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 03/24/15 EST. NO. 038 TIME 06:29 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 --------------------------------------------------------------------------- 001 0073 789.91 E.W. @ F.A.(+) 100814 Y 0708.0 012 0002 300,020.00 A.C. @ L.S.(+) 030415 N CO12.1 031 0042 15,000.00 E.W. @ F.A.(+) 030514 N CO#310 044 0066 2,250.35 E.W. @ F.A.(+) 020414 Y 0690.2 155 0001 127,480.00 A.C. @ L.S.(+) 030515 N CO1550 156 0001 8,500.00 A.C. @ L.S.(+) 030515 N CCO156 160 0001 52,000.00 A.C. @ L.S.(+) 030514 N CCO160 506,040.26 TOTAL THIS ESTIMATE 3,983,183.30 TOTAL PREVIOUS ESTIMATE 4,489,223.56 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 03/24/15 EST. NO. 038 TIME 06:29 AM R.E. NAME: MANGLO, PERPETUO 04-0A5354 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-CONFORMANCE JPCP -250,000.00 009 CORING DAMAGE TO STR -70,000.00 012 PCC NON-COMPLIANCE -2,130.80 013 PARTIAL RET-JPCP 150,000.00 014 PARTIAL RET-COR DAM 35,000.00 014 HMA PAY DEDUCTION -43,366.91 018 COR DAMAE RCB DS20X -38,552.18 024 PILE ANOMALIES -3,167.00 024 RETURN JPCP MOR DED 4,821.68 025 RETURN CORING DAMAGE 35,000.00 031 0.00 -182,395.21 LABOR COMPLIANCE VIOLATION NON-COMPLIANCE (CP) -10,000.00 020 RETURN LC DED 10,000.00 021 WAGE ISSUE (TE) -10,000.00 021 WAGE ISSUE RES (TE) 10,000.00 035 0.00 0.00 TOTAL DEDUCTIONS 0.00 -182,395.21 PROGRAM CAS145 PAGE 1 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 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 1.000 5,000 002 TIME-RELATED OVERHEAD LS 400,000.0000 400,000.00 1.000 400,000 003 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 1.000 50,000 006 HEALTH AND SAFETY PLAN LS 3,000.0000 3,000.00 1.000 3,000 007 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 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 16,377.000 39,304 010 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 9.000 28,800 012 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 21.000 10,500 015 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 1.000 40,000 017 RAIN EVENT ACTION PLAN EA 500.0000 49,000.00 25.000 12,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 019 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 1.000 15,000 021 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 0.900 112,500 022 TYPE III BARRICADE EA 150.0000 900.00 6.000 900 PROGRAM CAS145 PAGE 2 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 780.00 377.000 2,262 024 TEMPORARY TRAFFIC STRIPE (TAPE) LF 4.0000 6,440.00 1,885.000 7,540 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 35,650.00 135,204.000 67,602 026 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 2,800.00 49.000 1,715 027 TEMPORARY PAVEMENT MARKER EA 4.0000 20,520.00 6,719.000 26,876 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,000.0000 8,000.00 1.000 8,000 029 TEMPORARY RAILING (TYPE K) LF 7.0000 121,100.00 18,476.000 129,332 030 TEMPORARY CRASH CUSHION MODULE EA 125.0000 15,000.00 112.000 14,000 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 51,900.00 0.000 0 032 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 30,000.0000 30,000.00 1.000 30,000 033 ABANDON CULVERT EA 1,200.0000 1,200.00 1.000 1,200 034 OBLITERATE SURFACING SQYD 0.8000 11,120.00 16,774.000 13,419 035 REMOVE FENCE LF 3.0000 24,030.00 9,765.000 29,295 036 REMOVE METAL BEAM GUARD RAILING LF 8.0000 5,680.00 716.000 5,728 037 REMOVE FLARED END SECTION EA 200.0000 1,600.00 3.000 600 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 9,150.00 40,098.000 20,049 039 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 1,050.00 55.000 275 040 REMOVE PAVEMENT MARKER EA 1.0000 5,340.00 4,886.000 4,886 041 REMOVE ROADSIDE SIGN EA 100.0000 500.00 6.000 600 042 REMOVE SIGN STRUCTURE EA 5,500.0000 33,000.00 6.000 33,000 043 REMOVE POLE EA 350.0000 6,650.00 19.000 6,650 044 REMOVE CULVERT LF 23.0000 48,300.00 2,098.600 48,267 045 REMOVE UTILITY PIPELINE LS 35,000.0000 35,000.00 1.000 35,000 046 REMOVE INLET EA 750.0000 7,500.00 12.000 9,000 047 REMOVE HEADWALL EA 1,200.0000 1,200.00 1.000 1,200 048 REMOVE CONCRETE PAVEMENT SQYD 6.0000 43,800.00 6,405.100 38,430 049 RELOCATE ROADSIDE SIGN EA 150.0000 2,550.00 17.000 2,550 PROGRAM CAS145 PAGE 3 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 72,977.330 153,252 051 REMOVE CONCRETE CURB LF 4.5000 5,895.00 1,305.000 5,872 052 REMOVE CONCRETE (CHANNEL) CY 125.0000 6,875.00 52.000 6,500 053 REMOVE CONCRETE BARRIER LF 10.0000 13,100.00 1,305.000 13,050 054 CAP INLET EA 1,500.0000 1,500.00 1.000 1,500 055 REMOVE CRASH CUSHION EA 1,400.0000 2,800.00 2.000 2,800 056 CLEARING AND GRUBBING LS 60,000.0000 60,000.00 1.000 60,000 057 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000 058 ROADWAY EXCAVATION CY 12.0000 592,800.00 24,300.000 291,600.00 93,100.050 1,117,200 059 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 81,175.00 955.000 81,175 (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 47,400.000 2,370,000 (F) 067 SETTLEMENT MONITORING PROGRAM LS 25,000.0000 25,000.00 1.000 25,000 068 IMPORTED BORROW (CY) CY 0.5000 72,500.00 100,846.310 50,423 069 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 1.7000 70,550.00 33,134.000 56,327 070 HIGHWAY PLANTING LS 100,000.0000 100,000.00 1.000 100,000 071 IMPORTED TOPSOIL CY 34.0000 244,460.00 7,190.000 244,460 072 ROCK BLANKET SQYD 17.0000 15,980.00 844.910 14,363 073 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 34.0000 102,000.00 2,423.830 82,410 (SQYD) 074 BOULDERS TON 160.0000 16,000.00 100.000 16,000 075 EROSION CONTROL (COMPOST BLANKET) CY 33.0000 83,160.00 2,408.240 79,471 076 FIBER ROLLS LF 2.2000 62,920.00 24,948.000 54,885 PROGRAM CAS145 PAGE 4 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 7.000 3,500 078 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,400.0000 83,600.00 22.130 97,372 079 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 1.000 40,000 080 IRRIGATION SYSTEM LS 200,000.0000 200,000.00 1.000 200,000 081 IRRIGATION SLEEVE LF 15.0000 7,050.00 530.000 7,950 082 8" CORRUGATED HIGH DENSITY LF 18.0000 21,780.00 1,208.000 21,744 POLYETHYLENE PIPE CONDUIT 083 FINISHING ROADWAY LS 25,000.0000 25,000.00 1.000 25,000 084 LIME TON 175.0000 217,000.00 1,059.230 185,365 085 LIME STABILIZED SOIL SQYD 3.0000 114,600.00 22,785.000 68,355 086 CLASS 4 AGGREGATE SUBBASE CY 13.0000 522,600.00 43,190.280 561,473 087 CLASS 3 AGGREGATE BASE CY 58.0000 79,460.00 1,360.500 78,909 088 LEAN CONCRETE BASE CY 108.0000 2,095,200.00 18,432.920 1,990,755 089 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 22,817.670 1,848,231 091 HOT MIX ASPHALT (OPEN GRADED) TON 100.0000 447,000.00 5,662.350 566,235 092 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 107.0000 625,950.00 5,001.970 535,210 093 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 094 PLACE HOT MIX ASPHALT DIKE LF 3.5000 7,700.00 2,205.000 7,717 095 TACK COAT TON 1,100.0000 11,000.00 34.805 38,285 096 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 13,987.940 2,587,768 098 CONCRETE PAVEMENT (WEIGH-IN-MOTION) CY 250.0000 87,500.00 0.000 0 099 SEAL PAVEMENT JOINT LF 2.5000 46,500.00 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 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,189.000 875,600 (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 1,415.000 566,000 (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 363,000.00 330.000 363,000 (F) 111 MINOR CONCRETE (BACKFILL) CY 150.0000 24,000.00 210.500 31,575 112 FRACTURED RIB TEXTURE SQFT 2.0000 83,816.00 41,908.000 83,816 (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 17,605.00 577.000 20,195 117 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 999,524.00 249,881.000 999,524 (F) 122 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 124,940.50 249,881.000 124,940 (F) 123 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 20.0000 55,800.00 2,720.000 54,400 124 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 1,760.00 87.800 1,756 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 21,780.00 1,238.700 22,296 (0.063"-FRAMED) 126 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 900.0000 450,000.00 505.780 455,202 (SIGN FOUNDATION) 127 ROADSIDE SIGN - ONE POST EA 220.0000 8,580.00 38.000 8,360 128 ROADSIDE SIGN - TWO POST EA 700.0000 12,600.00 19.000 13,300 129 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 2,125.00 18.000 2,250 METHOD) 130 INSTALL SIGN OVERLAY SQFT 50.0000 350.00 6.900 345 PROGRAM CAS145 PAGE 6 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,942.100 100,989 133 24" ALTERNATIVE PIPE CULVERT LF 75.0000 47,250.00 657.900 49,342 134 30" ALTERNATIVE PIPE CULVERT LF 75.0000 119,250.00 1,570.400 117,780 135 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 13,500.00 461.000 23,050 145 18" ANCHOR ASSEMBLY EA 350.0000 1,400.00 4.000 1,400 146 GRATED LINE DRAIN LF 68.0000 217,600.00 3,200.000 217,600 147 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 3.000 1,200 151 24" ALTERNATIVE FLARED END SECTION EA 500.0000 6,000.00 13.000 6,500 152 30" ALTERNATIVE FLARED END SECTION EA 850.0000 5,950.00 6.000 5,100 153 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 17.000 1,700 PROGRAM CAS145 PAGE 7 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 33,000.00 345.960 34,596 (NO. 2, METHOD B) 158 ROCK SLOPE PROTECTION FABRIC SQYD 3.5000 4,270.00 1,024.130 3,584 159 MINOR CONCRETE (CURB) LF 13.0000 112,190.00 8,921.000 115,973 160 MINOR CONCRETE (ISLAND PAVING) SQYD 55.0000 78,650.00 1,301.420 71,578 161 MINOR CONCRETE (SIDEWALK) SQYD 30.0000 29,100.00 1,062.300 31,869 162 MINOR CONCRETE (TEXTURED PAVING) SQYD 65.0000 68,900.00 1,016.210 66,053 163 MISCELLANEOUS IRON AND STEEL LB 1.5000 38,416.50 25,611.000 38,416 (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 8,448.000 48,153 167 DECORATIVE FENCE LF 17.0000 35,360.00 2,040.000 34,680 168 36" DECORATIVE FENCE GATE EA 800.0000 1,600.00 2.000 1,600 169 SURVEY MONUMENT EA 750.0000 7,500.00 10.000 7,500 170 DELINEATOR (CLASS 1) EA 35.0000 10,150.00 303.000 10,605 171 MILEPOST MARKER EA 50.0000 850.00 17.000 850 172 OBJECT MARKER EA 35.0000 2,450.00 65.000 2,275 173 METAL BEAM GUARD RAILING (WOOD POST) LF 18.0000 12,060.00 912.500 16,425 174 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 9.000 27,000 178 TRANSITION RAILING (TYPE DTB) EA 4,000.0000 8,000.00 2.000 8,000 179 END CAP EA 300.0000 3,300.00 13.000 3,900 180 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 9,800.00 16.000 11,200 181 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 1.000 3,000 182 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 50,400.00 22.000 52,800 PROGRAM CAS145 PAGE 8 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,544.000 67,936 184 CONCRETE BARRIER (TYPE 60C) LF 110.0000 124,300.00 1,108.000 121,880 185 CONCRETE BARRIER (TYPE 60E MOD) LF 30.0000 4,500.00 157.000 4,710 186 CONCRETE BARRIER (TYPE 60GE MOD) LF 310.0000 49,600.00 161.000 49,910 187 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 64.0000 240,512.00 3,758.000 240,512 (F) 188 CONCRETE BARRIER (TYPE 60R MOD) LF 100.0000 9,600.00 102.000 10,200 189 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 56,250.000 33,750 192 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,630.00 6,883.000 6,883 193 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,100.00 5,037.000 5,037 (BROKEN 12-3) 194 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 31,160.00 8,463.330 33,853 195 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,365.00 2,423.000 1,211 (BROKEN 12-3) 196 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 13,400.00 55,021.000 13,755 (BROKEN 36-12) 197 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 420.00 471.000 471 (BROKEN 17-7) 198 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.0000 13,290.00 3,955.000 11,865 199 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 11,080.00 2,795.000 11,180 200 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 201 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 1.000 40,000 (LOCATION 1) 202 LIGHTING AND SIGN ILLUMINATION LS 110,000.0000 110,000.00 1.000 110,000 (LOCATION 2) 203 LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000 (LOCATION 3) 204 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000 (LOCATION 4) 205 LIGHTING AND SIGN ILLUMINATION LS 15,000.0000 15,000.00 1.000 15,000 (LOCATION 5) 206 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 30,000.0000 30,000.00 1.000 30,000 207 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000 208 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 1.000 70,000 209 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 1.000 60,000 PROGRAM CAS145 PAGE 9 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.720 18,000 211 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 100,000.0000 100,000.00 0.000 0 212 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 2,500.00 1.000 2,500 WIRELESS MODEM ASSEMBLY 213 GUARD POST EA 1,500.0000 48,000.00 36.000 54,000 214 BUILDING WORK LS 16,200,000.0000 16,200,000.00 0.993 16,086,600 PROGRAM CAS145 PAGE 10 DATE 03/24/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0A5354 TIME 06:29 AM ESTIMATE NO. 038 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 03/20/15 R.E. NAME: MANGLO, PERPETUO DATE OF THIS ESTIMATE 03/24/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 291,600.00 41,491,729.27 ADJUSTMENT OF COMPENSATION 488,000.00 1,552,266.19 EXTRA WORK 18,040.26 2,936,957.37 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 797,640.26 45,980,952.83 215 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 797,640.26 49,480,952.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -182,395.21 TOTAL 797,640.26 49,298,557.62 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 03/20/15 419 197 90 0 99% 82% PROGRESS IS SATISFACTORY MANGLO, PERPETUO RESIDENT ENGINEER PROGRAM CAS145 DATE 03/24/15