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 04/22/13 EST. NO.14 TIME 08:54 AM R.E. NAME: MANGLO, PERPETUO 04-0A5354 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 030 0008 4,742.02 E.W. @ F.A.(+) 110112 Y 0291.0 0011 9,476.37 103012 Y 0288.0 0013 2,577.31 102212 Y 0445.0 039 0001 46,271.54 E.W. @ L.S.(+) 102212 N 896 0 043 0002 627.15 A.C. @ L.S.(+) 040113 N 876 0 044 0006 2,463.26 E.W. @ F.A.(+) 092012 Y 0208.0 0044 558.57 120612 Y 0322.0 049 0001 141,361.54 A.C. @ L.S.(+) 083012 N 999 0 059 0001 13,247.78 E.W. @ L.S.(+) 091012 N 895 0 060 0001 26,726.83 E.W. @ L.S.(+) 120712 N 998 0 061 0001 2,749.25 A.C. @ L.S.(+) 102612 N 894 0 062 0001 21,013.53 E.W. @ L.S.(+) 102412 N 893 0 063 0001 5,492.53 E.W. @ L.S.(+) 112612 N 898 0 064 0001 39,858.35 E.W. @ L.S.(+) 121012 N 877 0 072 0001 5,107.81 E.W. @ L.S.(+) 110212 N 992 0 073 0001 3,232.93 E.W. @ L.S.(+) 092712 N 892 0 074 0001 4,073.96 E.W. @ L.S.(+) 100512 N 891 0 075 0001 5,074.83 A.C. @ L.S.(+) 102412 N 890 0 076 0001 10,570.70 E.W. @ L.S.(+) 102412 N 889100 078 0001 7,548.16 A.C. @ L.S.(+) 101512 N 888 0 079 0001 1,955.63 A.C. @ L.S.(+) 120512 N 887 0 081 0001 2,364.80 A.C. @ L.S.(+) 121412 N 886 0 082 0001 15,208.20 E.W. @ L.S.(+) 010813 N 996 0 083 0001 2,480.98 A.C. @ L.S.(+) 121112 N 993 0 085 0001 7,822.87 E.W. @ L.S.(+) 122812 N 997 0 091 0001 2,825.12 A.C. @ L.S.(+) 021213 N 990 0 093 0001 2,097.90 E.W. @ L.S.(+) 022513 N 885 0 094 0001 2,040.00 E.W. @ L.S.(+) 121212 N 884 0 095 0001 3,110.73 A.C. @ L.S.(+) 012513 N 883 0 097 0001 1,953.86 E.W. @ L.S.(+) 122612 N 881 0 098 0001 12,049.44 A.C. @ L.S.(+) 012213 N 995 0 099 0001 4,848.47 E.W. @ L.S.(+) 010713 N 880 0 100 0001 2,059.45 E.W. @ L.S.(+) 020413 N 879 0 101 0001 1,118.39 E.W. @ L.S.(+) 012513 N 994 0 102 0001 12,485.56 E.W. @ L.S.(+) 010213 N 899 0 104 0001 22,257.19 A.C. @ L.S.(+) 012813 N 897 0 105 0001 2,808.33 A.C. @ L.S.(+) 122712 N 878 0 452,261.34 TOTAL THIS ESTIMATE 521,162.44 TOTAL PREVIOUS ESTIMATE 973,423.78 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 04/22/13 EST. NO.14 TIME 08:54 AM R.E. NAME: MANGLO, PERPETUO 04-0A5354 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-CONFORMANCE JPCP -250,000.00 09 CORING DAMAGE TO STR -70,000.00 12 PCC NON-COMPLIANCE -2,130.80 13 PARTIAL RET-JPCP 150,000.00 14 PARTIAL RET-COR DAM 35,000.00 14 185,000.00 -137,130.80 TOTAL DEDUCTIONS 185,000.00 -137,130.80 PROGRAM CAS145 PAGE 1 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 LOCATION PROGRESS ESTIMATE 04-SOL-80-14.3/14.4 ----------------- OC JONES & SONS, INC. IN SOLANO COUNTY IN FAIRFIELD ON 1520 FOURTH STREET ROUTE 12 FROM 80/12 EAST JUNCTION BERKELEY, CA 94710 TO 0.2 MILE WEST OF CHADBOURNE ROAD UNDERCROSSING AND ROUTE 80 AT VARIOUS LOCATIONS FED. AID NO. ACNH-X095(23)E CONSTRUCT BR & RW, RECONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,750 002 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 0.023 9,200.00 0.908 363,200 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 5,700.00 0.000 0 004 TEMPORARY FENCE (TYPE ESA) LF 3.5000 9,905.00 2,950.000 10,325 005 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.023 1,150.00 0.865 43,250 006 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 0.750 2,250 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 0.023 69.00 0.903 2,709 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.8000 26,124.00 3,547.000 9,931 009 TEMPORARY SILT FENCE LF 2.4000 27,120.00 16,357.000 39,256 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 25,000.00 10.000 25,000 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 12,800.00 5.000 16,000 012 TEMPORARY COVER SQYD 4.5000 9,000.00 3,999.220 17,996 013 MOVE-IN/MOVE-OUT EA 1,200.0000 1,200.00 5.000 6,000 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,500.00 17.000 8,500 015 TEMPORARY DRAINAGE BYPASS SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 (RAINES DRAIN) 016 STREET SWEEPING LS 40,000.0000 40,000.00 0.023 920.00 0.865 34,600 017 RAIN EVENT ACTION PLAN EA 500.0000 49,000.00 1.000 500.00 18.000 9,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 420.0000 23,100.00 1.000 420 020 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.750 11,250 021 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.050 6,250.00 0.110 13,750 022 TYPE III BARRICADE EA 150.0000 900.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 6.0000 780.00 322.000 1,932.00 377.000 2,262 024 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 6,440.00 0.000 0 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 35,650.00 41,601.000 20,800.50 69,229.000 34,614 026 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,800.00 10.000 350.00 14.000 490 027 TEMPORARY PAVEMENT MARKER EA 4.0000 20,520.00 2,842.000 11,368.00 4,881.000 19,524 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 0.100 800.00 0.160 1,280 029 TEMPORARY RAILING (TYPE K) LF 7.0000 121,100.00 5,500.000 38,500.00 13,580.000 95,060 030 TEMPORARY CRASH CUSHION MODULE EA 125.0000 15,000.00 28.000 3,500.00 42.000 5,250 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 51,900.00 0.000 0 032 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 30,000.0000 30,000.00 0.842 25,260 033 ABANDON CULVERT EA 1,200.0000 1,200.00 1.000 1,200 034 OBLITERATE SURFACING SQYD 0.8000 11,120.00 0.000 0 035 REMOVE FENCE LF 3.0000 24,030.00 9,765.000 29,295 036 REMOVE METAL BEAM GUARD RAILING LF 8.0000 5,680.00 395.000 3,160 037 REMOVE FLARED END SECTION EA 200.0000 1,600.00 2.000 400 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 9,150.00 10,806.000 5,403.00 17,226.000 8,613 039 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 1,050.00 55.000 275 040 REMOVE PAVEMENT MARKER EA 1.0000 5,340.00 1,753.000 1,753.00 3,619.000 3,619 041 REMOVE ROADSIDE SIGN EA 100.0000 500.00 2.000 200 042 REMOVE SIGN STRUCTURE EA 5,500.0000 33,000.00 1.000 5,500 043 REMOVE POLE EA 350.0000 6,650.00 0.000 0 044 REMOVE CULVERT LF 23.0000 48,300.00 139.200 3,201 045 REMOVE UTILITY PIPELINE LS 35,000.0000 35,000.00 1.000 35,000 046 REMOVE INLET EA 750.0000 7,500.00 0.000 0 047 REMOVE HEADWALL EA 1,200.0000 1,200.00 1.000 1,200 048 REMOVE CONCRETE PAVEMENT SQYD 6.0000 43,800.00 0.000 0 049 RELOCATE ROADSIDE SIGN EA 150.0000 2,550.00 9.000 1,350.00 9.000 1,350 PROGRAM CAS145 PAGE 3 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 100,380.00 1,042.000 2,188 051 REMOVE CONCRETE CURB LF 4.5000 5,895.00 0.000 0 052 REMOVE CONCRETE (CHANNEL) CY 125.0000 6,875.00 52.000 6,500 053 REMOVE CONCRETE BARRIER LF 10.0000 13,100.00 0.000 0 054 CAP INLET EA 1,500.0000 1,500.00 0.000 0 055 REMOVE CRASH CUSHION EA 1,400.0000 2,800.00 0.000 0 056 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 0.950 57,000 057 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 0.756 18,900 058 ROADWAY EXCAVATION CY 12.0000 592,800.00 45,800.000 549,600 059 ROADWAY EXCAVATION (TYPE Y-1) CY 8.5000 12,240.00 1,411.100 11,994 (AERIALLY DEPOSITED LEAD) 060 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 1.000 3,000 061 STRUCTURE EXCAVATION (BRIDGE) CY 19.0000 40,945.00 2,155.000 40,945 (F) 062 STRUCTURE EXCAVATION (RETAINING WALL) CY 40.0000 8,600.00 215.000 8,600 (F) 063 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 81,175.00 952.000 80,920 (F) 064 STRUCTURE BACKFILL (RETAINING WALL) CY 65.0000 37,700.00 580.000 37,700 (F) 065 SAND BACKFILL CY 170.0000 11,900.00 64.300 10,931 066 EARTH RETAINING STRUCTURE SQFT 50.0000 2,370,000.00 42,660.000 2,133,000 (F) 067 SETTLEMENT MONITORING PROGRAM LS 25,000.0000 25,000.00 0.900 22,500 068 IMPORTED BORROW (CY) CY 0.5000 72,500.00 100,137.000 50,068 069 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.7000 70,550.00 22,350.000 37,995 070 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0 071 IMPORTED TOPSOIL CY 34.0000 244,460.00 4,328.000 147,152 072 ROCK BLANKET SQYD 17.0000 15,980.00 304.130 5,170.21 521.580 8,866 073 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 34.0000 102,000.00 0.000 0 (SQYD) 074 BOULDERS TON 160.0000 16,000.00 67.000 10,720.00 100.000 16,000 075 EROSION CONTROL (COMPOST BLANKET) CY 33.0000 83,160.00 40.000 1,320.00 1,387.000 45,771 076 FIBER ROLLS LF 2.2000 62,920.00 16,402.000 36,084 PROGRAM CAS145 PAGE 4 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 5,000.00 1.000 500.00 3.000 1,500 078 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,400.0000 83,600.00 2.000 8,800.00 11.470 50,468 079 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 080 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 0.550 110,000.00 0.900 180,000 081 IRRIGATION SLEEVE LF 15.0000 7,050.00 60.000 900.00 530.000 7,950 082 8" CORRUGATED HIGH DENSITY LF 18.0000 21,780.00 1,077.000 19,386 POLYETHYLENE PIPE CONDUIT 083 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.500 12,500 084 LIME TON 175.0000 217,000.00 884.160 154,728 085 LIME STABILIZED SOIL SQYD 3.0000 114,600.00 19,000.000 57,000 086 CLASS 4 AGGREGATE SUBBASE CY 13.0000 522,600.00 36,830.470 478,796 087 CLASS 3 AGGREGATE BASE CY 58.0000 79,460.00 1,260.500 73,109 088 LEAN CONCRETE BASE CY 108.0000 2,095,200.00 11.670 1,260.36 15,054.920 1,625,931 089 ASPHALT TREATED PERMEABLE BASE CY 150.0000 97,500.00 602.990 90,448 090 HOT MIX ASPHALT TON 81.0000 1,611,900.00 136.040 11,019.24 14,242.800 1,153,666 091 HOT MIX ASPHALT (OPEN GRADED) TON 100.0000 447,000.00 0.000 0 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 107.0000 625,950.00 1,057.910 113,196 093 DATA CORE LS 5,000.0000 5,000.00 0.600 3,000 094 PLACE HOT MIX ASPHALT DIKE LF 3.5000 7,700.00 0.000 0 095 TACK COAT TON 1,100.0000 11,000.00 2.030 2,233 096 CONCRETE PAVEMENT CY 130.0000 1,391,000.00 10,670.200 1,387,126 097 JOINTED PLAIN CONCRETE PAVEMENT CY 185.0000 2,460,500.00 63.480 11,743.80 12,591.050 2,329,344 098 CONCRETE PAVEMENT (WEIGH-IN-MOTION) CY 250.0000 87,500.00 0.000 0 099 SEAL PAVEMENT JOINT LF 2.5000 46,500.00 367.000 917.50 79,703.750 199,259 100 FURNISH PILING (CLASS 90) LF 17.0000 61,115.00 3,593.500 61,089 (ALTERNATIVE X) 101 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,400.0000 95,200.00 68.000 95,200 102 VIBRATION MONITORING LS 10,000.0000 10,000.00 1.000 10,000 103 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 260.0000 327,340.00 1,259.000 327,340 (F) PROGRAM CAS145 PAGE 5 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, BRIDGE CY 400.0000 875,600.00 147.000 58,800.00 2,179.000 871,600 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 100,650.00 183.000 100,650 (F) 106 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 566,000.00 1,403.000 561,200 (F) 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 65,250.00 87.000 65,250 (F) (TYPE N) 108 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 186,750.00 249.000 186,750 (F) (TYPE N MODIFIED) 109 STRUCTURAL CONCRETE CY 900.0000 162,000.00 180.000 162,000 (BOX CULVERT/WINGWALL) 110 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 363,000.00 6.300 6,930.00 301.125 331,237 (F) 111 MINOR CONCRETE (BACKFILL) CY 150.0000 24,000.00 167.100 25,065 112 FRACTURED RIB TEXTURE SQFT 2.0000 83,816.00 1,285.000 2,570.00 41,473.000 82,946 (F) 113 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,000.0000 78,000.00 6.000 78,000 GIRDER (70'-80') 114 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 15,000.00 6.000 15,000 (F) GIRDER 115 JOINT SEAL (MR 1/2") LF 40.0000 3,200.00 74.000 2,960 116 JOINT SEAL (TYPE AL) LF 35.0000 17,605.00 468.000 16,380.00 468.000 16,380 117 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 699,440.00 874,300.000 699,440 (F) 118 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 39,960.00 33,300.000 39,960 (F) 119 BAR REINFORCING STEEL LB 1.2000 48,840.00 40,640.000 48,768 (BOX CULVERT/WINGWALL) 120 SHOTCRETE CY 1,400.0000 11,200.00 8.000 11,200 (F) 121 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.0000 999,524.00 134,149.000 536,596 (F) 122 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 124,940.50 18,609.000 9,304.50 18,609.000 9,304 (F) 123 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 55,800.00 0.000 0 124 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 1,760.00 0.000 0 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 21,780.00 0.000 0 (0.063"-FRAMED) 126 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 450,000.00 273.000 245,700.00 273.000 245,700 (SIGN FOUNDATION) 127 ROADSIDE SIGN - ONE POST EA 220.0000 8,580.00 0.000 0 128 ROADSIDE SIGN - TWO POST EA 700.0000 12,600.00 2.000 1,400.00 2.000 1,400 129 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 2,125.00 0.000 0 METHOD) 130 INSTALL SIGN OVERLAY SQFT 50.0000 350.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 12" ALTERNATIVE PIPE CULVERT LF 40.0000 2,200.00 51.500 2,060 132 18" ALTERNATIVE PIPE CULVERT LF 52.0000 109,200.00 1,889.200 98,238 133 24" ALTERNATIVE PIPE CULVERT LF 75.0000 47,250.00 635.900 47,692 134 30" ALTERNATIVE PIPE CULVERT LF 75.0000 119,250.00 1,363.800 102,285 135 36" ALTERNATIVE PIPE CULVERT LF 80.0000 62,400.00 771.100 61,688 136 42" ALTERNATIVE PIPE CULVERT LF 200.0000 8,000.00 34.000 6,800 137 48" ALTERNATIVE PIPE CULVERT LF 120.0000 78,000.00 641.400 76,968 138 18" ALTERNATIVE SLOTTED PIPE LF 105.0000 38,850.00 361.600 37,968 139 66" REINFORCED CONCRETE PIPE LF 320.0000 19,200.00 56.400 18,048 140 42" BITUMINOUS COATED CORRUGATED STEEL LF 150.0000 18,000.00 111.600 16,740 PIPE (.079" THICK) (2 2/3" X 1/2" HELICAL CORRUGATIONS) 141 48" BITUMINOUS COATED CORRUGATED STEEL LF 170.0000 20,400.00 117.000 19,890 PIPE (.079" THICK) (2 2/3" X 1/2" HELICAL CORRUGATIONS) 142 18" BITUMINOUS COATED PAVED INVERT LF 80.0000 5,600.00 70.200 5,616 CORRUGATED STEEL PIPE (.064" THICK) (2 2/3" X 1/2" HELICAL CORRUGATIONS) 143 3" PLASTIC PIPE (EDGE DRAIN) LF 11.0000 42,130.00 3,762.000 41,382 144 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 50.0000 13,500.00 379.000 18,950 145 18" ANCHOR ASSEMBLY EA 350.0000 1,400.00 4.000 1,400 146 GRATED LINE DRAIN LF 68.0000 217,600.00 2,920.000 198,560 147 12" WELDED STEEL PIPE CASING (BRIDGE) LF 80.0000 12,000.00 150.000 12,000 148 12" WELDED STEEL PIPE (.250" THICK) LF 130.0000 5,850.00 43.800 5,694 149 18" WELDED STEEL PIPE (.375" THICK) LF 180.0000 5,400.00 3.000 540 150 18" ALTERNATIVE FLARED END SECTION EA 400.0000 2,400.00 2.000 800 151 24" ALTERNATIVE FLARED END SECTION EA 500.0000 6,000.00 9.000 4,500 152 30" ALTERNATIVE FLARED END SECTION EA 850.0000 5,950.00 3.000 2,550 153 36" ALTERNATIVE FLARED END SECTION EA 900.0000 1,800.00 2.000 1,800 154 42" ALTERNATIVE FLARED END SECTION EA 1,400.0000 1,400.00 1.000 1,400 155 SIDEWALK DRAIN LF 100.0000 1,700.00 12.000 1,200 PROGRAM CAS145 PAGE 7 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROCK SLOPE PROTECTION CY 160.0000 25,600.00 153.000 24,480 (1/4T, METHOD B) 157 ROCK SLOPE PROTECTION CY 100.0000 33,000.00 273.360 27,336 (NO. 2, METHOD B) 158 ROCK SLOPE PROTECTION FABRIC SQYD 3.5000 4,270.00 737.760 2,582 159 MINOR CONCRETE (CURB) LF 13.0000 112,190.00 8,012.000 104,156 160 MINOR CONCRETE (ISLAND PAVING) SQYD 55.0000 78,650.00 1,138.830 62,635 161 MINOR CONCRETE (SIDEWALK) SQYD 30.0000 29,100.00 970.000 29,100 162 MINOR CONCRETE (TEXTURED PAVING) SQYD 65.0000 68,900.00 250.070 16,254.55 794.040 51,612 163 MISCELLANEOUS IRON AND STEEL LB 1.5000 38,416.50 15,957.000 23,935 (F) 164 MISCELLANEOUS METAL (BRIDGE) LB 10.0000 22,200.00 2,220.000 22,200 (F) 165 BRIDGE DECK DRAINAGE SYSTEM LB 20.0000 14,900.00 745.000 14,900 (F) 166 FENCE (TYPE WM, METAL POST) LF 5.7000 48,678.00 4,721.000 26,909 167 DECORATIVE FENCE LF 17.0000 35,360.00 743.000 12,631.00 1,783.000 30,311 168 36" DECORATIVE FENCE GATE EA 800.0000 1,600.00 0.000 0 169 SURVEY MONUMENT EA 750.0000 7,500.00 0.000 0 170 DELINEATOR (CLASS 1) EA 35.0000 10,150.00 0.000 0 171 MILEPOST MARKER EA 50.0000 850.00 0.000 0 172 OBJECT MARKER EA 35.0000 2,450.00 0.000 0 173 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 12,060.00 112.500 2,025.00 112.500 2,025 174 CHAIN LINK RAILING (TYPE 7) LF 55.0000 8,470.00 154.000 8,470 (F) 175 CABLE RAILING LF 22.0000 4,972.00 226.000 4,972 (F) 176 CABLE RAILING (MODIFIED) LF 28.0000 3,640.00 130.000 3,640 (F) 177 TRANSITION RAILING (TYPE WB) EA 3,000.0000 27,000.00 4.000 12,000.00 4.000 12,000 178 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 8,000.00 0.000 0 179 END CAP EA 300.0000 3,300.00 5.000 1,500.00 5.000 1,500 180 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 9,800.00 3.000 2,100.00 3.000 2,100 181 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000.00 1.000 3,000 182 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 50,400.00 5.000 12,000.00 5.000 12,000 PROGRAM CAS145 PAGE 8 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 183 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 44.0000 56,936.00 990.000 43,560.00 990.000 43,560 184 CONCRETE BARRIER (TYPE 60C) LF 110.0000 124,300.00 40.000 4,400.00 923.000 101,530 185 CONCRETE BARRIER (TYPE 60E MOD) LF 30.0000 4,500.00 0.000 0 186 CONCRETE BARRIER (TYPE 60GE MOD) LF 310.0000 49,600.00 0.000 0 187 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 64.0000 240,512.00 496.000 31,744.00 3,586.000 229,504 (F) 188 CONCRETE BARRIER (TYPE 60R MOD) LF 100.0000 9,600.00 0.000 0 189 CONCRETE BARRIER (TYPE 736) LF 315.0000 8,505.00 27.000 8,505 (F) 190 CONCRETE BARRIER (TYPE 742B MOD) LF 200.0000 76,000.00 378.000 75,600 191 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 32,640.00 0.000 0 192 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,630.00 0.000 0 193 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,100.00 0.000 0 (BROKEN 12-3) 194 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 31,160.00 0.000 0 195 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,365.00 0.000 0 (BROKEN 12-3) 196 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 13,400.00 0.000 0 (BROKEN 36-12) 197 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 420.00 0.000 0 (BROKEN 17-7) 198 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 13,290.00 0.000 0 199 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 11,080.00 0.000 0 200 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 201 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 0.075 3,000 (LOCATION 1) 202 LIGHTING AND SIGN ILLUMINATION LS 110,000.0000 110,000.00 0.108 11,880.00 0.873 96,030 (LOCATION 2) 203 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 0.723 180,750 (LOCATION 3) 204 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 0.073 29,200.00 0.634 253,600 (LOCATION 4) 205 LIGHTING AND SIGN ILLUMINATION LS 15,000.0000 15,000.00 0.000 0 (LOCATION 5) 206 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 0.000 0 207 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.021 1,050.00 0.102 5,100 208 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.130 9,100.00 0.649 45,430 209 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 0.214 12,840.00 0.425 25,500 PROGRAM CAS145 PAGE 9 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 25,000.0000 25,000.00 0.630 15,750.00 0.630 15,750 211 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 100,000.0000 100,000.00 0.024 2,400 212 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 2,500.00 0.000 0 WIRELESS MODEM ASSEMBLY 213 GUARD POST EA 1,500.0000 48,000.00 0.000 0 214 BUILDING WORK LS 16,200,000.0000 16,200,000.00 0.030 486,000.00 0.927 15,017,400 PROGRAM CAS145 PAGE 10 DATE 04/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 08:54 AM ESTIMATE NO. 14 BID OPENING 12/14/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/13 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 04/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,314,315.66 34,127,633.08 ADJUSTMENT OF COMPENSATION 207,213.15 279,917.52 EXTRA WORK 245,048.19 693,506.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,766,577.00 35,101,056.86 215 MOBILIZATION LS 3,500,000.0000 3,500,000.00 1.000 3,500,000 ORIGINAL CONTRACT AMOUNT 44,373,429.00 TOTAL WORK COMPLETED 1,766,577.00 38,601,056.86 MATERIALS ON HAND ON SITE 262,304.24 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 185,000.00 -137,130.80 TOTAL 1,951,577.00 38,726,230.30 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 02/13/12 420 05/14/12 05/14/12 06/12/14 136 96 0 0 84% 32% PROGRESS IS SATISFACTORY MANGLO, PERPETUO RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/13