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 04/22/16 EST. NO. 029 TIME 01:48 PM R.E. NAME: CORBITT, JARED 11-056324 --------------------------------------------------------------------------- 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 0233 924.86 E.W. @ F.A.(+) 081315 N 0737.0 0235 1,133.57 081715 N 0739.0 0236 1,306.76 081815 N 0740.0 0237 1,133.57 081815 N 0741.0 0238 1,012.00 072815 N 0746.0 0244 510.32 092315 N 0766.0 013 0042 256.44 E.W. @ F.A.(+) 010816 N 0842.0 0043 1,205.28 011116 N 0843.0 0044 299.18 011216 N 0844.0 020 0001 42,547.00 A.C. @ L.S.(+) 012016 N 0020.1 045 0004 2,561.63 E.W. @ F.A.(+) 032015 N 0786.0 063 0001 1,443.05 E.W. @ F.A.(+) 101915 N 0792.0 0002 412.50 091115 N 0818.0 0004 8,498.55 091715 N 0820.0 0005 4,333.50 091815 N 0821.0 0006 4,880.39 092215 N 0822.0 0007 3,756.11 092315 N 0823.0 0008 2,698.98 092415 N 0824.0 0009 4,944.83 092515 N 0825.0 0010 4,765.42 092815 N 0826.0 0011 4,058.65 092915 N 0827.0 0012 677.82 093015 N 0828.0 0013 601.08 100115 N 0829.0 0014 713.82 100215 N 0830.0 0015 1,079.95 100515 N 0831.0 0016 940.54 100615 N 0832.0 0017 4,155.83 100815 N 0833.0 0018 2,249.23 100915 N 0834.0 0019 3,397.81 101215 N 0835.0 0020 3,880.08 101315 N 0836.0 0021 5,261.11 101415 N 0837.0 0022 3,647.22 101515 N 0838.0 0023 2,721.69 101615 N 0839.0 066 0002 3,073.25 E.W. @ F.A.(+) 093015 N 0840.0 068 0015 6,906.90 E.W. @ F.A.(+) 112415 N 0787.0 079 0001 108,700.00 E.W. @ L.S.(+) 031616 N 1 0 080 0001 -39,768.94 A.C. @ L.S.(-) 031616 N 2 0 200,919.98 TOTAL THIS ESTIMATE 2,193,708.28 TOTAL PREVIOUS ESTIMATE 2,394,628.26 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 04/22/16 EST. NO. 029 TIME 01:48 PM R.E. NAME: CORBITT, JARED 11-056324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PRFM WTHLD 25% EST -24,544.00 001 REIMBURSE OF WITHHOL 24,544.00 002 FAILED TEST 01 -715.91 006 FAILED TEST 02 -650.10 009 CLASS II OUT OF CC -3,000.00 012 RESTAKING CHARGES -420.00 012 JPCP BADKER ROD -263.70 015 FAILED COMPACT. TEST -715.91 018 HMA FAIL VERIFICATIO -3,000.00 018 CLASS IV COMPACTION -715.91 021 HMA VERIF FAILURE -3,000.00 022 LIQDAMAGE11DAYS@10.5 -115,500.00 028 PERFORMANCE DEDUCT -4,948.45 028 0.00 -132,929.98 LABOR COMPLIANCE VIOLATION DEL DEC 13 CPR -3,000.00 002 DEL JAN 14 CPR -5,000.00 003 PRTL DEC 13 DEL 2,000.00 003 PRTL JAN 14 DEL 3,000.00 004 DEL MAR 14 CPR -3,000.00 005 RECD DEC 13 DEL 1,000.00 005 RECD JAN 14 DEL 2,000.00 005 DEL APR 14 CPR -1,000.00 006 RECD MAR 14 DEL 3,000.00 006 DEL MAY 14 CPR -5,000.00 007 RECD APR 14 DEL 1,000.00 007 DEL JUNE 14 CPR -3,000.00 008 RECD MAY 14 DEL 5,000.00 008 DEL JULY 14 CPR -9,000.00 009 RECD JUNE 14 DEL 3,000.00 009 DEL AUG 14 CPR -9,000.00 010 PRTL JUL 14 DEL 6,000.00 010 DEL SEPT 14 CPR -6,000.00 011 PRTL AUG 14 DEL 8,000.00 011 PRTL JULY 14 DEL 2,000.00 011 DEL OCT 14 CPR -5,000.00 012 RECD AUG 14 DEL 1,000.00 012 RECD JULY 14 DEL 1,000.00 012 RECD SEPT 14 DEL 6,000.00 012 DEL NOV 14 CPR -4,000.00 013 PRTL OCT 14 DEL 2,000.00 013 DEL DEC 14 CPR -3,000.00 014 PRTL OCT 14 DEL 1,000.00 014 DEL JAN 2015 CPR -3,000.00 015 PRTL NOV 2014 DEL 3,000.00 015 PRTL OCT 2014 DEL 1,000.00 015 RECD DEC 2014 DEL 3,000.00 015 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 04/22/16 EST. NO. 029 TIME 01:48 PM R.E. NAME: CORBITT, JARED 11-056324 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- DEL FEB 2015 CPR -9,000.00 016 RECD JAN 2015 DEL 3,000.00 016 DEL MAR 15 CPR -3,000.00 017 PRTL FEB 15 DEL 8,000.00 017 DEL APR 15 CPR -5,000.00 018 RECD MAR 15 DEL 3,000.00 018 DEL MAY 15 CPR -3,000.00 019 PRTL APR 15 DEL 4,000.00 019 DEL JUNE 15 CPR -6,000.00 021 PRTL MAY 15 DEL 2,000.00 021 RECD APR 15 DEL 1,000.00 021 RECD FEB 15 DEL 1,000.00 021 RECD NOV 14 DEL 1,000.00 021 RECD OCT 14 DEL 1,000.00 021 DEL JUL 15 CPR -6,000.00 022 PRTL JUN 15 DEL 4,000.00 022 RECD MAY 15 DEL 1,000.00 022 DEL AUG 15 CPR -3,000.00 023 PRTL JULY 15 DEL 2,000.00 023 PRTL JUNE 15 DEL 1,000.00 023 DEL SEPT 15 CPR -6,000.00 024 PRTL JULY 15 DEL 2,000.00 024 RECD AUG 15 DEL 3,000.00 024 DEL OCT 15 CPR -4,000.00 025 PRTL JULY 15 DEL 1,000.00 025 PRTL SEPT 15 DEL 4,000.00 025 RECD JUNE 15 DEL 1,000.00 025 DEL NOV 2015 CPR -4,000.00 026 PRTL OCT 2015 DEL 3,000.00 026 DEL DEC 15 CPR -3,000.00 027 RECD NOV 15 DEL 4,000.00 027 RECD OCT 15 DEL 1,000.00 027 RECD SEPT 15 DEL 2,000.00 027 DEL JAN 16 CPR -2,000.00 028 RECD DEC 15 DEL 3,000.00 028 RECD JULY 15 DEL 1,000.00 028 RECD JAN 16 DEL 2,000.00 029 2,000.00 0.00 TOTAL DEDUCTIONS 2,000.00 -132,929.98 PROGRAM CAS145 PAGE 1 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 LOCATION RERUN PROGRESS ESTIMATE 11-SD-11-0.0/1.6 ----------------------- COFFMAN SPECIALTIES INC IN SAN DIEGO COUNTY IN AND NEAR SAN 9685 VIA EXCELENCIA STE 200 DIEGO ON RTE 11 FROM RTE 11/905 SAN DIEGO CA 92126 SEP TO ENRICO FERMI AND ON RTE 905 FROM 0.1 M EAST OF LA MEDIA RD UC TO 0.2 MILE WEST OF AIRWAY RD UC FED. AID NO. N O N E CONSTRUCT FREEWAY TO FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.850 8,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,300.0000 1,518,000.00 476.000 1,570,800 004 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000 005 TRAFFIC CONTROL SYSTEM LS 85,000.0000 85,000.00 1.000 85,000 006 TYPE III BARRICADE EA 55.0000 3,465.00 29.000 1,595 007 BARRICADE (LEFT IN PLACE) EA 100.0000 4,400.00 4.000 400 008 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,770.00 149.000 4,470.00 149.000 4,470 (LEFT IN PLACE) 009 TRAFFIC PLASTIC DRUM EA 40.0000 3,120.00 103.000 4,120 010 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 20,000.00 4.000 20,000 011 TEMPORARY RAILING (TYPE K) LF 20.0000 230,000.00 11,120.000 222,400 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,000.0000 25,000.00 5.000 25,000 SYSTEM 013 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 1.000 75,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 21,500.00 2.000 1,000.00 28.000 14,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,500.0000 19,500.00 7.000 10,500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000.00 3.000 6,000 018 MOVE-IN/MOVE-OUT EA 685.0000 4,110.00 6.000 4,110 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQFT 0.0700 279,300.00 1,322,196.000 92,553 (BONDED FIBER MATRIX) 020 TEMPORARY CHECK DAM LF 4.5000 14,625.00 3,129.000 14,080 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 36,000.00 26.000 5,200 022 TEMPORARY FIBER ROLL LF 2.8000 288,400.00 100,212.000 280,593 PROGRAM CAS145 PAGE 2 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 22,500.00 8.000 20,000 024 STREET SWEEPING LS 55,000.0000 55,000.00 1.000 55,000 025 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 1.000 35,000 026 TREATED WOOD WASTE LB 0.3000 3,720.00 1,467.000 440.10 13,820.500 4,146 027 ABANDON CULVERT (LF) LF 5.0000 8,900.00 1,459.900 7,299 028 ABANDON INLET EA 650.0000 1,300.00 2.000 1,300 029 ABANDON 10" SEWER LF 4.0000 3,840.00 958.000 3,832 030 ABANDON 12" SEWER LF 4.0000 2,800.00 700.000 2,800 031 ABANDON SEWER MANHOLE EA 1,000.0000 5,000.00 6.000 6,000 032 OBLITERATE SURFACING SQYD 3.0000 14,430.00 4,967.490 14,902 033 REMOVE FENCE LF 8.0000 27,200.00 5,044.000 40,352 034 REMOVE GATE EA 1,000.0000 5,000.00 5.000 5,000 035 REMOVE METAL BEAM GUARD RAILING LF 10.0000 21,000.00 2,137.500 21,375 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.5500 18,535.00 3,488.000 1,918.40 43,728.000 24,050 037 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 8.0000 336.00 126.000 1,008 038 REMOVE ROADSIDE SIGN EA 150.0000 450.00 3.000 450 039 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 10,000.00 2.000 10,000 040 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 1,550.00 327.860 1,639 041 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 042 REMOVE CULVERT (LF) LF 25.0000 35,250.00 6.900 172.50 1,398.100 34,952 043 REMOVE SEWER MANHOLE EA 4,500.0000 4,500.00 1.000 4,500 044 REMOVE SEWER PIPE LF 50.0000 3,050.00 61.000 3,050 045 REMOVE ASPHALT CONCRETE SURFACING SQYD 2.0000 17,720.00 8,852.940 17,705 046 REMOVE BOLLARD EA 250.0000 1,250.00 5.000 1,250 047 RELOCATE IRRIGATION FACILITIES EA 10,000.0000 10,000.00 0.000 0 048 RELOCATE ROADSIDE SIGN EA 250.0000 250.00 1.000 250 049 MODIFY SIGN STRUCTURE EA 3,500.0000 3,500.00 1.000 3,500 PROGRAM CAS145 PAGE 3 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (LF) LF 45.0000 2,925.00 64.000 2,880 051 REMOVE CONCRETE (CY) CY 60.0000 143,400.00 2,342.930 140,575 052 REMOVE ROCK SLOPE PROTECTION CY 20.0000 49,400.00 2,095.330 41,906 053 REMOVE GUARD HOUSE LS 5,000.0000 5,000.00 1.000 5,000 054 SAND BACKFILL CY 95.0000 17,100.00 306.900 29,155 055 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 056 DEVELOP WATER SUPPLY LS 250,000.0000 250,000.00 1.000 250,000 057 ROADWAY EXCAVATION CY 3.5000 3,850,000.00 1,246,487.200 4,362,705 058 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 331,500.00 6,630.000 331,500 (F) 059 STRUCTURE BACKFILL (BRIDGE) CY 100.0000 645,500.00 6,455.000 645,500 (F) 060 SLURRY CEMENT BACKFILL CY 100.0000 4,400.00 43.200 4,320 061 DITCH EXCAVATION CY 12.0000 56,880.00 3,862.950 46,355 062 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 063 ROADSIDE CLEARING LS 100,000.0000 100,000.00 1.000 100,000 064 NATIVE SOD SQFT 1.8500 91,390.00 45,704.000 84,552 065 PLANT ESTABLISHMENT WORK LS 62,900.0000 62,900.00 0.170 10,693 066 TRUCK WATERING LS 66,000.0000 66,000.00 0.170 11,220 067 4" SUPPLY LINE (BRIDGE) LF 140.0000 33,600.00 240.000 33,600 (F) 068 10" CORRUGATED HIGH DENSITY LF 200.0000 138,000.00 862.100 172,420 POLYETHYLENE PIPE CONDUIT 069 EXTEND 10" CONDUIT LF 300.0000 3,600.00 12.000 3,600 070 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 685.0000 2,740.00 4.000 2,740 071 CHECK DAM LF 4.6500 790.50 170.000 790 072 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1700 411,400.00 2,051,994.500 348,839 (SQFT) 073 COMPOST SOCK LF 4.8000 466,080.00 118,054.000 566,659 074 COMPOST SQFT 0.0800 197,600.00 2,031,595.000 162,527 075 INCORPORATE MATERIALS SQFT 0.0600 148,200.00 2,031,595.500 121,895 076 CLASS 4 AGGREGATE SUBBASE CY 20.0000 776,000.00 37,421.122 748,422 PROGRAM CAS145 PAGE 4 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 5 AGGREGATE SUBBASE CY 2.0000 1,170,000.00 613,810.700 1,227,621 078 CLASS 2 AGGREGATE BASE (CY) CY 27.5000 940,500.00 33,190.856 912,748 079 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,000.0000 7,000.00 0.000 0 080 HOT MIX ASPHALT TON 73.0000 1,846,900.00 25,508.720 1,862,136 081 MINOR HOT MIX ASPHALT TON 90.0000 33,300.00 308.940 27,804 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3500 972.00 1,177.160 1,589 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 18,090.00 15,991.690 21,588 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 2,389.50 1,737.520 2,345 085 PLACE HOT MIX ASPHALT SQYD 20.0000 104,600.00 4,909.000 98,180 (MISCELLANEOUS AREA) 086 TACK COAT TON 1,000.0000 33,000.00 0.912 912.00 2.303 2,303 087 JOINTED PLAIN CONCRETE PAVEMENT CY 135.0000 3,240,000.00 23,126.508 3,122,078 088 SEAL PAVEMENT JOINT LF 1.5000 133,650.00 65,979.340 98,969 089 SEAL ISOLATION JOINT LF 6.0000 39,060.00 5,465.440 32,792 090 MECHANICALLY STABILIZED EMBANKMENT, SQFT 55.0000 1,743,830.00 31,706.000 1,743,830 (F) LOCATION A 091 MECHANICALLY STABILIZED EMBANKMENT, SQFT 55.0000 1,306,965.00 23,763.000 1,306,965 (F) LOCATION B 092 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 249,000.00 249.000 249,000 093 FURNISH PILING (CLASS 200) LF 61.0000 211,853.00 3,473.200 211,865 (ALTERNATIVE W) (MODIFIED) 094 DRIVE PILE (CLASS 200) EA 1,400.0000 140,000.00 100.000 140,000 (ALTERNATIVE W) (MODIFIED) 095 60" CAST-IN-DRILLED-HOLE CONCRETE LF 720.0000 180,000.00 227.000 163,440 PILE (SIGN FOUNDATION) 096 PRESTRESSING CAST-IN-PLACE CONCRETE LS 475,000.0000 475,000.00 1.000 475,000 097 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 366,750.00 1,467.000 366,750 (F) 098 STRUCTURAL CONCRETE, BRIDGE CY 450.0000 3,348,900.00 7,442.000 3,348,900 (F) 099 STRUCTURAL CONCRETE, BARRIER SLAB CY 300.0000 462,000.00 1,540.000 462,000 (F) 100 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 381,500.00 763.000 381,500 (F) (TYPE N) 101 STRUCTURAL CONCRETE, BOX CULVERT CY 400.0000 2,600,400.00 6,501.000 2,600,400 (F) 102 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 1,059,000.00 810.280 1,215,420 (F) 103 FRACTURED RIB TEXTURE SQFT 15.0000 42,885.00 2,859.000 42,885 (F) PROGRAM CAS145 PAGE 5 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FRACTURED RIB TEXTURE (MODIFIED) SQFT 15.0000 32,655.00 2,177.000 32,655 (F) 105 JOINT SEAL (MR 1") LF 50.0000 11,500.00 230.000 11,500 106 JOINT SEAL ASSEMBLY (MR 5") LF 890.0000 71,200.00 80.000 71,200 107 JOINT SEAL (MR 2") LF 110.0000 49,280.00 425.920 46,851 108 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 1,658,276.10 1,842,529.000 1,658,276 (F) 109 BAR REINFORCING STEEL (BOX CULVERT) LB 0.8000 1,041,694.40 1,308,748.000 1,046,998 (F) 110 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 598,500.00 185,120.000 647,920 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 42,750.00 185,120.000 46,280 (F) 112 INSTALL SIGN PANEL ON EXISTING STRUCTURE SQFT 6.0000 4,380.00 729.000 4,374 113 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 40.0000 101,200.00 2,620.000 104,800 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 4,410.00 302.110 6,344 (0.063"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 5,720.00 273.500 6,017 (0.080"-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,925.00 77.000 1,925 (0.063"-FRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 2,430.00 89.250 2,409 (0.080"-FRAMED) 118 ROADSIDE SIGN - ONE POST EA 450.0000 2,250.00 5.000 2,250 (WEED CONTROL MAT RUBBER) 119 ROADSIDE SIGN - ONE POST EA 325.0000 8,775.00 37.000 12,025 120 ROADSIDE SIGN - TWO POST EA 850.0000 2,550.00 3.000 2,550 121 SIGN POST SUPPORT SYSTEM EA 2,200.0000 8,800.00 4.000 8,800 122 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 250.00 2.000 250 METHOD) 123 6" ALTERNATIVE PIPE CULVERT LF 105.0000 1,050.00 0.000 0 124 18" ALTERNATIVE PIPE CULVERT LF 45.0000 96,750.00 2,525.000 113,625 125 24" ALTERNATIVE PIPE CULVERT LF 70.0000 509,600.00 7,489.000 524,230 126 36" ALTERNATIVE PIPE CULVERT LF 120.0000 174,000.00 1,458.000 174,960 127 24" REINFORCED CONCRETE PIPE LF 90.0000 198,900.00 2,186.000 196,740 128 36" REINFORCED CONCRETE PIPE LF 155.0000 798,250.00 5,056.000 783,680 129 36" REINFORCED CONCRETE PIPE DOWNDRAIN LF 145.0000 12,615.00 88.000 12,760 130 48" REINFORCED CONCRETE PIPE LF 260.0000 387,400.00 1,252.000 325,520 PROGRAM CAS145 PAGE 6 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 54" REINFORCED CONCRETE PIPE LF 375.0000 423,750.00 1,130.000 423,750 132 66" REINFORCED CONCRETE PIPE LF 500.0000 75,000.00 150.000 75,000 133 MODIFIED 84" REINFORCED CONCRETE PIPE LF 1,200.0000 1,392,000.00 1,160.000 1,392,000 134 3" PLASTIC PIPE (APPROACH SLAB DRAIN) LF 16.0000 1,600.00 968.500 15,496 135 24" CONCRETE FLARED END SECTION EA 710.0000 2,840.00 4.000 2,840 136 36" CONCRETE FLARED END SECTION EA 900.0000 4,500.00 4.000 3,600 137 36" REINFORCED CONCRETE PIPE RISER LF 135.0000 40,500.00 298.940 40,356 138 ROCK SLOPE PROTECTION CY 30.0000 35,700.00 960.460 28,813 (1/4 T, METHOD B) (CY) 139 ROCK SLOPE PROTECTION CY 65.5100 47,167.20 653.520 42,812 (FACING, METHOD B) (CY) 140 CONCRETE (DITCH LINING) CY 375.0000 210,000.00 557.564 209,086 141 CONCRETE (CHANNEL LINING) CY 375.0000 363,750.00 1,008.159 378,059 142 CONCRETE (CONCRETE APRON) CY 400.0000 52,000.00 124.910 49,964 143 SLOPE PAVING (ROCK COBBLE) SQFT 23.0000 443,946.00 26,856.000 617,688 (F) 144 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5000 2,325.00 1,491.710 2,237 145 MINOR CONCRETE (MISCELLANEOUS CY 450.0000 175,500.00 15.650 7,042.50 315.820 142,119 CONSTRUCTION) 146 MINOR CONCRETE (TEXTURED PAVING) SQYD 60.0000 155,400.00 3.480 208.80 2,034.240 122,054 147 MISCELLANEOUS IRON AND STEEL LB 1.5000 138,708.00 99,354.000 149,031 (F) 148 ISOLATION CASING LB 1.0000 13,670.00 13,670.000 13,670 (F) 149 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 58,506.00 9,751.000 58,506 (F) 150 18" WELDED STEEL PIPE CASING LF 320.0000 92,800.00 290.000 92,800 151 20" WELDED STEEL PIPE CASING LF 340.0000 170,000.00 500.000 170,000 152 10" POLYVINYL CHLORIDE SEWER PIPE LF 75.0000 56,250.00 750.000 56,250 153 10" POLYVINYL CHLORIDE SEWER PIPE LF 150.0000 48,000.00 314.970 47,245 (FUSION) 154 12" POLYVINYL CHLORIDE SEWER PIPE LF 125.0000 86,250.00 690.000 86,250 155 15" POLYVINYL CHLORIDE SEWER PIPE LF 170.0000 10,370.00 61.000 10,370 156 SEWER MANHOLE (DEPTH<15') EA 8,500.0000 42,500.00 5.000 42,500 157 SEWER MANHOLE (DEPTH>15') EA 14,500.0000 58,000.00 4.000 58,000 PROGRAM CAS145 PAGE 7 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 LOCKING MANHOLE COVER (CAST IRON) EA 960.0000 2,880.00 3.000 2,880 159 LOCKING MANHOLE COVER (COMPOSITE) EA 1,100.0000 6,600.00 6.000 6,600 160 SEWER FLOW DIVERSION LS 15,000.0000 15,000.00 1.000 15,000 161 CATHODIC PROTECTION SYSTEM EA 1,500.0000 6,000.00 4.000 6,000 162 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 18,500.00 2,413.000 24,130 163 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 15.0000 118,800.00 10,546.000 158,190 164 STEEL PIPE GATE EA 3,900.0000 7,800.00 2.000 7,800 165 4' CHAIN LINK GATE (TYPE CL-6) EA 890.0000 890.00 1.000 890 166 6' CHAIN LINK GATE EA 700.0000 12,600.00 20.000 14,000 (TYPE CL-6, VINYL CLAD) 167 10' CHAIN LINK GATE (TYPE CL-6) EA 880.0000 1,760.00 2.000 1,760 168 DELINEATOR (CLASS 1) EA 20.0000 4,000.00 204.000 4,080 169 MILEPOST MARKER EA 60.0000 600.00 2.000 120 170 GUARD RAILING DELINEATOR EA 25.0000 5,000.00 148.000 3,700 171 OBJECT MARKER EA 85.0000 510.00 0.000 0 172 METAL BEAM GUARD RAILING LF 24.0000 50,400.00 2,287.500 54,900 173 CONCRETE BARRIER (TYPE K) LF 35.0000 23,800.00 680.000 23,800.00 680.000 23,800 174 BOLLARD EA 200.0000 1,000.00 3.000 600 175 SINGLE THRIE BEAM BARRIER LF 32.0000 61,120.00 2,112.500 67,600 176 DOUBLE THRIE BEAM BARRIER LF 45.0000 38,250.00 850.000 38,250 177 CABLE RAILING LF 16.5000 21,615.00 1,822.500 30,071 178 TRANSITION RAILING (TYPE WB) EA 3,475.0000 24,325.00 7.000 24,325 179 END ANCHOR ASSEMBLY (TYPE SFT) EA 735.0000 8,820.00 12.000 8,820 180 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 2,900.00 4.000 11,600 181 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,590.0000 36,260.00 12.000 31,080 182 CONCRETE BARRIER (TYPE 60F) LF 435.0000 14,355.00 0.000 0 183 CONCRETE BARRIER (TYPE 60) LF 33.0000 225,390.00 6,827.690 225,313 184 CONCRETE BARRIER (TYPE 60A) LF 110.0000 18,920.00 172.000 18,920 (F) PROGRAM CAS145 PAGE 8 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60SC) LF 130.0000 40,300.00 0.000 0 186 CONCRETE BARRIER (TYPE 60 MOD) LF 260.0000 9,360.00 37.070 9,638 187 CONCRETE BARRIER (TYPE 736) LF 75.0000 315,975.00 4,213.000 315,975 (F) 188 CONCRETE BARRIER (TYPE 742) LF 65.0000 91,715.00 1,411.000 91,715 (F) 189 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,280.00 2,425.000 9,700.00 2,425.000 9,700 (ENHANCED WET NIGHT VISIBILITY) 190 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2400 3,432.00 44,196.000 10,607.04 55,671.000 13,361 191 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3000 12,780.00 54,567.000 16,370 192 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 16,590.00 168.000 504 193 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 12,950.00 29,096.000 10,183.60 29,096.000 10,183 (ENHANCED WET NIGHT VISIBILITY) 194 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,550.00 6,563.000 6,563.00 6,563.000 6,563 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 195 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 5,202.00 12,077.000 4,106.18 12,077.000 4,106 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 196 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,860.00 6,424.000 6,424.00 6,424.000 6,424 (ENHANCED WET NIGHT VISIBILITY) 197 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 1,092.00 471.000 565.20 471.000 565 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 198 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 13,840.00 2,709.000 10,836.00 5,381.000 21,524 199 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2000 7,040.00 2,155.000 6,896.00 3,394.000 10,860 200 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.846 846.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 201 LIGHTING (PARKING LOT) LS 25,000.0000 25,000.00 1.000 25,000 202 LIGHTING AND SIGN ILLUMINATION LS 630,000.0000 630,000.00 0.961 605,430 203 SPRINKLER CONTROL CONDUIT (BRIDGE) (LF) LF 13.0000 3,250.00 250.000 3,250 204 ELECTRIC SERVICE (IRRIGATION) LS 1,185.0000 1,185.00 1.000 1,185 205 TRAFFIC MONITORING STATION (LOCATION 1) LS 40,000.0000 40,000.00 0.065 2,600.00 1.000 40,000 206 TRAFFIC MONITORING STATION (LOCATION 2) LS 32,750.0000 32,750.00 0.013 425.75 1.000 32,750 207 CLOSED CIRCUIT TELEVISION SYSTEM LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 208 RAMP METERING SYSTEM LS 37,000.0000 37,000.00 1.000 37,000 209 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 TEMPORARY CRASH CUSHION MODULE EA 200.0000 19,600.00 102.000 20,400 211 EMBANKMENT CY 0.2500 262,500.00 937,966.590 234,491 212 HEADED BAR REINFORCEMENT EA 20.0000 1,600.00 80.000 1,600 (F) PROGRAM CAS145 PAGE 10 DATE 04/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-056324 TIME 01:48 PM ESTIMATE NO. 029 BID OPENING 09/05/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/16 R.E. NAME: CORBITT, JARED DATE OF THIS ESTIMATE 04/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 111,717.07 45,010,625.54 ADJUSTMENT OF COMPENSATION 2,778.06 904,441.56 EXTRA WORK 198,141.92 1,490,186.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 312,637.05 47,405,253.80 213 MOBILIZATION LS 4,962,190.3000 4,962,190.30 1.000 4,962,190 ORIGINAL CONTRACT AMOUNT 49,685,000.00 TOTAL WORK COMPLETED 312,637.05 52,367,444.10 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 2,000.00 -132,929.98 TOTAL 314,637.05 52,234,514.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 10/22/13 710 12/16/13 12/16/13 04/20/16 526 43 20 5 100% 71% PROGRESS IS SATISFACTORY CORBITT, JARED RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/16