE) 06 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 1,395.00 0.000 0.00 S) 07 SPRINKLER CONTROL CONDUIT (BRIDGE) M 150.0000 12,750.00 85.000 12,750.00 S) PROGRAM CAS145 PAGE 6 DATE 09/22/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-282804 TIME 10:14 AM ESTIMATE NO. 05 BID OPENING 03/30/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/05 R.E. NAME: PINEDA, PAUL DATE OF THIS ESTIMATE 09/22/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,005,330.59 3,105,912.25 ADJUSTMENT OF COMPENSATION 0.00 8,745.00 EXTRA WORK 62,635.79 176,908.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,067,966.38 3,291,566.04 08 MOBILIZATION LS 275,000.0000 275,000.00 1.000 275,000.00 ORIGINAL CONTRACT AMOUNT 4,042,313.00 TOTAL WORK COMPLETED 1,067,966.38 3,566,566.04 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -17,475.00 TOTAL 1,077,966.38 3,549,091.04 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 003 PREPARE STORM WATER POLLUTION 2,500.00 3,000.00 500.00 PREVENTION PLAN 033 CLEARING AND GRUBBING 70,000.00 89,000.00 19,000.00 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 04/18/05 210 00/00/00 00/00/00 11/01/05 111 1 0 0 80% 79% PROGRESS IS SATISFACTORY PINEDA, PAUL RESIDENT ENGINEER PROGRAM CAS145 PAGE 26 DATE 09/22/05