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 10/12/12 EST. NO.28 TIME 09:43 AM R.E. NAME: DAVID BALLENTINE, R.E. 05-0M14U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 035 0001 185,000.00 A.C. @ L.S.(+) 083112 N 0001 0 185,000.00 TOTAL THIS ESTIMATE 2,048,003.29 TOTAL PREVIOUS ESTIMATE 2,233,003.29 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 10/12/12 EST. NO.28 TIME 09:43 AM R.E. NAME: DAVID BALLENTINE, R.E. 05-0M14U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING FEE REG#21 -710.00 04 MISSING SCCD SMFESCU -361.00 06 CONER OUT COMP -57.60 15 MISSING SCCD SMFESCU 361.00 15 MISSING SEED SMFESCU -361.00 15 0.00 -1,128.60 LABOR COMPLIANCE VIOLATION MISS PAYROLLS -1,000.00 06 RECD PAYROLLS 1,000.00 07 MISS PAYROLLS -1,000.00 16 MISS PAYROLLS -1,000.00 20 MISS PAYROLLS -1,500.00 21 RECD PYRLS 16,20,21 3,500.00 22 MISS PYRL -10,000.00 24 RECD PYRLS 10,000.00 25 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 135 -30.47 03 OVERBID ITEM NO. 135 -15.24 04 OVERBID ITEM NO. 135 -12.19 05 OVERBID ITEM NO. 135 -3.05 09 OVERBID ITEM NO. 135 60.95 24 0.00 0.00 TOTAL DEDUCTIONS 0.00 -1,128.60 PROGRAM CAS145 PAGE 1 DATE 10/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 09:43 AM ESTIMATE NO. 28 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/11 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 10/12/12 LOCATION FINAL ESTIMATE 05-SB-101-26.5/27.1 -------------- SHASTA CONSTRUCTORS INC IN SANTA BARBARA COUNTY IN THE CITY PO BOX 491539 OF GOLETA AT THE HOLLISTER AVENUE REDDING CA 96049 OVERCROSSING FED. AID NO. NHBR-Q101(156)E ,NH-Q101(156)E ,BRLS-6205(19)E REPLACE EXISTING BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 150.0000 43,500.00 416.000 62,400 004 TEMPORARY FENCE (TYPE ESA) M 15.0000 9,300.00 818.000 12,270 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 006 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 11.0000 1,100.00 333.000 3,663 008 TEMPORARY SILT FENCE M 6.0000 12,000.00 726.500 4,359 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 6,000.00 1.000 2,000 010 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 12,000.00 3.000 9,000 011 TEMPORARY COVER M2 5.0000 8,000.00 486.000 2,430 012 TEMPORARY CHECK DAM M 14.0000 14,000.00 0.000 0 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,500.00 8.000 2,000 014 TEMPORARY HYDRAULIC MULCH M2 0.8500 2,040.00 2,020.000 1,717 (POLYMER STABILIZED FIBER MATRIX) 015 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,500.0000 2,500.00 1.000 2,500 017 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000 018 TRAFFIC CONTROL SYSTEM LS 105,380.0000 105,380.00 1.000 105,380 019 TYPE III BARRICADE EA 35.0000 7,000.00 25.000 875 020 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 4,500.00 76.000 1,900 021 PORTABLE CHANGEABLE MESSAGE SIGN LS 32,000.0000 32,000.00 1.000 32,000 022 TEMPORARY RAILING (TYPE K) M 85.0000 137,700.00 1,928.200 163,897 PROGRAM CAS145 PAGE 2 DATE 10/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 09:43 AM ESTIMATE NO. 28 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/11 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 10/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION EA 2,100.0000 8,400.00 5.000 10,500 024 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 20,000.00 4.000 20,000 025 ABANDON CULVERT M 75.0000 14,250.00 184.000 13,800 026 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 027 REMOVE CHAIN LINK FENCE M 20.0000 10,400.00 528.500 10,570 028 REMOVE METAL BEAM GUARD RAILING M 32.0000 23,040.00 818.100 26,179 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 2.5000 2,575.00 961.000 2,402 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 2.8000 3,892.00 1,477.000 4,135 STRIPE 031 REMOVE PAINTED TRAFFIC STRIPE M 2.4500 4,753.00 2,369.100 5,804 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.6000 3,562.00 1,816.900 4,723 033 REMOVE PAVEMENT MARKER EA 1.5000 450.00 329.000 493 034 REMOVE ROADSIDE SIGN EA 100.0000 1,900.00 16.000 1,600 035 REMOVE OVERSIDE DRAIN EA 400.0000 800.00 2.000 800 036 REMOVE CULVERT M 120.0000 4,320.00 35.200 4,224 037 REMOVE INLET EA 500.0000 2,000.00 4.000 2,000 038 REMOVE HEADWALL EA 1,100.0000 1,100.00 1.000 1,100 039 REMOVE DOWNDRAIN M 85.0000 1,870.00 11.500 977 040 REMOVE MANHOLE EA 1,200.0000 1,200.00 1.000 1,200 041 SALVAGE METAL BRIDGE RAILING M 20.0000 2,920.00 146.000 2,920 042 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 1,200.00 3.000 600 043 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 13.0000 12,090.00 1,518.030 19,734 044 REMOVE CONCRETE M 21.0000 18,690.00 849.140 17,831 045 REMOVE CONCRETE BARRIER M 80.0000 8,000.00 97.000 7,760 046 REMOVE CONCRETE BARRIER (TYPE K) M 28.0000 6,160.00 215.000 6,020 047 REMOVE CRASH CUSHION EA 1,200.0000 1,200.00 1.000 1,200 048 BRIDGE REMOVAL, LOCATION A LS 90,000.0000 90,000.00 1.000 90,000 049 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000 PROGRAM CAS145 PAGE 3 DATE 10/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 09:43 AM ESTIMATE NO. 28 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/11 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 10/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 DEVELOP WATER SUPPLY LS 2,500.0000 2,500.00 1.000 2,500 051 ROADWAY EXCAVATION M3 17.0000 396,100.00 24,483.740 416,223 052 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 053 ASBESTOS COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 054 STRUCTURE EXCAVATION (BRIDGE) M3 103.0000 174,585.00 1,695.000 174,585 (F) 055 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 89,700.00 598.000 89,700 (F) 056 SAND BACKFILL M3 70.0000 2,100.00 29.200 2,044 057 IMPORTED BORROW M3 20.0000 72,200.00 2,945.000 58,900 058 EROSION CONTROL (TYPE D) M2 0.5000 22,950.00 47,305.090 23,652 059 FIBER ROLLS M 11.0000 30,360.00 3,142.690 34,569 060 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 350.0000 1,400.00 6.000 2,100 061 NPS 3 SUPPLY LINE (BRIDGE) M 300.0000 39,900.00 133.000 39,900 (F) 062 250 MM CORRUGATED HIGH DENSITY M 176.0000 19,360.00 114.440 20,141 POLYETHYLENE PIPE CONDUIT 063 CLASS 2 AGGREGATE BASE M3 80.0000 419,200.00 5,356.270 428,501 064 HOT MIX ASPHALT (TYPE A) TONN 121.0000 655,820.00 6,058.497 733,078 065 DATA CORE LS 10,000.0000 10,000.00 0.000 0 066 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 7.0000 1,050.00 142.320 996 067 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 7.0000 4,550.00 784.420 5,490 068 PLACE HOT MIX ASPHALT M2 50.0000 2,700.00 71.820 3,591 (MISCELLANEOUS AREA) 069 TACK COAT TONN 1,100.0000 12,100.00 6.198 6,817 070 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 176,580.00 974.400 175,392 PILING 071 PRESTRESSING CAST-IN-PLACE CONCRETE LS 130,000.0000 130,000.00 1.000 130,000 072 BAT HABITAT EA 2,500.0000 15,000.00 6.000 15,000 073 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 170,400.00 284.000 170,400 (F) 074 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 939,600.00 1,566.000 939,600 (F) 075 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,200.0000 70,800.00 59.000 70,800 (F) (TYPE EQ) 076 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 31,350.00 17.600 29,040 (F) PROGRAM CAS145 PAGE 4 DATE 10/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 09:43 AM ESTIMATE NO. 28 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/11 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 10/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (MR 40 MM) M 125.0000 5,375.00 43.000 5,375 078 JOINT SEAL (MR 50 MM) M 150.0000 5,700.00 38.000 5,700 079 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 368,960.00 238,446.000 381,513 (F) 080 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 3,100.00 33.570 3,357 (1.6 MM-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN M2 116.0000 1,624.00 8.670 1,005 (1.6 MM-FRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 520.00 3.580 465 (2.0 MM-FRAMED) 083 ROADSIDE SIGN - ONE POST EA 200.0000 6,200.00 28.000 5,600 084 ROADSIDE SIGN - TWO POST EA 450.0000 1,800.00 4.000 1,800 085 150 MM ALTERNATIVE PIPE CULVERT M 150.0000 6,000.00 20.700 3,105 086 450 MM ALTERNATIVE PIPE CULVERT M 220.0000 72,600.00 329.200 72,424 087 450 MM REINFORCED CONCRETE PIPE M 275.0000 8,250.00 28.300 7,782 088 CLASS 1 PERMEABLE MATERIAL M3 250.0000 1,200.00 4.800 1,200 089 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 120.0000 1,440.00 11.700 1,404 090 900 MM CORRUGATED STEEL PIPE INLET M 600.0000 10,800.00 17.100 10,260 (3.51 MM THICK) 091 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 1.000 700 092 900 MM PRECAST CONCRETE PIPE INLET M 2,000.0000 2,000.00 1.000 2,000 093 MINOR CONCRETE (BACKFILL) M3 300.0000 1,680.00 2.500 750 094 ROCK SLOPE PROTECTION M3 155.0000 37,200.00 232.553 36,045 (BACKING NO. 2, METHOD B) 095 SLOPE PAVING (CONCRETE) M3 6,000.0000 228,000.00 38.000 228,000 (F) 096 ROCK SLOPE PROTECTION FABRIC M2 5.0000 3,350.00 681.570 3,407 097 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 48,500.00 83.800 41,900 098 MINOR CONCRETE (SIDEWALK) M3 500.0000 22,500.00 46.810 23,405 099 MINOR CONCRETE (CURB RAMP) M3 1,200.0000 1,560.00 1.230 1,476 100 MISCELLANEOUS IRON AND STEEL KG 5.0000 7,865.00 1,573.000 7,865 (F) 101 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 69,100.00 3,455.000 69,100 (F) 102 CHAIN LINK FENCE (TYPE CL-1.8) M 61.0000 25,620.00 318.900 19,452 103 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 725.0000 1,450.00 2.000 1,450 PROGRAM CAS145 PAGE 5 DATE 10/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 09:43 AM ESTIMATE NO. 28 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/11 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 10/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 42.000 1,260 105 GUARD RAILING DELINEATOR EA 17.0000 782.00 40.000 680 106 OBJECT MARKER EA 35.0000 595.00 13.000 455 107 METAL BEAM GUARD RAILING (STEEL POST) M 72.0000 71,280.00 1,102.580 79,385 108 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 235.0000 47,470.00 202.000 47,470 (F) 109 BAT EXCLUSION DEVICE LS 12,000.0000 12,000.00 1.000 12,000 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 TUBULAR BICYCLE RAILING M 250.0000 17,000.00 68.000 17,000 (F) 112 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 865.0000 4,325.00 3.000 2,595 113 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 114 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 6,900.00 3.000 6,900 115 ALTERNATIVE CRASH CUSHION EA 18,950.0000 18,950.00 1.000 18,950 116 CONCRETE BARRIER (TYPE 60) M 80.0000 25,600.00 299.800 23,984 117 CONCRETE BARRIER (TYPE 60E MODIFIED) M 350.0000 12,250.00 35.450 12,407 118 CONCRETE BARRIER (TYPE 732 MODIFIED) M 300.0000 40,500.00 135.000 40,500 (F) 119 CONCRETE BARRIER (TYPE 732B MODIFIED) M 500.0000 24,500.00 53.190 26,595 120 CONCRETE BARRIER (TYPE 736 MODIFIED) M 400.0000 54,000.00 135.000 54,000 (F) 121 CONCRETE BARRIER (TYPE 736B MODIFIED) M 500.0000 28,000.00 61.803 30,901 122 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 12,500.00 236.720 5,918 123 THERMOPLASTIC TRAFFIC STRIPE M 0.7500 4,095.00 9,029.300 6,771 (SPRAYABLE) 124 PAINT TRAFFIC STRIPE M 2.2500 19,890.00 9,200.600 20,701 125 PAINT PAVEMENT MARKING M2 15.0000 195.00 55.400 831 126 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 300.00 180.000 270 127 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 1,462.50 592.000 1,332 128 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 129 HIGHWAY LIGHTING LS 52,000.0000 52,000.00 1.000 52,000 130 COMMUNICATION CONDUIT (BRIDGE) M 65.0000 48,360.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 10/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 09:43 AM ESTIMATE NO. 28 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/11 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 10/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SPRINKLER CONTROL CONDUIT (BRIDGE) M 65.0000 8,645.00 133.000 8,645 (F) 132 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 133 CELLULAR SOIL REINFORCEMENT M2 35.0000 75,250.00 1,871.760 65,511 134 BRIDGE REMOVAL (PORTION), LOCATION B LS 155,000.0000 155,000.00 1.000 155,000 PROGRAM CAS145 PAGE 7 DATE 10/12/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0M14U4 TIME 09:43 AM ESTIMATE NO. 28 BID OPENING 11/17/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/02/11 R.E. NAME: DAVID BALLENTINE, R.E. DATE OF THIS ESTIMATE 10/12/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 6,065,601.13 ADJUSTMENT OF COMPENSATION 185,000.00 507,379.61 EXTRA WORK 0.00 1,725,623.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 185,000.00 8,298,604.42 135 MOBILIZATION LS 670,000.0000 670,000.00 1.000 670,000 ORIGINAL CONTRACT AMOUNT 6,699,390.50 TOTAL WORK COMPLETED 185,000.00 8,968,604.42 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -1,128.60 TOTAL 185,000.00 8,967,475.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 135 MOBILIZATION 669,939.05 670,000.00 60.95 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 01/19/10 290 03/15/10 03/15/10 12/02/11 395 37 67 0 100% 100% DAVID BALLENTINE, R.E. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/12/12