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 06/05/12 EST. NO.28 TIME 01:58 PM R.E. NAME: BLINE, JEFF 02-2C50U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0034 191.13 E.W. @ F.A.(+) 013111 Y 0306.1 011 0001-3 -866.99 E.W. @ F.A.(+) 120709 Y 0142.0 DAO CORRECTING ENTRY 0001-4 433.50 120709 Y 0142.0 DAO CORRECTING ENTRY 0002-3 -330.51 012910 Y 0143.0 DAO CORRECTING ENTRY 0002-4 165.26 012910 Y 0143.0 DAO CORRECTING ENTRY 0003-3 -311.57 021910 Y 0144.0 DAO CORRECTING ENTRY 0003-4 155.79 021910 Y 0144.0 DAO CORRECTING ENTRY 0004-3 -510.74 022510 Y 0145.0 DAO CORRECTING ENTRY 0004-4 255.37 022510 Y 0145.0 DAO CORRECTING ENTRY 0006-1 -1,290.07 082310 Y 0178.0 DAO CORRECTING ENTRY 0006-2 645.04 082310 Y 0178.0 DAO CORRECTING ENTRY 0020-1 -1,141.04 050411 Y 0312.0 DAO CORRECTING ENTRY 0020-2 570.52 050411 Y 0312.0 DAO CORRECTING ENTRY 0021-1 -679.60 050511 Y 0313.0 DAO CORRECTING ENTRY 0021-2 679.60 050511 Y 0313.0 DAO CORRECTING ENTRY 0021-3 -679.60 050511 Y 0313.0 DAO CORRECTING ENTRY 0021-4 339.80 050511 Y 0313.0 DAO CORRECTING ENTRY 014 0008 6,029.79 E.W. @ F.A.(+) 121010 N 0342.0 0011 1,044.57 122209 N 0345.0 0014 5,485.67 032911 N 0348.0 0015 505.60 062510 Y 0546.0 021 0003 287.77 E.W. @ F.A.(+) 030311 Y 0321.0 0007 871.74 041111 N 0334.0 032 0002 -2,377.32 A.C. @ L.S.(-) 060112 N 1 0 9,473.71 TOTAL THIS ESTIMATE 982,019.76 TOTAL PREVIOUS ESTIMATE 991,493.47 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 06/05/12 EST. NO.28 TIME 01:58 PM R.E. NAME: BLINE, JEFF 02-2C50U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -10,000.00 14 MISSING 2010 CEM4401 -10,000.00 19 RETURN DEDUCTCEM4401 10,000.00 23 MISSING 2009 CEM4401 -10,000.00 27 RECVD 2009 CEM4401 10,000.00 28 10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM2402F -10,000.00 27 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER 12/09LTR -5,000.00 05 RETURN 12/09 DEDUCT 5,000.00 10 PER 08/10 LTR -10,000.00 13 PER LTR DATED 9/10 -7,000.00 14 PER LTR DATED 2/11 -5,000.00 19 RETURN DEDUCT 8/10 10,000.00 19 RETURN DEDUCT 9/10 7,000.00 19 PER LTR DATED 3/11 -5,000.00 20 PER LTR DATED 8/11 -4,000.00 25 RETURN DEDUCT 2/11 5,000.00 25 RETURN DEDUCT 3/11 5,000.00 25 RETURN DEDUCT 8/11 4,000.00 26 CERTIFIED PAYROLLS -10,000.00 27 CERTIFIED PAYROLLS 10,000.00 28 10,000.00 0.00 TOTAL DEDUCTIONS 20,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 06/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 01:58 PM ESTIMATE NO. 28 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/05/12 LOCATION SEMI-FINAL ESTIMATE 02-TEH-5-R22.2/R27.5 ------------------- C C MYERS INC IN TEHAMA COUNTY IN AND NEAR RED 3286 FITZGERALD ROAD BLUFF FROM 5.3 MILES SOUTH OF ADOBE RANCHO CORDOVA CA 957426811 ROAD OVERCROSSING TO ADOBE ROAD OVERCROSSING FED. AID NO. SARR-058(336)E ,A-058(336)E BRIDGE DECK MAINTENANCE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 1.000 2,000.00 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 1.000 250.00 003 TIME-RELATED OVERHEAD WDAY 11,500.0000 2,070,000.00 176.010 2,024,115.00 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 21,450.00 6,450.000 19,350.00 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 006 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL LF 2.5000 1,250.00 4,662.000 11,655.00 008 TEMPORARY SILT FENCE LF 1.2000 1,560.00 665.000 798.00 009 TEMPORARY GRAVEL BAG BERM LF 8.0000 4,000.00 1,691.500 13,532.00 010 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 8,450.00 26.000 8,450.00 011 STREET SWEEPING LS 30,000.0000 30,000.00 1.000 30,000.00 012 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 60,000.00 121.000 181,500.00 013 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 1.000 15,000.00 014 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 015 TRAFFIC CONTROL SURVEILLANCE LS 1,500.0000 1,500.00 1.000 1,500.00 016 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 115,200.00 489,713.000 97,942.60 017 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 39,140.00 1,279.000 48,602.00 018 TEMPORARY PAVEMENT MARKER EA 3.0000 19,200.00 4,177.000 12,531.00 019 PORTABLE CHANGEABLE MESSAGE SIGN LS 7,000.0000 7,000.00 1.000 7,000.00 020 PORTABLE RADAR TRAILER LS 4,000.0000 4,000.00 1.000 4,000.00 021 TEMPORARY RAILING (TYPE K) LF 8.0000 478,400.00 67,281.000 538,248.00 022 TEMPORARY CRASH CUSHION MODULE EA 300.0000 69,000.00 329.000 98,700.00 PROGRAM CAS145 PAGE 2 DATE 06/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 01:58 PM ESTIMATE NO. 28 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE METAL BEAM GUARD RAILING LF 15.0000 73,800.00 5,191.000 77,865.00 024 REMOVE FLARED END SECTION EA 250.0000 1,500.00 6.000 1,500.00 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 3,900.00 13,141.000 3,942.30 STRIPE 026 REMOVE TRAFFIC STRIPE LF 0.3000 30,300.00 102,344.000 30,703.20 027 REMOVE EPOXY GRIT POLYMER OVERLAY SQFT 2.0000 26,316.00 13,158.000 26,316.00 028 REMOVE PAVEMENT MARKER EA 1.0000 1,480.00 1,787.000 1,787.00 029 REMOVE ROADSIDE SIGN EA 100.0000 2,400.00 11.000 1,100.00 030 REMOVE ROADSIDE SIGN EA 55.0000 110.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 031 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000.00 032 REMOVE CULVERT LF 40.0000 6,400.00 160.000 6,400.00 033 REMOVE INLET EA 450.0000 6,750.00 15.000 6,750.00 034 REMOVE JUNCTION BOX EA 900.0000 900.00 1.000 900.00 035 RESET ROADSIDE SIGN (ONE POST) EA 180.0000 540.00 0.000 0.00 036 RELOCATE ROADSIDE SIGN EA 200.0000 400.00 1.000 200.00 037 ADJUST INLET EA 2,250.0000 4,500.00 2.000 4,500.00 038 MODIFY INLET EA 2,500.0000 2,500.00 1.000 2,500.00 039 REMOVE UNSOUND CONCRETE CF 65.0000 64,090.00 16.000 1,040.00 040 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1700 29,113.52 176,608.000 30,023.36 041 CLEAN BRIDGE DECK SQFT 0.2000 1,428.80 7,144.000 1,428.80 042 REMOVE CRASH CUSHION (SAND FILLED) LS 5,000.0000 5,000.00 1.000 5,000.00 043 BRIDGE REMOVAL (PORTION) LS 280,000.0000 280,000.00 1.000 280,000.00 044 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 045 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 046 ROADWAY EXCAVATION CY 20.0000 1,586,000.00 88,576.100 1,771,522.00 047 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 048 PRUNE EXISTING PLANTS LS 13,000.0000 13,000.00 1.000 13,000.00 049 EROSION CONTROL (TYPE D) SQYD 0.6000 39,240.00 96,006.100 57,603.66 PROGRAM CAS145 PAGE 3 DATE 06/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 01:58 PM ESTIMATE NO. 28 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTS LS 4,500.0000 4,500.00 1.000 4,500.00 051 IRRIGATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000.00 052 EXTEND 8" CONDUIT LF 23.0000 4,140.00 180.000 4,140.00 053 CLASS 2 AGGREGATE BASE CY 21.0000 483,000.00 27,101.800 569,137.80 054 AGGREGATE BASE (APPROACH SLAB) CY 60.0000 3,540.00 116.720 7,003.20 055 LEAN CONCRETE BASE CY 100.0000 1,530,000.00 19,161.500 1,916,150.00 056 HOT MIX ASPHALT (TYPE A) TON 78.0000 2,340,000.00 32,863.510 2,563,353.78 057 SHOULDER RUMBLE STRIP STA 12.0000 6,840.00 240.700 2,888.40 (HMA,GROUND-IN INDENTATIONS) 058 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 270.00 266.000 266.00 059 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.0000 60.00 0.000 0.00 060 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 27,100.00 26,862.000 26,862.00 061 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.0000 1,000.00 1,042.000 1,042.00 062 PLACE HOT MIX ASPHALT SQYD 21.0000 36,750.00 1,001.990 21,041.79 (MISCELLANEOUS AREA) 063 TACK COAT TON 450.0000 14,850.00 33.000 14,850.00 064 CONCRETE PAVEMENT CY 140.0000 3,654,000.00 31,083.250 4,351,655.00 065 SHOULDER RUMBLE STRIP STA 55.0000 9,900.00 506.300 27,846.50 (PCC, GROUND-IN INDENTATIONS) 066 REPLACE CONCRETE PAVEMENT CY 353.0000 6,671,700.00 22,025.930 7,775,153.29 (RAPID STRENGTH CONCRETE) 067 SEAL PAVEMENT JOINT LF 3.0000 309,000.00 92,981.000 278,943.00 068 SEAL LONGITUDINAL ISOLATION JOINT LF 1.5000 122,700.00 25,515.200 38,272.80 069 BASE (RAPID STRENGTH CONCRETE) CY 255.0000 2,677,500.00 11,446.000 2,918,730.00 070 GRIND EXISTING CONCRETE SQYD 3.1000 517,700.00 180,671.810 560,082.61 PAVEMENT 071 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 351,000.00 585.000 351,000.00 (TYPE R) 072 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 45,200.00 44.200 44,200.00 (F) 073 MINOR CONCRETE (BACKFILL) CY 300.0000 6,600.00 34.300 10,290.00 074 PAVING NOTCH EXTENSION CY 1,650.0000 14,850.00 9.000 14,850.00 075 CLEAN EXPANSION JOINT LF 4.0000 6,152.00 1,538.000 6,152.00 076 RAPID SETTING CONCRETE (PATCH) CF 70.0000 69,020.00 16.000 1,120.00 PROGRAM CAS145 PAGE 4 DATE 06/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 01:58 PM ESTIMATE NO. 28 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH POLYESTER CONCRETE OVERLAY CF 62.0000 795,646.00 12,705.250 787,725.50 078 PLACE POLYESTER CONCRETE OVERLAY SQFT 0.7500 128,442.00 171,256.000 128,442.00 (F) 079 CORE TREATED BRIDGE DECK EA 60.0000 480.00 0.000 0.00 080 JOINT SEAL (MR 1/2") LF 15.0000 4,920.00 328.000 4,920.00 081 JOINT SEAL (MR 1") LF 16.0000 14,544.00 909.000 14,544.00 082 JOINT SEAL (MR 2") LF 40.0000 31,560.00 789.000 31,560.00 083 TREAT BRIDGE DECK SQFT 0.2500 1,786.00 7,144.000 1,786.00 (F) 084 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 50.0000 3,950.00 88.000 4,400.00 085 STRUCTURAL STEEL (BRIDGE) LB 8.0000 604,000.00 75,500.000 604,000.00 (F) 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 087 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 332,000.00 66,330.000 331,650.00 088 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 16,600.00 66,330.000 16,582.50 089 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 14.0000 6,160.00 433.400 6,067.60 090 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.0000 3,220.00 138.100 3,176.30 091 FURNISH LAMINATED PANEL SIGN SQFT 15.0000 1,365.00 91.000 1,365.00 (2 1/2"-TYPE B) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 1,430.00 119.000 1,309.00 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 216.00 18.000 216.00 (0.080"-UNFRAMED) 094 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,600.00 173.500 3,470.00 (0.080"-FRAMED) 095 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,200.0000 108,000.00 90.000 108,000.00 (SIGN FOUNDATION) 096 ROADSIDE SIGN - ONE POST EA 235.0000 3,055.00 11.000 2,585.00 097 ROADSIDE SIGN - TWO POST EA 650.0000 2,600.00 1.000 650.00 098 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 50.0000 50.00 0.000 0.00 METHOD) 099 INSTALL SIGN PANEL ON EXISTING FRAME EA 500.0000 1,000.00 7.000 3,500.00 100 INSTALL ROADSIDE SIGN EA 750.0000 2,250.00 3.000 2,250.00 (LAMINATED WOOD BOX POST) 101 CLEAN STRUCTURAL STEEL (EXISTING BRIDGE) LS 150,000.0000 150,000.00 1.000 150,000.00 102 PAINT STRUCTURAL STEEL (EXISTING BRIDGE) LS 500,000.0000 500,000.00 1.000 500,000.00 103 CLEAN AND PAINT STRUCTURAL STEEL LS 100,000.0000 100,000.00 1.000 100,000.00 PROGRAM CAS145 PAGE 5 DATE 06/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 01:58 PM ESTIMATE NO. 28 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SPOT BLAST CLEAN AND PAINT UNDERCOAT SQFT 22.0000 312,664.00 14,203.000 312,466.00 105 WORK AREA MONITORING LS 6,500.0000 6,500.00 1.000 6,500.00 106 18" REINFORCED CONCRETE PIPE LF 315.0000 13,860.00 44.000 13,860.00 107 24" REINFORCED CONCRETE PIPE LF 310.0000 22,320.00 72.000 22,320.00 108 36" REINFORCED CONCRETE PIPE LF 505.0000 12,120.00 24.000 12,120.00 109 42" REINFORCED CONCRETE PIPE LF 530.0000 10,600.00 20.000 10,600.00 110 23"X14" OVAL SHAPED REINFORCED CONCRETE LF 225.0000 4,050.00 18.000 4,050.00 PIPE 111 18" CORRUGATED STEEL PIPE (.109" THICK) LF 280.0000 4,480.00 16.000 4,480.00 112 24" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 4,800.00 16.000 4,800.00 113 6" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 85.0000 5,100.00 59.900 5,091.50 114 36" PRECAST CONCRETE PIPE INLET LF 415.0000 19,920.00 47.500 19,712.50 115 MINOR CONCRETE (CURB) CY 450.0000 8,100.00 26.800 12,060.00 116 MINOR CONCRETE (GUTTER DEPRESSION) CY 750.0000 1,800.00 2.490 1,867.50 117 MINOR CONCRETE (TEXTURED PAVING) SQFT 9.0000 3,600.00 2,175.030 19,575.27 118 MISCELLANEOUS IRON AND STEEL LB 8.0000 70,568.00 8,821.000 70,568.00 (F) 119 GRATE LOCKING DEVICE EA 150.0000 1,200.00 8.000 1,200.00 120 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 17,280.00 2,160.000 17,280.00 (F) 121 DELINEATOR (CLASS 1) EA 40.0000 3,280.00 60.000 2,400.00 122 MILEPOST MARKER EA 50.0000 1,000.00 0.000 0.00 123 MARKER (CULVERT) EA 50.0000 1,150.00 54.000 2,700.00 124 OBJECT MARKER (TYPE L-1) EA 50.0000 1,000.00 16.000 800.00 125 METAL BEAM GUARD RAILING LF 18.0000 51,840.00 2,881.200 51,861.60 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 27.0000 57,510.00 2,345.460 63,327.42 127 CONCRETE BARRIER (EXTENTION) LF 380.0000 25,460.00 70.500 26,790.00 (F) 128 DOUBLE METAL BEAM GUARD RAILING LF 22.0000 20,460.00 925.000 20,350.00 (WOOD POST) 129 TRANSITION RAILING (TYPE WB) EA 2,300.0000 69,000.00 30.000 69,000.00 130 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 7,200.00 12.000 7,200.00 PROGRAM CAS145 PAGE 6 DATE 06/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 01:58 PM ESTIMATE NO. 28 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,400.0000 9,600.00 5.000 12,000.00 132 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,100.0000 42,000.00 15.000 31,500.00 133 ALTERNATIVE CRASH CUSHION EA 8,400.0000 117,600.00 18.000 151,200.00 134 CONCRETE BARRIER (MODIFIED TYPE 60) LF 280.0000 145,600.00 519.000 145,320.00 135 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 36,250.00 136,685.000 34,171.25 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 4,095.00 5,480.000 3,836.00 137 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,602.00 2,678.000 1,606.80 (BROKEN 12-3) 138 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 6,380.00 72,821.000 7,282.10 (BROKEN 36-12) 139 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1000 173.00 1,510.000 151.00 (BROKEN 17-7) 140 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 6,700.00 3,171.000 6,342.00 141 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 142 LIGHTING AND SIGN ILLUMINATION LS 60,000.0000 60,000.00 1.000 60,000.00 143 HIGHWAY ADVISORY RADIO SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 144 TRAFFIC MONITORING STATION LS 30,000.0000 30,000.00 1.000 30,000.00 PROGRAM CAS145 PAGE 7 DATE 06/05/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2C50U4 TIME 01:58 PM ESTIMATE NO. 28 BID OPENING 06/02/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/23/11 R.E. NAME: BLINE, JEFF DATE OF THIS ESTIMATE 06/05/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 31,216,372.93 ADJUSTMENT OF COMPENSATION -2,377.32 109,181.59 EXTRA WORK 11,851.03 882,311.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 9,473.71 32,207,866.40 145 MOBILIZATION LS 950,000.0000 950,000.00 1.000 950,000.00 ORIGINAL CONTRACT AMOUNT 29,211,926.32 TOTAL WORK COMPLETED 9,473.71 33,157,866.40 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -20,000.00 TOTAL 29,473.71 33,137,866.40 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 07/08/09 180 08/12/09 08/24/09 09/23/11 180 341 15 0 100% 100% BLINE, JEFF RESIDENT ENGINEER PROGRAM CAS145 DATE 06/05/12