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 11/21/16 EST. NO. 012 TIME 10:40 AM R.E. NAME: FOSTER, DALLIA 06-2HT114 --------------------------------------------------------------------------- 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 0176 1,957.95 E.W. @ F.A.(+) 081216 Y 0279.0 003 0002 9,776.14 E.W. @ L.S.(+) 111816 N 2 0 006 0045 1,509.71 E.W. @ F.A.(+) 062316 Y 0293.0 0046 1,182.92 050416 Y 0164.0 0047 8,280.64 080116 Y 0257.0 0049 1,641.62 080316 Y 0259.0 0050 1,908.34 080516 Y 0260.0 0054 3,268.49 081716 Y 0283.0 0055 3,974.29 082416 Y 0296.0 0056 1,745.52 082916 Y 0297.0 0057 856.31 011316 Y 0142.0 0059 375.83 012116 Y 0144.0 0060 308.25 012216 Y 0145.0 0061 560.39 070516 Y 0299.0 0066 3,130.02 082216 Y 247937 0067 2,647.19 012616 Y 0324.0 0068 1,354.50 012716 Y 0325.0 0069 2,994.81 012716 Y 0326.0 0070 3,185.07 012816 Y 0327.0 011 0002 -2,438.90 A.C. @ U.P.(-) 111916 N 2 0 024 0002 8,190.09 A.C. @ L.S.(+) 111816 N 257229 025 0002 14,108.28 A.C. @ L.S.(+) 111816 N 1 0 026 0001 -2,778.37 A.C. @ L.S.(-) 111816 N 1 0 67,739.09 TOTAL THIS ESTIMATE 1,833,155.09 TOTAL PREVIOUS ESTIMATE 1,900,894.18 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 11/21/16 EST. NO. 012 TIME 10:40 AM R.E. NAME: FOSTER, DALLIA 06-2HT114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CBA DOCS -10,000.00 009 LATE CLSR 8-23-15-16 -16,601.00 010 0.00 -26,601.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 004 MISSING PAYROLLS -5,000.00 005 MISSING PAYROLLS -5,000.00 006 REC'D PAYROLLS 5,000.00 007 REC'D PAYROLLS 5,000.00 007 REC'D PAYROLLS EST06 5,000.00 008 0.00 0.00 TOTAL DEDUCTIONS 0.00 -26,601.00 PROGRAM CAS145 PAGE 1 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 LOCATION PROGRESS ESTIMATE 06-FRE-99-23.5/26.7 ----------------- GRANITE CONSTRUCTION COMPANY IN FRESNO COUNTY FROM 0.2 PO BOX 50085 MILES NORTH OF O IVE AVENUE OC TO WATSONVILLE CA 95077 0.2 MILES NORTH OF ASHLAN AVE OC FED. AID NO. N O N E REALIGNMENT FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,300.0000 4,300.00 1.000 4,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 17,000.0000 17,000.00 0.750 12,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,300.0000 2,931,500.00 4.000 57,200.00 205.000 2,931,500 004 TABLET COMPUTERS EA 1,800.0000 18,000.00 10.000 18,000 005 CONSTRUCTION AREA SIGNS LS 17,700.0000 17,700.00 0.890 15,753 006 TRAFFIC CONTROL SYSTEM LS 620,000.0000 620,000.00 0.980 607,600 007 TYPE III BARRICADE EA 125.0000 7,750.00 67.000 8,375 008 CHANNELIZER (SURFACE MOUNTED) EA 63.0000 5,355.00 155.000 9,765 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 57,000.0000 57,000.00 0.980 55,860 010 TEMPORARY RAILING (TYPE K) LF 15.0000 133,200.00 9,580.000 143,700 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 16,800.00 88.000 17,600 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,400.0000 13,600.00 4.000 13,600 SYSTEM 013 TEMPORARY TRAFFIC SCREEN LF 4.5000 36,720.00 1,120.000 5,040.00 6,790.000 30,555 014 JOB SITE MANAGEMENT LS 90,000.0000 90,000.00 0.980 88,200 015 PREPARE STORM WATER POLLUTION PREVENTION LS 6,000.0000 6,000.00 0.750 4,500 PLAN 016 STORM WATER ANNUAL REPORT EA 900.0000 1,800.00 1.000 900 017 MOVE-IN/MOVE-OUT EA 660.0000 3,960.00 1.000 660 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 1.1300 16,950.00 4,840.000 5,469.20 4,840.000 5,469 (BONDED FIBER MATRIX) 019 TEMPORARY SOIL BINDER SQYD 0.3500 5,250.00 0.000 0 020 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 25,000.00 40.000 10,000 021 TEMPORARY FIBER ROLL LF 5.5000 11,000.00 2,400.000 13,200 022 TEMPORARY SILT FENCE LF 6.0000 6,000.00 741.000 4,446 PROGRAM CAS145 PAGE 2 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 7,700.0000 38,500.00 0.500 3,850.00 5.000 38,500 024 STREET SWEEPING LS 195,000.0000 195,000.00 0.980 191,100 025 TEMPORARY CONCRETE WASHOUT LS 46,000.0000 46,000.00 0.910 41,860 026 TEMPORARY FENCE (TYPE ESA) LF 5.0000 4,000.00 1,050.000 5,250 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6700 5,628.00 4,906.000 3,287 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.1000 293.00 0.000 0 029 NOISE MONITORING LS 5,000.0000 5,000.00 0.940 4,700 030 ABANDON CULVERT (LF) LF 42.0000 8,568.00 158.000 6,636.00 226.000 9,492 031 DESTROY WELL EA 2,800.0000 8,400.00 3.000 8,400 032 RAPID SETTING CONCRETE (PATCH) CF 450.0000 4,500.00 2.630 1,183 033 REMOVE FENCE LF 8.0000 25,040.00 370.000 2,960.00 3,660.000 29,280 034 REMOVE ENTRANCE TAPER EA 1,450.0000 2,900.00 2.000 2,900.00 2.000 2,900 035 REMOVE GUARDRAIL LF 16.8500 3,370.00 362.000 6,099 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.2700 14,040.00 2,367.000 639 037 REMOVE PAINTED PAVEMENT MARKING SQFT 2.7000 2,754.00 0.000 0 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,284.00 18,470.000 7,388 039 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 837.00 120.000 324 040 REMOVE PAVEMENT MARKER EA 2.7000 5,022.00 779.000 2,103 041 REMOVE ROADSIDE SIGN EA 185.0000 3,700.00 40.000 7,400 042 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 2.000 6,000 043 REMOVE CULVERT (LF) LF 49.0000 107,408.00 253.000 12,397.00 2,138.000 104,762 044 REMOVE DOWNDRAIN (EA) EA 2,200.0000 4,400.00 2.000 4,400.00 2.000 4,400 045 REMOVE INLET EA 1,820.0000 36,400.00 12.000 21,840 046 REMOVE HEADWALL EA 1,820.0000 5,460.00 3.000 5,460 047 REMOVE MANHOLE EA 2,400.0000 2,400.00 1.000 2,400 048 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.1700 45,279.00 38,692.640 45,270 049 RELOCATE BOOSTER PUMP LS 8,000.0000 8,000.00 1.000 8,000.00 1.000 8,000 PROGRAM CAS145 PAGE 3 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 115.0000 805.00 7.000 805 051 RELOCATE ROADSIDE SIGN EA 135.0000 540.00 4.000 540 (STRAP AND SADDLE BRACKET METHOD) 052 MODIFY INLET EA 1,800.0000 3,600.00 1.000 1,800.00 2.000 3,600 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 31,100.00 3,432.200 34,322 054 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 150.0000 4,200.00 31.860 4,779 055 REMOVE UNSOUND CONCRETE CF 340.0000 3,400.00 2.630 894 056 REFINISH BRIDGE DECK SQFT 56.0000 11,256.00 268.310 15,025 057 REMOVE CHIP SEAL SQFT 8.5000 5,423.00 1,055.600 8,972 058 REMOVE SOUND WALL (LF) LF 19.0000 12,730.00 670.000 12,730 059 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000 060 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 0.000 0 061 MODIFY PUMP PLANT LS 120,000.0000 120,000.00 1.000 120,000 062 BLANK 0.0000 0.00 0.000 0 063 CLEARING AND GRUBBING (LS) LS 130,000.0000 130,000.00 1.000 130,000 064 DEVELOP WATER SUPPLY LS 415,000.0000 415,000.00 0.980 406,700 065 DUST PALLIATIVE LS 95,000.0000 95,000.00 0.980 93,100 066 ROADWAY EXCAVATION CY 25.5500 955,570.00 38,660.550 987,777 067 STRUCTURE EXCAVATION (BRIDGE) CY 345.0000 119,370.00 346.000 119,370 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) CY 73.0000 876,438.00 11,923.000 870,379 (F) 069 STRUCTURE EXCAVATION (GRAVITY WALL) CY 100.0000 135,500.00 1,335.000 133,500 (F) 070 STRUCTURE BACKFILL (BRIDGE) CY 103.0000 42,436.00 412.000 42,436 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 99.0000 1,106,028.00 11,107.000 1,099,593 (F) 072 STRUCTURE BACKFILL (GRAVITY WALL) CY 165.0000 68,640.00 70.000 11,550.00 346.000 57,090 (F) 073 PERVIOUS BACKFILL MATERIAL (GRAVITY CY 115.0000 12,190.00 13.000 1,495.00 99.000 11,385 (F) WALL) 074 PRUNE EXISTING PLANTS LS 2,300.0000 2,300.00 0.250 575.00 0.750 1,725 075 MAINTAIN EXISTING PLANTED AREAS LS 34,000.0000 34,000.00 0.100 3,400.00 1.000 34,000 076 GRAVEL MULCH SQFT 7.0000 1,120.00 160.000 1,120.00 160.000 1,120 PROGRAM CAS145 PAGE 4 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CHECK AND TEST EXISTING IRRIGATION LS 5,700.0000 5,700.00 0.050 285.00 1.000 5,700 FACILITIES 078 OPERATE EXISTING IRRIGATION FACILITIES LS 5,700.0000 5,700.00 0.840 4,788 079 CONTROL AND NEUTRAL CONDUCTORS LS 17,000.0000 17,000.00 1.000 17,000.00 1.000 17,000 (ARMOR-CLAD) 080 1 1/2" REMOTE CONTROL VALVE EA 700.0000 6,300.00 9.000 6,300.00 9.000 6,300 081 2" REMOTE CONTROL VALVE EA 1,100.0000 1,100.00 1.000 1,100.00 1.000 1,100 082 2" WYE STRAINER ASSEMBLY EA 670.0000 1,340.00 2.000 1,340.00 2.000 1,340 083 24-32 STATION IRRIGATION CONTROLLER EA 17,000.0000 34,000.00 2.000 34,000.00 2.000 34,000 (WALL MOUNTED) 084 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 27.0000 540.00 0.000 0 085 3" BACKFLOW PREVENTER ASSEMBLY EA 11,300.0000 11,300.00 1.000 11,300.00 1.000 11,300 086 FLOW SENSOR EA 1,700.0000 1,700.00 1.000 1,700.00 1.000 1,700 087 RISER SPRINKLER ASSEMBLY EA 225.0000 2,025.00 9.000 2,025.00 9.000 2,025 088 3" GATE VALVE EA 1,100.0000 2,200.00 2.000 2,200.00 2.000 2,200 089 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.0000 1,308.00 109.000 1,308.00 109.000 1,308 (F) LINE) 090 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 13.0000 884.00 68.000 884.00 68.000 884 (F) LINE) 091 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 14.0000 532.00 0.000 0 (F) (SUPPLY LINE) 092 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 16.0000 608.00 76.000 1,216.00 76.000 1,216 (F) (SUPPLY LINE) 093 2" PLASTIC PIPE (SCHEDULE 40) LF 17.0000 33,065.00 1,945.000 33,065.00 1,945.000 33,065 (F) (SUPPLY LINE) 094 3" PLASTIC PIPE (CLASS 315) LF 19.0000 10,070.00 550.000 10,450.00 550.000 10,450 (F) (SUPPLY LINE) 095 PRESSURE REGULATING VALVE EA 1,700.0000 1,700.00 0.000 0 096 QUICK COUPLING VALVE EA 560.0000 560.00 1.000 560.00 1.000 560 097 CHECK VALVE EA 900.0000 1,800.00 2.000 1,800.00 2.000 1,800 098 10" CORRUGATED STEEL PIPE CONDUIT LF 140.0000 33,600.00 5.000 700.00 282.000 39,480 (.064" THICK) 099 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1700 34,850.00 193,800.000 32,946.00 193,800.000 32,946 (SQFT) 100 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 4.5000 9,315.00 4,689.000 21,100.50 4,689.000 21,100 101 HYDROMULCH SQFT 1.0000 2,070.00 0.000 0 102 FIBER ROLLS LF 5.3000 38,743.00 1,670.000 8,851.00 7,102.000 37,640 103 HYDROSEED SQFT 1.0000 2,070.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 COMPOST SQFT 0.2700 55,890.00 23,144.000 6,248.88 193,418.000 52,222 105 INCORPORATE MATERIALS SQFT 0.0100 2,070.00 23,144.000 231.44 193,418.000 1,934 106 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 406,500.00 15.970 798.50 9,168.430 458,421 107 HOT MIX ASPHALT (TYPE A) TON 90.0000 1,341,000.00 18.480 1,663.20 14,202.870 1,278,258 108 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.3000 1,254.00 487.000 1,607 109 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.3000 8,778.00 2,875.000 9,487 110 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.3000 627.00 0.000 0 111 PLACE HOT MIX ASPHALT SQYD 50.0000 900.00 49.330 2,466 (MISCELLANEOUS AREA) 112 TACK COAT TON 730.0000 23,360.00 0.020 14.60 11.070 8,081 113 JOINTED PLAIN CONCRETE PAVEMENT CY 370.3000 1,236,802.00 3,330.850 1,233,413 114 GROUND ANCHOR (VERTICAL) EA 8,500.0000 68,000.00 9.000 76,500 115 GROUND ANCHOR (SUBHORIZONTAL) EA 11,000.0000 11,000.00 2.000 22,000 116 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 230.0000 114,080.00 496.000 114,080 117 60" CAST-IN-DRILLED-HOLE CONCRETE LF 847.0000 63,525.00 75.000 63,525.00 75.000 63,525 PILE (SIGN FOUNDATION) 118 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 625.0000 75,625.00 117.000 73,125 (F) 119 STRUCTURAL CONCRETE, GRAVITY WALL CY 760.0000 390,640.00 514.000 390,640 (F) (POLYMER FIBER) 120 STRUCTURAL CONCRETE, BRIDGE CY 1,620.0000 377,460.00 233.000 377,460 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 610.0000 1,947,120.00 3,184.000 1,942,240 (F) 122 AGGREGATE BASE (APPROACH SLAB) CY 92.0000 2,300.00 18.660 1,716 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,450.0000 81,200.00 56.000 81,200 (F) (TYPE N) 124 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,600.0000 517,400.00 202.280 525,928 (TYPE R) 125 STRUCTURAL CONCRETE, HEADWALL CY 3,400.0000 6,800.00 2.110 7,174 126 MINOR CONCRETE (MINOR STRUCTURE) CY 3,200.0000 310,400.00 0.390 1,248.00 100.490 321,568 (F) 127 MINOR CONCRETE (BACKFILL) CY 200.0000 22,000.00 47.000 9,400.00 116.570 23,314 128 PAVING NOTCH EXTENSION CF 400.0000 53,600.00 131.130 52,452 129 WESTERN BASALT TEXTURE SQFT 17.0000 302,192.00 17,776.000 302,192 (F) 130 DRILL AND BOND DOWEL LF 28.0000 13,608.00 421.500 11,802 PROGRAM CAS145 PAGE 6 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CLEAN EXPANSION JOINT LF 68.0000 21,624.00 281.000 19,108 132 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 81,000.00 3.000 81,000 U-GIRDER (70'-80') 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 43,100.0000 43,100.00 1.000 43,100 U-GIRDER (80'-90') 134 ERECT PRECAST CONCRETE GIRDER EA 14,000.0000 56,000.00 4.000 56,000 (F) 135 JOINT SEAL (MR 1/2") LF 50.0000 20,000.00 281.000 14,050 136 JOINT SEAL (MR 1") LF 112.0000 17,584.00 152.000 17,024 137 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 80,545.00 84,417.000 84,417 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 468,636.00 464,764.000 464,764 (F) 139 BAR REINFORCING STEEL (GRAVITY WALL) LB 1.0000 14,093.00 14,093.000 14,093 (F) 140 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5400 246,522.00 54,300.000 246,522.00 54,300.000 246,522 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1800 9,774.00 54,300.000 9,774.00 54,300.000 9,774 142 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 42.0000 19,740.00 0.000 0 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 924.00 13.375 280.88 57.065 1,198 (0.063"-UNFRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 220.00 10.000 220 (0.080"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 638.00 10.500 304.50 10.500 304 (0.063"-FRAMED) 146 ROADSIDE SIGN - ONE POST EA 250.0000 3,750.00 21.000 5,250 147 ROADSIDE SIGN - TWO POST EA 550.0000 1,100.00 2.000 1,100 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 760.00 4.000 760 METHOD) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 280.00 37.960 531 (0.063"-UNFRAMED) FOR TYPE XI SHEETING 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,440.00 32.000 480 (0.080"-UNFRAMED) FOR TYPE XI SHEETING 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,276.00 57.500 1,265 (0.063"-FRAMED) FOR TYPE XI SHEETING 152 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 18.0000 11,520.00 127.460 2,294 153 PREPARE AND STAIN CONCRETE SQFT 13.0000 53,664.00 0.000 0 154 ANTI-GRAFFITI COATING SQFT 1.1000 42,661.30 27,025.000 29,727 (F) 155 18" ALTERNATIVE PIPE CULVERT LF 79.0000 15,010.00 306.000 24,174 156 24" ALTERNATIVE PIPE CULVERT LF 85.0000 351,900.00 67.000 5,695.00 4,413.000 375,105 157 12" REINFORCED CONCRETE PIPE LF 81.0000 486.00 6.000 486 PROGRAM CAS145 PAGE 7 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 18" REINFORCED CONCRETE PIPE LF 85.0000 46,750.00 531.000 45,135 159 24" REINFORCED CONCRETE PIPE LF 91.0000 100,373.00 152.000 13,832.00 1,090.000 99,190 160 36" REINFORCED CONCRETE PIPE LF 266.3700 376,114.44 1,110.000 295,670 161 30" REINFORCED CONCRETE PIPE LF 205.0000 192,700.00 932.000 191,060 (CLASS IV, RUBBER GASKET JOINT) 162 24"X38" RCP RUBBER GASKETED OVAL LF 194.0000 67,900.00 348.000 67,512 (CLASS HE-IV,2000D) 163 24" CORRUGATED STEEL PIPE (.064" THICK) LF 550.0000 6,600.00 25.000 13,750 164 GEOCOMPOSITE DRAIN SQFT 3.0000 52,851.00 17,617.000 52,851 165 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 121.0000 7,744.00 68.000 8,228 (.064" THICK) 166 18" ALTERNATIVE FLARED END SECTION EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 167 36" PRECAST CONCRETE PIPE INLET LF 680.0000 3,400.00 5.000 3,400 168 36" ALTERNATIVE PIPE INLET LF 680.0000 6,800.00 0.000 0 169 MANHOLE (TYPE A), CASE 1 EA 4,400.0000 13,200.00 3.700 16,280 170 MANHOLE (TYPE A), CASE 2 EA 5,723.7500 17,171.25 2.000 11,447 171 MANHOLE (TYPE C) EA 3,296.4000 26,371.20 0.200 659.28 8.000 26,371 172 CONCRETE (CONCRETE APRON) CY 830.0000 9,960.00 14.900 12,367 173 MINOR CONCRETE (CURB) (CY) CY 900.0000 8,100.00 43.930 39,537 174 MINOR CONCRETE (PCC DIKE, TYPE E) CY 630.0000 44,100.00 78.580 49,505 175 MINOR CONCRETE (GUTTER) (LF) LF 33.0000 19,734.00 598.000 19,734 176 DETECTABLE WARNING SURFACE SQFT 29.0000 6,090.00 102.000 2,958 177 MINOR CONCRETE (MISCELLANEOUS CY 1,400.0000 2,800.00 0.000 0 CONSTRUCTION) 178 MINOR CONCRETE (ISLAND PAVING) CY 2,100.0000 4,200.00 1.810 3,801 179 MINOR CONCRETE (TEXTURED PAVING) TYPE 1 CY 660.0000 165,000.00 226.460 149,463 FRACTURED ROCK PATTERN 180 MINOR CONCRETE (TEXTURED PAVING) TYPE 2 CY 690.0000 24,840.00 43.440 29,973.60 43.440 29,973 RIVER STONE PATTERN, NO INTEGRAL COLOR 181 MINOR CONCRETE (TEXTURED PAVING) TYPE 4 CY 670.0000 9,380.00 13.260 8,884.20 13.260 8,884 SMOOTH PATTERN 182 MINOR CONCRETE (CURB RAMP) CY 2,500.0000 40,000.00 10.020 25,050 183 MISCELLANEOUS IRON AND STEEL LB 10.0000 186,000.00 12,406.000 124,060.00 18,600.000 186,000 (F) 184 MANHOLE FRAME AND COVER EA 800.0000 14,400.00 11.000 8,800.00 16.000 12,800 PROGRAM CAS145 PAGE 8 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH AND INSTALL FIRE HYDRANTS (CITY) EA 8,000.0000 56,000.00 7.000 56,000 186 FURNISH AND INSTALL 12" WATER MAIN LF 94.4000 63,248.00 654.000 61,737 (CITY) 187 FURNISH AND INSTALL 16" WATER MAIN LF 181.3300 137,810.80 757.000 137,266 (CITY) 188 FURNISH AND INSTALL 16" WATER MAIN IN LF 154.0000 183,260.00 1,210.000 186,340 (TYTON DUCTILE IRON) IN STEEL CASING (CITY) 189 FURNISH AND INSTALL 28" STEEL CASING - LF 281.3300 87,493.63 10.000 2,813.30 310.000 87,212 0.50" THICK (OPEN CUT METHOD) (CITY) 190 FURNISH AND INSTALL 28" STEEL CASING - LF 710.0000 276,900.00 390.000 276,900 0.25" THICK (JACK AND BORE METHOD) (CITY) 191 FURNISH AND INSTALL 28" STEEL CASING - LF 726.8100 174,434.40 244.000 177,341 0.50" THICK (JACK AND BORE METHOD) (CITY) 192 FURNISH AND INSTALL 8" WATER MAIN LF 40.9100 36,000.80 956.000 39,109 193 REMOVE EXISTING WATER MAINS (CITY) LF 27.0000 23,490.00 117.000 3,159 194 FURNISH AND INSTALL 1" WATER SERVICE EA 1,800.0000 1,800.00 1.800 3,240 AND METER BOX (CITY) 195 FURNISH AND INSTALL 2" WATER SERVICE EA 7,000.0000 21,000.00 0.400 2,800.00 3.000 21,000 AND METER BOX (CITY) 196 30" REINFORCED CONCRETE PIPE LF 212.9500 148,000.25 700.000 149,065 197 6'X12'X7' MANHOLE (AT&T) EA 30,000.0000 60,000.00 2.000 60,000 198 4.5'X8.5'X6.5' MANHOLE (AT&T) EA 24,000.0000 120,000.00 5.000 120,000 199 3'X5'X4' MANHOLE (AT&T) EA 9,000.0000 9,000.00 1.000 9,000 200 4" PLASTIC CONDUIT (AT&T) LF 27.0000 685,800.00 26,797.000 723,519 201 MODIFY OUTFALL STRUCTURE (FMFCD) EA 2,200.0000 2,200.00 1.000 2,200 202 OUTFALL STRUCTURE (FMFCD) EA 13,000.0000 13,000.00 1.000 13,000 203 DRAINAGE INLET (TYPE D) (FMFCD) EA 5,500.0000 22,000.00 4.000 22,000 204 MODIFY MANHOLE (FMFCD) EA 1,800.0000 3,600.00 3.600 6,480 205 MANHOLE (TYPE A - CASE 1) (FMFCD) EA 5,000.0000 5,000.00 0.000 0 206 MANHOLE (TYPE A - CASE 2) (FMFCD) EA 6,500.0000 6,500.00 1.000 6,500 207 REMOVE 30" REINFORCED CONCRETE PIPE LF 68.0000 40,120.00 341.000 23,188 (FID) 208 ABANDON 30" RCP (FID) LF 18.0000 3,960.00 220.000 3,960 209 MODIFY DRAINAGE SYSTEM LS 24,345.0000 24,345.00 1.000 24,345 PROGRAM CAS145 PAGE 9 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 MINOR CONCRETE (CURB AND GUTTER)(CITY) CY 410.0000 86,100.00 187.550 76,895 211 MINOR CONCRETE (DRIVEWAY) (CITY) CY 700.0000 14,700.00 40.250 28,175 212 MINOR CONCRETE (SIDEWALK) (CITY) CY 500.0000 115,000.00 221.840 110,920 213 MINOR CONCRETE (VALLEY GUTTER)(CITY) CY 840.0000 30,240.00 22.000 18,480 214 FURNISH AND INSTALL 8" SEWER MAIN (CITY) LF 37.0000 27,343.00 736.000 27,232 215 CONSTRUCT 48" SEWER MANHOLE (CITY) EA 3,700.0000 14,800.00 3.000 11,100 216 REMOVE SEWER MANHOLE (CITY) EA 1,700.0000 5,100.00 2.000 3,400.00 3.000 5,100 217 CITY LIGHTING (CITY) LS 63,000.0000 63,000.00 1.000 63,000 218 ARCHITECTURAL TREATMENT (STONE VENEER) SQFT 28.0000 27,132.00 958.500 26,838 (F) 219 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 27,020.00 1,122.000 15,708.00 2,010.000 28,140 220 SECURITY FENCE (TYPE SF-8) LF 256.0000 18,944.00 76.000 19,456.00 76.000 19,456 221 6' SECURITY GATE (TYPE SF-7) EA 2,100.0000 2,100.00 1.000 2,100.00 1.000 2,100 222 8' CHAIN LINK GATE (TYPE CL-6) EA 1,100.0000 2,200.00 2.000 2,200 223 DELINEATOR (CLASS 1) EA 95.0000 3,325.00 6.000 570.00 38.000 3,610 224 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.0000 45,530.00 0.000 0 225 VEGETATION CONTROL (MINOR CONCRETE) SQYD 68.0000 48,280.00 0.000 0 226 CHAIN LINK RAILING (TYPE 7) LF 104.0000 41,496.00 399.000 41,496.00 399.000 41,496 (F) 227 CABLE RAILING LF 26.0000 15,496.00 596.000 15,496 (F) 228 TRANSITION RAILING (TYPE WB-31) EA 1,900.0000 9,500.00 0.000 0 229 END CAP (TYPE A) EA 128.0000 128.00 0.000 0 230 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 0.000 0 231 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 6,800.00 0.000 0 232 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,900.0000 3,900.00 0.000 0 233 CONCRETE BARRIER (TYPE 60C) LF 290.0000 75,400.00 439.000 127,310 234 CONCRETE BARRIER (TYPE 60D) LF 121.0000 69,454.00 465.500 56,325 235 BLANK 0.0000 0.00 0.000 0 236 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 170.0000 37,400.00 -87.000 -14,790.00 220.000 37,400 (F) PROGRAM CAS145 PAGE 10 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 135.0000 152,145.00 1,127.000 152,145 (F) 238 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 38.0000 1,900.00 50.000 1,900.00 50.000 1,900 239 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 140.0000 137,760.00 984.000 137,760 (F) 240 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,582.00 8,882.000 5,329.20 14,832.000 8,899 241 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 845.00 485.000 630 242 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 2,301.00 1,564.000 2,033 243 THERMOPLASTIC PAVEMENT MARKING SQFT 5.4000 4,158.00 952.000 5,140 244 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 384.00 730.000 438 (BROKEN 17-7) 245 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2700 17,496.00 31,421.000 8,483 246 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 4,080.00 23.000 92.00 1,267.000 5,068 247 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.3300 8,528.00 3,356.000 17,887 248 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 770.0000 770.00 0.100 77 SYSTEM ELEMENTS DURING CONSTRUCTION 249 SIGNAL AND LIGHTING (LOCATION 3) LS 300,000.0000 300,000.00 0.954 286,200 250 LIGHTING AND SIGN ILLUMINATION LS 265,000.0000 265,000.00 0.022 5,830.00 0.950 251,750 251 INTELLIGENT TRANSPORTATION SYSTEMS LS 555,000.0000 555,000.00 0.109 60,495.00 0.950 527,250 252 REMOVE EXISTING ELECTRICAL SYSTEMS LS 72,000.0000 72,000.00 0.980 70,560 253 WATER METER CHARGES LS 6,000.0000 6,000.00 0.000 0 254 IRRIGATION WATER SERVICE CHARGES LS 9,000.0000 9,000.00 0.000 0 255 BLANK 0.0000 0.00 0.000 0 256 TEMPORARY FENCE (TYPE CL-6) LF 14.0000 12,320.00 335.000 4,690 257 COMMUNICATION PULL BOX EA 6,000.0000 6,000.00 0.000 0 258 TEMPORARY SIGNAL SYSTEM LS 25,867.0000 25,867.00 1.000 25,867 259 REMOVE IRRIGATION FACILITY LS 9,000.0000 9,000.00 1.000 9,000 260 CONCRETE BARRIER (TRANSITION) LF 1,750.0000 17,500.00 18.000 31,500 PROGRAM CAS145 PAGE 11 DATE 11/21/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:40 AM ESTIMATE NO. 012 BID OPENING 08/21/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 11/21/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 999,537.28 23,816,663.48 ADJUSTMENT OF COMPENSATION 17,081.10 11,252.43 EXTRA WORK 50,657.99 1,889,641.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,067,276.37 25,717,557.66 261 MOBILIZATION LS 2,349,186.0000 2,349,186.00 1.000 2,349,186 ORIGINAL CONTRACT AMOUNT 26,587,424.07 TOTAL WORK COMPLETED 1,067,276.37 28,066,743.66 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -26,601.00 TOTAL 1,067,276.37 28,040,142.66 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 12/04/15 205 12/09/15 12/09/15 11/28/16 201 36 0 0 97% 98% PROGRESS IS SATISFACTORY FOSTER, DALLIA RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/16