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 03/24/14 EST. NO.22 TIME 03:00 PM R.E. NAME: HSU, PAUL 11-2T1814 --------------------------------------------------------------------------- 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 0077 7,717.61 E.W. @ F.A.(+) 041913 N 241 0 0082 5,024.43 010814 N 246 0 0083 290.85 111312 N 247 0 0085 118.56 111612 N 248 0 0086 153.12 120313 N 249 0 0087 2,411.35 121113 N 250 0 0088 737.16 080113 N 251 0 0089 1,727.79 012214 N 252 0 0090 598.44 021014 N 253 0 0091 403.78 022514 N 254 0 0092 294.51 021014 N 255 0 0098 1,517.65 032014 N NA 0 002 0012 312.72 E.W. @ F.A.(+) 030713 N 012 0 003 0006 302.15 E.W. @ F.A.(+) 112013 N 303 0 0007 1,570.01 031014 N 304 0 007 0066 95.22 E.W. @ F.A.(+) 112912 N 121 0 0067 374.37 082813 N 122 0 013 0002 36,000.00 A.C. @ L.S.(+) 031314 N NA 0 014 0009 366.69 E.W. @ F.A.(+) 011714 N 003 0 0010 2,092.70 012114 N 004 0 0013 28,280.00 A.C. @ U.P.(+) 032114 N NA 0 0014 7,451.78 032114 N NA0 0 020 0041 800.03 E.W. @ F.A.(+) 101513 N 042 0 0042 794.36 072913 N 043 0 0043 263.45 032613 N 044 0 0044 1,925.59 031913 N 045 0 0045 1,582.66 032113 N 46 0 0046 1,582.66 032013 N 47 0 030 0001 180,400.00 E.W. @ U.P (+) 030414 N NA0001 034 0002 27,593.59 A.C. @ L.S.(+) 031414 N NA 0 042 0010 1,192.83 E.W. @ F.A.(+) 111913 N SE-029 0013 895.60 010214 N 249 0 0014 1,705.90 010614 N 250 0 0015 1,055.40 121213 N 251 0 0016 1,990.58 011614 N SE-035 0017 1,989.11 020414 N SE-036 045 0022 851.17 E.W. @ F.A.(+) 060613 N 15 0 046 0019 2,065.42 E.W. @ F.A.(+) 031313 N 19 0 0020 414.38 082813 N 20 0 0021 877.67 090513 N 21 0 0022 696.17 091313 N 22 0 0023 215.17 091713 N 23 0 048 0001 1,985.39 E.W. @ F.A.(+) 042613 N 001 0 055 0001 -15,000.00 A.C. @ L.S.(-) 031314 N NA 0 059 0005 410.62 E.W. @ F.A.(+) 030714 N 004 0 0006 323.65 111813 N 005 0 0009 462.72 022014 N 008 0 0010 1,035.50 022114 N 009 0 0014 1,417.00 030414 N 013 0 0015 1,064.86 030514 N 014 0 071 0001 640.00 E.W. @ L.S.(+) 031314 N NA 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 03/24/14 EST. NO.22 TIME 03:00 PM R.E. NAME: HSU, PAUL 11-2T1814 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 072 0001 -500.00 A.C. @ L.S.(-) 031314 N NA 0 0002 5,250.00 E.W. @ L.S.(+) 032014 N NA0002 074 0001 359.00 E.W. @ F.A.(+) 021414 N 001 0 0002 1,198.30 022114 N 002 0 076 0001 21,063.09 A.C. @ L.S.(+) 032014 N NA 0 082 0001 -5,015.85 A.C. @ L.S.(-) 031414 N NA 0 084 0001 12,917.63 A.C. @ L.S.(+) 031414 N NA 0 354,344.54 TOTAL THIS ESTIMATE 3,064,073.11 TOTAL PREVIOUS ESTIMATE 3,418,417.65 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 03/24/14 EST. NO.22 TIME 03:00 PM R.E. NAME: HSU, PAUL 11-2T1814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING CHARGES -710.00 08 DRAINAGE RESTAKING -2,840.00 15 LANE CLOSURE SUSP. -2,650.00 15 5% CRDT ITEM 76 JPCP -1,509.33 19 O/S ANNUAL CEM-4401 -10,000.00 20 RECD ANNUAL CEM-4401 10,000.00 21 APPROACH SLAB ANCHOR -5,000.00 22 CONCR BARRIER REBAR -184.00 22 RESTAKING CHARGE JPC -5,500.00 22 -10,684.00 -18,393.33 EQUAL EMPLOYMENT OPPORTUNITY DEL FHWA 1391 -10,000.00 15 RECD 7/13 FHWA 1391 10,000.00 16 0.00 0.00 LABOR COMPLIANCE VIOLATION DEL JULY 12 CPR -5,000.00 02 DEL AUG 12 CPR -1,000.00 03 PRTL JULY 12 DEL 3,000.00 03 DEL SEPT 12 CPR -5,000.00 05 DEL OCT 12 CPR -1,000.00 06 PRTL SEPT 12 DEL 2,000.00 06 RECD AUG 12 DEL 1,000.00 06 RECD JULY 12 DEL 2,000.00 06 DEL NOV 12 CPR -3,000.00 07 PRTL SEPT 12 DEL 1,000.00 07 DEL DEC 12 CPR -2,000.00 08 RECD NOV 12 DEL 3,000.00 08 DEL JAN 13 CPR -5,000.00 09 DEL FEB 13 CPR -2,000.00 10 DEL MAR 13 CPR -5,000.00 11 PRTL JAN 13 DEL 3,000.00 11 PRTL SEPT 12 DEL 1,000.00 11 RECD DEC 12 DEL 2,000.00 11 DEL APR 13 CPR -5,000.00 12 DEL MAY 13 CPR -3,000.00 13 PRTL APR 13 DEL 1,000.00 13 DEL JUNE 13 CPR -5,000.00 14 DEL JULY 13 CPR -6,000.00 15 PRTL JUNE 13 DEL 2,000.00 15 DEL AUG 13 CPR -10,000.00 16 PRTL FEB 13 DEL 1,000.00 16 PRTL JULY 13 DEL 1,000.00 16 PRTL JUNE 13 DEL 1,000.00 16 PRTL MAR 13 DEL 4,000.00 16 PRTL MAY 13 DEL 2,000.00 16 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 03/24/14 EST. NO.22 TIME 03:00 PM R.E. NAME: HSU, PAUL 11-2T1814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECD APR 13 DEL 4,000.00 16 RECD JAN 13 DEL 2,000.00 16 RECD SEPT 12 DEL 1,000.00 16 DEL SEPT 13 CPR -10,000.00 17 PRTL AUG 13 DEL 6,000.00 17 PRTL JULY 13 DEL 4,000.00 17 PRTL JUNE 13 DEL 1,000.00 17 RECD MARCH 13 DEL 1,000.00 17 DEL OCT 13 CPR -10,000.00 18 PRTL AUG 13 DEL 3,000.00 18 PRTL SEPT 13 DEL 5,000.00 18 RECD JULY 13 DEL 1,000.00 18 DEL NOV 13 CPR -10,000.00 19 PRTL OCT 13 DEL 5,000.00 19 PRTL SEP 13 DEL 4,000.00 19 RECD JUN 13 DEL 1,000.00 19 DEL DEC 13 CPR -10,000.00 20 PRTL NOV 13 DEL 5,000.00 20 RECD MAY 13 DEL 1,000.00 20 RECD SEPT 13 DEL 1,000.00 20 DEL JAN 14 CPR -10,000.00 21 PRTL DEC 13 DEL 9,000.00 21 PRTL NOV 13 DEL 4,000.00 21 PRTL OCT 13 DEL 4,000.00 21 RECD AUG 13DEL 1,000.00 21 RECD FEB 13 DEL 1,000.00 21 DEL FEB 14 CPR -10,000.00 22 PRTL JAN 14 DEL 9,000.00 22 -1,000.00 -15,000.00 OVERBID ITEMS OVERBID ITEM NO. 196 -946.00 03 OVERBID ITEM NO. 196 -473.00 04 OVERBID ITEM NO. 196 -378.40 06 OVERBID ITEM NO. 196 -94.60 13 0.00 -1,892.00 TOTAL DEDUCTIONS -11,684.00 -35,285.33 PROGRAM CAS145 PAGE 1 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 LOCATION PROGRESS ESTIMATE 11-SD-805-5.5/9.4 ----------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO CNTY, IN CHULA VISTA & P O BOX 50085 NATIONAL CITY ON RTE 54 AT RTE 805/ WATSONVILLE CA 950775085 54 SEP & ON RTE 805 FR 0.4 MI N OF PALOMAR ST OC TO 0.6 MI N OF RTE 805/54 SEPARATION FED. AID NO. N O N E CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.0000 2,000.00 0.000 0 002 TIME-RELATED OVERHEAD LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 003 TEMPORARY FENCE (TYPE ESA) LF 3.5000 10,780.00 2,000.000 7,000 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 005 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.900 3,600 PREVENTION PLAN 006 TEMPORARY FIBER ROLL LF 3.0000 37,500.00 2,979.000 8,937 007 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 77,000.00 10.000 70,000 008 TEMPORARY CHECK DAM LF 4.0000 27,760.00 603.000 2,412 009 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 2.000 1,000 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 31,500.00 69.000 10,350 011 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 012 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 50,000.0000 50,000.00 1.000 50,000 013 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 32,400.00 5,300.000 1,590.00 5,300.000 1,590 014 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 0.000 0 015 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 25.0000 500.00 0.000 0 017 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.200 15,000.00 1.000 75,000 018 TRAFFIC CONTROL SYSTEM LS 1,026,300.0000 1,026,300.00 1.000 1,026,300 019 TYPE III BARRICADE EA 100.0000 100.00 0.000 0 020 TRAFFIC PLASTIC DRUM EA 10.0000 2,300.00 273.000 2,730 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,000.0000 90,000.00 30.000 90,000 022 TEMPORARY RAILING (TYPE K) LF 4.0000 274,000.00 49,125.000 196,500 PROGRAM CAS145 PAGE 2 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ALTERNATIVE TEMPORARY CRASH CUSHION EA 2,500.0000 147,500.00 58.000 145,000 SYSTEM 024 NOISE MONITORING LS 2,000.0000 2,000.00 1.000 2,000 025 ABANDON CULVERT LF 20.0000 15,800.00 751.430 15,028 026 ABANDON INLET EA 800.0000 4,000.00 5.000 4,000 027 ABANDON IRRIGATION CROSSOVER EA 800.0000 15,200.00 4.000 3,200.00 19.000 15,200 028 REMOVE METAL BEAM GUARD RAILING LF 8.0000 11,120.00 237.500 1,900 029 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 266,700.00 175,220.000 122,654.00 267,258.160 187,080 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 28,000.00 4,528.000 3,622.40 31,388.440 25,110 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 7,080.00 455.000 1,820.00 1,267.000 5,068 032 UNCOVER SIGN PANEL EA 100.0000 3,400.00 5.000 500 033 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 10,550.00 1,735.100 8,675 034 REMOVE CULVERT LF 25.0000 5,500.00 217.000 5,425 035 REMOVE WATER METER EA 2,300.0000 2,300.00 1.000 2,300 036 REMOVE THRIE BEAM BARRIER LF 10.0000 5,900.00 589.000 5,890 037 REMOVE CONCRETE CURB AND SIDEWALK CY 120.0000 3,720.00 30.820 3,698 038 REMOVE CONCRETE BARRIER LF 8.0000 136,000.00 16,930.500 135,444 039 REMOVE CONCRETE BARRIER (TYPE K) LF 1.0000 2,580.00 2,580.000 2,580 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 30,000.0000 30,000.00 0.490 14,700.00 1.000 30,000 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 1.000 50,000 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 60,000.0000 60,000.00 1.000 60,000 043 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 0.000 0 044 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000 045 BRIDGE REMOVAL (PORTION), LOCATION F LS 60,000.0000 60,000.00 1.000 60,000 046 BRIDGE REMOVAL (PORTION), LOCATION G LS 50,000.0000 50,000.00 1.000 50,000 047 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000 048 DEVELOP WATER SUPPLY LS 50,000.0000 50,000.00 1.000 50,000 049 ROADWAY EXCAVATION CY 12.0000 733,200.00 61,003.300 732,039 PROGRAM CAS145 PAGE 3 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 051 STRUCTURE EXCAVATION (BRIDGE) CY 160.0000 291,360.00 1,821.000 291,360 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) CY 25.0000 351,575.00 14,062.900 351,572 (F) 053 STRUCTURE BACKFILL (BRIDGE) CY 50.0000 51,400.00 109.170 5,458.50 1,048.000 52,400 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) CY 12.0000 106,668.00 8,889.000 106,668 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING CY 24.0000 53,088.00 2,212.000 53,088 (F) WALL) 056 SAND BACKFILL CY 100.0000 7,100.00 8.950 895 057 DITCH EXCAVATION CY 5.0000 13,650.00 2,729.000 13,645 058 HIGHWAY PLANTING LS 45,000.0000 45,000.00 1.000 45,000.00 1.000 45,000 059 FIBER ROLLS LF 2.5000 11,800.00 5,148.000 12,870 060 CHECK DAM (EROSION CONTROL) LF 3.0000 4,740.00 1,580.000 4,740 061 DRAINAGE INLET PROTECTION EA 175.0000 1,925.00 9.000 1,575 (EROSION CONTROL) 062 COMPOST (INCORPORATE) SQYD 4.5000 5,670.00 1,260.000 5,670.00 1,260.000 5,670 063 PLANT ESTABLISHMENT WORK LS 30,000.0000 30,000.00 0.000 0 064 IRRIGATION SYSTEM LS 100,000.0000 100,000.00 0.265 26,500.00 0.983 98,300 065 WATER METER EA 9,850.0000 19,700.00 2.000 19,700 066 10" CORRUGATED HIGH DENSITY LF 24.0000 23,280.00 363.000 8,712.00 609.000 14,616 POLYETHYLENE PIPE CONDUIT 067 CLASS 2 AGGREGATE BASE CY 13.0000 362,700.00 27,279.890 354,638 068 AGGREGATE BASE (APPROACH SLAB) CY 275.0000 7,150.00 10.000 2,750 069 ASPHALTIC EMULSION (FOG SEAL COAT) TON 500.0000 2,500.00 6.970 3,485.00 6.970 3,485 070 HOT MIX ASPHALT (TYPE A) TON 85.0000 1,751,000.00 19,362.840 1,645,841 071 MINOR HOT MIX ASPHALT TON 150.0000 5,850.00 50.680 7,602 072 DATA CORE LS 1,500.0000 1,500.00 1.000 1,500 073 PLACE HOT MIX ASPHALT DIKE LF 4.5000 8,460.00 1,023.200 4,604 074 PLACE HOT MIX ASPHALT SQYD 200.0000 9,600.00 32.000 6,400 (MISCELLANEOUS AREA) 075 TACK COAT TON 500.0000 19,500.00 15.730 7,865 076 JOINTED PLAIN CONCRETE PAVEMENT CY 150.0000 2,850,000.00 16,689.410 2,503,411 PROGRAM CAS145 PAGE 4 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 SEAL PAVEMENT JOINT LF 1.5300 114,903.00 -293.000 -448.29 44,660.000 68,329 078 SEAL LONGITUDINAL ISOLATION JOINT LF 3.3700 93,349.00 2,303.300 7,762.12 29,752.300 100,265 079 CONCRETE PAVEMENT TRANSITION PANEL CY 200.0000 15,000.00 30.530 6,106 080 GRIND EXISTING CONCRETE SQYD 4.2500 206,125.00 40,490.780 172,085 PAVEMENT 081 FURNISH STEEL PILING (HP 10 X 57) LF 32.5000 32,500.00 1,117.370 36,314 082 DRIVE STEEL PILE (HP 10 X 57) EA 2,160.0000 47,520.00 22.000 47,520 083 FURNISH STEEL PILING (HP 14 X 89) LF 56.0000 566,720.00 11,492.440 643,576 084 DRIVE STEEL PILE (HP 14 X 89) EA 1,516.0000 372,936.00 242.000 366,872 085 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 99.2500 39,700.00 323.050 32,062 086 FURNISH PILING (CLASS 200) LF 62.6300 25,052.00 401.600 25,152 (ALTERNATIVE W) 087 DRIVE PILE (CLASS 200) EA 2,675.0000 32,100.00 12.000 32,100 (ALTERNATIVE W) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 280,000.0000 280,000.00 1.000 280,000 089 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 147,750.00 869.920 217,480 (F) 090 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 2,286,600.00 3,811.000 2,286,600 (F) 091 STRUCTURAL CONCRETE, JUNCTION CY 2,000.0000 70,000.00 32.100 64,200 (F) STRUCTURE 092 STRUCTURAL CONCRETE, RETAINING WALL CY 250.0000 1,047,000.00 4,188.000 1,047,000 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 450.0000 229,500.00 510.000 229,500 (F) (TYPE N) 094 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 233,100.00 261.890 235,701 (TYPE R) 095 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 403,110.00 429.300 386,370 (F) 096 PAVING NOTCH EXTENSION CF 250.0000 35,250.00 77.190 19,297 097 FRACTURED RIB TEXTURE SQFT 6.0000 303,732.00 50,622.010 303,732 (F) 098 DRILL AND BOND DOWEL LF 20.0000 5,120.00 226.000 4,520 099 JOINT SEAL (MR 1 1/2") LF 40.0000 10,720.00 278.500 11,140 100 JOINT SEAL (MR 2") LF 50.0000 18,000.00 366.500 18,325 101 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,127,248.00 1,147,641.000 1,147,641 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 425,430.00 283,620.000 425,430 (F) 103 BAR REINFORCING STEEL (EPOXY COATED) LB 1.0000 19,586.00 0.000 0 (F) (BRIDGE) PROGRAM CAS145 PAGE 5 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HEADED BAR REINFORCEMENT EA 62.0000 4,464.00 72.000 4,464 105 COLUMN CASING LB 3.5000 1,113,322.00 69,041.000 241,643.50 326,226.000 1,141,791 106 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 6.0000 113,364.00 18,500.000 111,000 (F) 107 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.7500 13,875.00 18,500.000 13,875 (F) 108 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 238,994.00 67,000.000 234,500 (F) 109 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 20,100.00 67,000.000 20,100 (F) 110 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 45,600.00 1,299.900 25,998.00 2,465.100 49,302 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 4,620.00 89.500 1,253.00 299.500 4,193 (0.063"-UNFRAMED) 112 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 8,550.00 416.000 6,240 (0.080"-UNFRAMED) 113 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 680.00 34.000 680.00 34.000 680 (0.080"-FRAMED) 114 36" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 400.0000 36,000.00 90.000 36,000 (SIGN FOUNDATION) 115 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 680.0000 53,040.00 78.000 53,040 (SIGN FOUNDATION) 116 METAL (RAIL MOUNTED SIGN) LB 16.0000 17,600.00 0.000 0 117 ROADSIDE SIGN ONE-POST EA 375.0000 750.00 1.000 375.00 2.000 750 (WEED CONTROL MAT RUBBER) 118 ROADSIDE SIGN - ONE POST EA 375.0000 2,250.00 5.000 1,875 119 ROADSIDE SIGN - TWO POST EA 700.0000 700.00 1.000 700.00 1.000 700 120 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,000.00 20.000 6,000 METHOD) 121 INSTALL SIGN PANEL ON EXISTING SIGN SQFT 8.0000 8,640.00 1,299.900 10,399.20 1,299.900 10,399 STRUCTURE 122 18" ALTERNATIVE PIPE CULVERT LF 55.0000 98,450.00 1,747.700 96,123 123 24" ALTERNATIVE PIPE CULVERT LF 65.0000 715,000.00 11,012.100 715,786 124 18" REINFORCED CONCRETE PIPE LF 60.0000 22,800.00 386.000 23,160 125 24" REINFORCED CONCRETE PIPE LF 80.0000 102,400.00 1,148.000 91,840 126 36" REINFORCED CONCRETE PIPE LF 40.0000 400.00 8.000 320 127 18" BITUMINOUS COATED PAVED INVERT LF 70.0000 11,900.00 0.000 0 CORRUGATED STEEL PIPE (.109" THICK) 128 24" STEEL CASING PIPE (0.375" THICK) LF 200.0000 8,800.00 46.000 9,200 129 18" BITUMINOUS COATED PAVED INVERT LF 40.0000 12,800.00 0.000 0 CORRUGATED STEEL PIPE DOWNDRAIN (.109" THICK) PROGRAM CAS145 PAGE 6 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 GRATED LINE DRAIN LF 90.0000 40,500.00 447.000 40,230 131 24" CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 3.000 3,000 132 36" REINFORCED CONCRETE PIPE RISER LF 300.0000 5,550.00 9.000 2,700 133 ROCK SLOPE PROTECTION CY 300.0000 3,000.00 9.400 2,820 (NO. 3, METHOD B) 134 SLOPE PAVING (MASONRY BLOCK) SQFT 15.0000 448,620.00 0.000 0 (F) 135 MINOR CONCRETE (DITCH LINING) CY 600.0000 10,200.00 16.800 10,080 136 ROCK SLOPE PROTECTION FABRIC SQFT 1.0000 420.00 414.000 414 137 MINOR CONCRETE (CURB AND SIDEWALK) CY 400.0000 12,400.00 18.540 7,416 138 MINOR CONCRETE (TEXTURED PAVING) SQFT 9.0000 53,640.00 0.000 0 139 MISCELLANEOUS IRON AND STEEL LB 1.0000 108,574.00 65,985.200 65,985 (F) 140 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 347,802.00 27,905.600 167,433 141 GUARD RAILING DELINEATOR EA 20.0000 180.00 0.000 0 142 METAL BEAM GUARD RAILING LF 18.5000 23,680.00 237.500 4,393 143 SINGLE THRIE BEAM BARRIER LF 20.0000 11,800.00 589.000 11,780.00 589.000 11,780 144 TRANSITION RAILING (TYPE WB) EA 2,950.0000 8,850.00 0.000 0 145 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,375.0000 2,375.00 0.000 0 146 CONCRETE BARRIER (TYPE 60) LF 48.0000 139,680.00 -53.000 -2,544.00 2,805.000 134,640 147 CONCRETE BARRIER (TYPE 60A) LF 62.0000 11,470.00 185.000 11,470 (F) 148 CONCRETE BARRIER (TYPE 60C) LF 92.0000 505,080.00 985.870 90,700.04 5,441.870 500,652 149 CONCRETE BARRIER (TYPE 60D) LF 20.0000 110,800.00 -230.000 -4,600.00 5,428.000 108,560 150 CONCRETE BARRIER (TYPE 60E) LF 280.0000 7,280.00 41.500 11,620 151 CONCRETE BARRIER (TYPE 60G) LF 73.0000 41,610.00 55.940 4,083.62 561.940 41,021 152 CONCRETE BARRIER (TYPE 60GA) LF 92.0000 98,532.00 8.000 736.00 1,071.000 98,532 (F) 153 CONCRETE BARRIER (TYPE 60GC) LF 99.0000 167,310.00 -990.990 -98,108.01 1,548.010 153,252 154 CONCRETE BARRIER LF 130.0000 36,660.00 -4.000 -520.00 282.000 36,660 (F) (TYPE 60GA MODIFIED) 155 CONCRETE BARRIER LF 108.0000 42,660.00 -8.000 -864.00 395.000 42,660 (F) (TYPE 60A MODIFIED) 156 CONCRETE BARRIER (TYPE 60R1) LF 259.0000 95,830.00 370.000 95,830 PROGRAM CAS145 PAGE 7 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CONCRETE BARRIER (TYPE 60R2) LF 251.0000 82,830.00 329.000 82,579 158 CONCRETE BARRIER (TYPE 60R3) LF 251.0000 52,710.00 -210.000 -52,710.00 210.000 52,710 159 CONCRETE BARRIER (TYPE 60R4) LF 270.0000 43,200.00 -52.000 -14,040.00 153.000 41,310 160 CONCRETE BARRIER (TYPE 736) LF 66.0000 304,260.00 215.500 14,223.00 4,621.000 304,986 161 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 86,640.00 102,312.000 24,554.88 176,717.000 42,412 162 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 12,080.00 4,556.000 3,644.80 56,179.000 44,943 163 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,680.00 2,207.000 882.80 11,640.000 4,656 (BROKEN 12-3) 164 THERMOPLASTIC PAVEMENT MARKING SQFT 2.8000 12,152.00 2,046.000 5,728.80 5,394.000 15,103 165 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 32,000.00 131,490.000 26,298.00 151,264.000 30,252 (BROKEN 36-12) 166 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 2,922.00 680.000 204.00 4,771.000 1,431 (BROKEN 17-7) 167 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 6,647.00 9,762.000 8,297.70 13,762.000 11,697 (BROKEN 36-12) 168 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1500 25,650.00 57,184.000 8,577.60 109,788.000 16,468 169 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 56,700.00 43,958.000 7,912.44 250,176.000 45,031 170 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,530.00 78.000 234.00 587.000 1,761 171 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 23,400.00 11,390.000 10,251.00 23,426.000 21,083 172 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.9000 67,280.00 7,843.000 22,744.70 16,682.000 48,377 173 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.500 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 174 LIGHTING (CITY STREET) LS 157,000.0000 157,000.00 0.262 41,134.00 1.000 157,000 175 LIGHTING AND SIGN ILLUMINATION LS 414,000.0000 414,000.00 0.009 3,726.00 1.000 414,000 176 INDUCTIVE LOOP DETECTOR (TEMPORARY) EA 900.0000 54,000.00 0.000 0 177 MODIFY TRAFFIC MONITORING STATION LS 21,000.0000 21,000.00 0.523 10,983.00 1.000 21,000 178 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 1.000 17,000.00 1.000 17,000 (LOCATION 1) 179 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 0.926 15,742.00 0.926 15,742 (LOCATION 2) 180 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 0.926 15,742.00 0.926 15,742 (LOCATION 3) 181 MICROWAVE VEHICLE DETECTION SYSTEM LS 17,000.0000 17,000.00 1.000 17,000.00 1.000 17,000 (LOCATION 4) 182 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 (LOCATION 1) 183 CLOSED CIRCUIT TELEVISION SYSTEM LS 26,000.0000 26,000.00 1.000 26,000 (LOCATION 2) PROGRAM CAS145 PAGE 8 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CLOSED CIRCUIT TELEVISION SYSTEM LS 24,000.0000 24,000.00 1.000 24,000 (LOCATION 3) 185 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 (LOCATION 4) 186 MODIFY RAMP METERING SYSTEM LS 26,000.0000 26,000.00 0.268 6,968.00 1.000 26,000 (LOCATION 1) 187 MODIFY RAMP METERING SYSTEM LS 31,000.0000 31,000.00 0.263 8,153.00 1.000 31,000 (LOCATION 2) 188 MODIFY RAMP METERING SYSTEM LS 14,000.0000 14,000.00 0.201 2,814.00 1.000 14,000 (LOCATION 3) 189 MODIFY RAMP METERING SYSTEM LS 11,000.0000 11,000.00 0.499 5,489.00 1.000 11,000 (LOCATION 4) 190 MODIFY RAMP METERING SYSTEM LS 28,000.0000 28,000.00 0.294 8,232.00 0.911 25,508 (LOCATION 5) 191 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.306 7,650.00 1.000 25,000 (LOCATION 6) 192 MODIFY WEIGH-IN-MOTION SYSTEM LS 27,000.0000 27,000.00 0.386 10,422.00 0.616 16,632 193 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 194 TEMPORARY CURB RAMP DETECTABLE WARNING SQYD 180.0000 1,440.00 6.650 1,197 SURFACE 195 ELECTROLIER/CONCRETE BARRIER LF 145.0000 60,900.00 416.000 60,320 (TYPE 60 GC) PROGRAM CAS145 PAGE 9 DATE 03/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T1814 TIME 03:00 PM ESTIMATE NO. 22 BID OPENING 04/05/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/14 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 784,296.80 24,493,313.21 ADJUSTMENT OF COMPENSATION 112,790.24 407,627.15 EXTRA WORK 241,554.30 3,010,790.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,138,641.34 27,911,730.86 196 MOBILIZATION LS 2,920,000.0000 2,920,000.00 1.000 2,920,000 ORIGINAL CONTRACT AMOUNT 29,181,080.00 TOTAL WORK COMPLETED 1,138,641.34 30,831,730.86 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -11,684.00 -35,285.33 TOTAL 1,126,957.34 30,796,445.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 196 MOBILIZATION 2,918,108.00 2,920,000.00 1,892.00 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 05/22/12 190 06/27/12 09/18/12 03/27/14 320 46 133 0 97% 99% PROGRESS IS SATISFACTORY DEFFERED TIME PER CCOS HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/14