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 02/23/16 EST. NO. 002 TIME 10:02 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 02/23/16 EST. NO. 002 TIME 10:02 AM R.E. NAME: FOSTER, DALLIA 06-2HT114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 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 0.250 1,075.00 1.000 4,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 17,000.0000 17,000.00 0.250 4,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,300.0000 2,931,500.00 21.000 300,300.00 38.000 543,400 004 TABLET COMPUTERS EA 1,800.0000 18,000.00 10.000 18,000 005 CONSTRUCTION AREA SIGNS LS 17,700.0000 17,700.00 0.040 708.00 0.660 11,682 006 TRAFFIC CONTROL SYSTEM LS 620,000.0000 620,000.00 0.107 66,340.00 0.190 117,800 007 TYPE III BARRICADE EA 125.0000 7,750.00 2.000 250 008 CHANNELIZER (SURFACE MOUNTED) EA 63.0000 5,355.00 16.000 1,008 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 57,000.0000 57,000.00 0.107 6,099.00 0.190 10,830 010 TEMPORARY RAILING (TYPE K) LF 15.0000 133,200.00 1,842.000 27,630.00 4,980.000 74,700 011 TEMPORARY CRASH CUSHION MODULE EA 200.0000 16,800.00 14.000 2,800.00 28.000 5,600 012 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,400.0000 13,600.00 1.000 3,400.00 3.000 10,200 SYSTEM 013 TEMPORARY TRAFFIC SCREEN LF 4.5000 36,720.00 580.000 2,610.00 3,100.000 13,950 014 JOB SITE MANAGEMENT LS 90,000.0000 90,000.00 0.107 9,630.00 0.190 17,100 015 PREPARE STORM WATER POLLUTION PREVENTION LS 6,000.0000 6,000.00 0.100 600.00 0.670 4,020 PLAN 016 STORM WATER ANNUAL REPORT EA 900.0000 1,800.00 0.000 0 017 MOVE-IN/MOVE-OUT EA 660.0000 3,960.00 0.000 0 (TEMPORARY EROSION CONTROL) 018 TEMPORARY HYDRAULIC MULCH SQYD 1.1300 16,950.00 0.000 0 (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 4.000 1,000.00 24.000 6,000 021 TEMPORARY FIBER ROLL LF 5.5000 11,000.00 500.000 2,750.00 2,400.000 13,200 022 TEMPORARY SILT FENCE LF 6.0000 6,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 15,400 024 STREET SWEEPING LS 195,000.0000 195,000.00 0.107 20,865.00 0.190 37,050 025 TEMPORARY CONCRETE WASHOUT LS 46,000.0000 46,000.00 0.000 0 026 TEMPORARY FENCE (TYPE ESA) LF 5.0000 4,000.00 785.000 3,925 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6700 5,628.00 2,531.000 1,695.77 4,806.000 3,220 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 0.048 240.00 0.590 2,950 030 ABANDON CULVERT (LF) LF 42.0000 8,568.00 0.000 0 031 DESTROY WELL EA 2,800.0000 8,400.00 2.000 5,600.00 2.000 5,600 032 RAPID SETTING CONCRETE (PATCH) CF 450.0000 4,500.00 0.000 0 033 REMOVE FENCE LF 8.0000 25,040.00 604.000 4,832.00 2,148.000 17,184 034 REMOVE ENTRANCE TAPER EA 1,450.0000 2,900.00 0.000 0 035 REMOVE GUARDRAIL LF 16.8500 3,370.00 127.000 2,139.95 302.000 5,088 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.2700 14,040.00 0.000 0 037 REMOVE PAINTED PAVEMENT MARKING SQFT 2.7000 2,754.00 0.000 0 038 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,284.00 7,321.000 2,928.40 18,386.000 7,354 039 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.7000 837.00 120.000 324.00 120.000 324 040 REMOVE PAVEMENT MARKER EA 2.7000 5,022.00 312.000 842.40 700.000 1,890 041 REMOVE ROADSIDE SIGN EA 185.0000 3,700.00 36.000 6,660 042 REMOVE SIGN STRUCTURE EA 3,000.0000 6,000.00 1.000 3,000.00 1.000 3,000 043 REMOVE CULVERT (LF) LF 49.0000 107,408.00 487.000 23,863.00 487.000 23,863 044 REMOVE DOWNDRAIN (EA) EA 2,200.0000 4,400.00 0.000 0 045 REMOVE INLET EA 1,820.0000 36,400.00 3.000 5,460.00 3.000 5,460 046 REMOVE HEADWALL EA 1,820.0000 5,460.00 0.000 0 047 REMOVE MANHOLE EA 2,400.0000 2,400.00 0.000 0 048 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.1700 45,279.00 7,830.000 9,161 049 RELOCATE BOOSTER PUMP LS 8,000.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 051 RELOCATE ROADSIDE SIGN EA 135.0000 540.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 052 MODIFY INLET EA 1,800.0000 3,600.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 31,100.00 0.000 0 054 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 0.000 0 056 REFINISH BRIDGE DECK SQFT 56.0000 11,256.00 0.000 0 057 REMOVE CHIP SEAL SQFT 8.5000 5,423.00 0.000 0 058 REMOVE SOUND WALL (LF) LF 19.0000 12,730.00 591.000 11,229.00 591.000 11,229 059 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 0.000 0 060 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 0.750 90,000.00 0.750 90,000 062 BLANK 0.0000 0.00 0.000 0 063 CLEARING AND GRUBBING (LS) LS 130,000.0000 130,000.00 0.300 39,000.00 1.000 130,000 064 DEVELOP WATER SUPPLY LS 415,000.0000 415,000.00 0.107 44,405.00 0.190 78,850 065 DUST PALLIATIVE LS 95,000.0000 95,000.00 0.000 0 066 ROADWAY EXCAVATION CY 25.5500 955,570.00 2,871.000 73,354.05 13,161.010 336,263 067 STRUCTURE EXCAVATION (BRIDGE) CY 345.0000 119,370.00 246.400 85,008.00 246.400 85,008 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) CY 73.0000 876,438.00 4,647.500 339,267.50 8,346.200 609,272 (F) 069 STRUCTURE EXCAVATION (GRAVITY WALL) CY 100.0000 135,500.00 887.200 88,720.00 887.200 88,720 (F) 070 STRUCTURE BACKFILL (BRIDGE) CY 103.0000 42,436.00 0.000 0 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) CY 99.0000 1,106,028.00 0.000 0 (F) 072 STRUCTURE BACKFILL (GRAVITY WALL) CY 165.0000 68,640.00 0.000 0 (F) 073 PERVIOUS BACKFILL MATERIAL (GRAVITY CY 115.0000 12,190.00 0.000 0 (F) WALL) 074 PRUNE EXISTING PLANTS LS 2,300.0000 2,300.00 0.000 0 075 MAINTAIN EXISTING PLANTED AREAS LS 34,000.0000 34,000.00 0.107 3,638.00 0.190 6,460 076 GRAVEL MULCH SQFT 7.0000 1,120.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 4,275 FACILITIES 078 OPERATE EXISTING IRRIGATION FACILITIES LS 5,700.0000 5,700.00 0.100 570 079 CONTROL AND NEUTRAL CONDUCTORS LS 17,000.0000 17,000.00 0.000 0 (ARMOR-CLAD) 080 1 1/2" REMOTE CONTROL VALVE EA 700.0000 6,300.00 0.000 0 081 2" REMOTE CONTROL VALVE EA 1,100.0000 1,100.00 0.000 0 082 2" WYE STRAINER ASSEMBLY EA 670.0000 1,340.00 0.000 0 083 24-32 STATION IRRIGATION CONTROLLER EA 17,000.0000 34,000.00 0.000 0 (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 0.000 0 086 FLOW SENSOR EA 1,700.0000 1,700.00 0.000 0 087 RISER SPRINKLER ASSEMBLY EA 225.0000 2,025.00 0.000 0 088 3" GATE VALVE EA 1,100.0000 2,200.00 0.000 0 089 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 12.0000 1,308.00 0.000 0 (F) LINE) 090 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 13.0000 884.00 0.000 0 (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 0.000 0 (F) (SUPPLY LINE) 093 2" PLASTIC PIPE (SCHEDULE 40) LF 17.0000 33,065.00 0.000 0 (F) (SUPPLY LINE) 094 3" PLASTIC PIPE (CLASS 315) LF 19.0000 10,070.00 0.000 0 (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 0.000 0 097 CHECK VALVE EA 900.0000 1,800.00 0.000 0 098 10" CORRUGATED STEEL PIPE CONDUIT LF 140.0000 33,600.00 0.000 0 (.064" THICK) 099 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1700 34,850.00 0.000 0 (SQFT) 100 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 4.5000 9,315.00 0.000 0 101 HYDROMULCH SQFT 1.0000 2,070.00 0.000 0 102 FIBER ROLLS LF 5.3000 38,743.00 0.000 0 103 HYDROSEED SQFT 1.0000 2,070.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 INCORPORATE MATERIALS SQFT 0.0100 2,070.00 0.000 0 106 CLASS 2 AGGREGATE BASE (CY) CY 50.0000 406,500.00 363.400 18,170.00 363.400 18,170 107 HOT MIX ASPHALT (TYPE A) TON 90.0000 1,341,000.00 387.080 34,837.20 459.220 41,329 108 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.3000 1,254.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.3000 8,778.00 0.000 0 110 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 27.960 1,398.00 27.960 1,398 (MISCELLANEOUS AREA) 112 TACK COAT TON 730.0000 23,360.00 0.350 255.50 0.450 328 113 JOINTED PLAIN CONCRETE PAVEMENT CY 370.3000 1,236,802.00 0.000 0 114 GROUND ANCHOR (VERTICAL) EA 8,500.0000 68,000.00 0.000 0 115 GROUND ANCHOR (SUBHORIZONTAL) EA 11,000.0000 11,000.00 0.000 0 116 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 230.0000 114,080.00 496.000 114,080.00 496.000 114,080 117 60" CAST-IN-DRILLED-HOLE CONCRETE LF 847.0000 63,525.00 0.000 0 PILE (SIGN FOUNDATION) 118 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 625.0000 75,625.00 62.000 38,750.00 62.000 38,750 (F) 119 STRUCTURAL CONCRETE, GRAVITY WALL CY 760.0000 390,640.00 0.000 0 (F) (POLYMER FIBER) 120 STRUCTURAL CONCRETE, BRIDGE CY 1,620.0000 377,460.00 126.000 204,120.00 126.000 204,120 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 610.0000 1,947,120.00 759.000 462,990.00 759.000 462,990 (F) 122 AGGREGATE BASE (APPROACH SLAB) CY 92.0000 2,300.00 0.000 0 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,450.0000 81,200.00 0.000 0 (F) (TYPE N) 124 STRUCTURAL CONCRETE, APPROACH SLAB CY 2,600.0000 517,400.00 0.000 0 (TYPE R) 125 STRUCTURAL CONCRETE, HEADWALL CY 3,400.0000 6,800.00 0.000 0 126 MINOR CONCRETE (MINOR STRUCTURE) CY 3,200.0000 310,400.00 5.240 16,768.00 11.750 37,600 (F) 127 MINOR CONCRETE (BACKFILL) CY 200.0000 22,000.00 47.500 9,500 128 PAVING NOTCH EXTENSION CF 400.0000 53,600.00 0.000 0 129 WESTERN BASALT TEXTURE SQFT 17.0000 302,192.00 169.000 2,873.00 169.000 2,873 (F) 130 DRILL AND BOND DOWEL LF 28.0000 13,608.00 136.000 3,808.00 136.000 3,808 PROGRAM CAS145 PAGE 6 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 FURNISH PRECAST PRESTRESSED CONCRETE EA 27,000.0000 81,000.00 0.000 0 U-GIRDER (70'-80') 133 FURNISH PRECAST PRESTRESSED CONCRETE EA 43,100.0000 43,100.00 0.000 0 U-GIRDER (80'-90') 134 ERECT PRECAST CONCRETE GIRDER EA 14,000.0000 56,000.00 0.000 0 (F) 135 JOINT SEAL (MR 1/2") LF 50.0000 20,000.00 0.000 0 136 JOINT SEAL (MR 1") LF 112.0000 17,584.00 0.000 0 137 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 80,545.00 42,964.000 42,964.00 42,964.000 42,964 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 468,636.00 111,436.380 111,436.38 111,436.380 111,436 (F) 139 BAR REINFORCING STEEL (GRAVITY WALL) LB 1.0000 14,093.00 0.000 0 (F) 140 FURNISH SIGN STRUCTURE (TRUSS) LB 4.5400 246,522.00 0.000 0 141 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1800 9,774.00 0.000 0 142 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 0.000 0 (0.063"-UNFRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 220.00 0.000 0 (0.080"-UNFRAMED) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.0000 638.00 0.000 0 (0.063"-FRAMED) 146 ROADSIDE SIGN - ONE POST EA 250.0000 3,750.00 0.000 0 147 ROADSIDE SIGN - TWO POST EA 550.0000 1,100.00 0.000 0 148 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 760.00 0.000 0 METHOD) 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 280.00 0.000 0 (0.063"-UNFRAMED) FOR TYPE XI SHEETING 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,440.00 0.000 0 (0.080"-UNFRAMED) FOR TYPE XI SHEETING 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,276.00 0.000 0 (0.063"-FRAMED) FOR TYPE XI SHEETING 152 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 18.0000 11,520.00 0.000 0 153 PREPARE AND STAIN CONCRETE SQFT 13.0000 53,664.00 0.000 0 154 ANTI-GRAFFITI COATING SQFT 1.1000 42,661.30 0.000 0 (F) 155 18" ALTERNATIVE PIPE CULVERT LF 79.0000 15,010.00 0.000 0 156 24" ALTERNATIVE PIPE CULVERT LF 85.0000 351,900.00 858.000 72,930.00 902.000 76,670 157 12" REINFORCED CONCRETE PIPE LF 81.0000 486.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 159 24" REINFORCED CONCRETE PIPE LF 91.0000 100,373.00 16.000 1,456.00 16.000 1,456 160 36" REINFORCED CONCRETE PIPE LF 266.3700 376,114.44 358.000 95,360.46 1,110.000 295,670 161 30" REINFORCED CONCRETE PIPE LF 205.0000 192,700.00 24.000 4,920.00 24.000 4,920 (CLASS IV, RUBBER GASKET JOINT) 162 24"X38" RCP RUBBER GASKETED OVAL LF 194.0000 67,900.00 220.000 42,680.00 220.000 42,680 (CLASS HE-IV,2000D) 163 24" CORRUGATED STEEL PIPE (.064" THICK) LF 550.0000 6,600.00 0.000 0 164 GEOCOMPOSITE DRAIN SQFT 3.0000 52,851.00 0.000 0 165 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 121.0000 7,744.00 0.000 0 (.064" THICK) 166 18" ALTERNATIVE FLARED END SECTION EA 1,500.0000 1,500.00 0.000 0 167 36" PRECAST CONCRETE PIPE INLET LF 680.0000 3,400.00 0.000 0 168 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 1.000 4,400.00 1.000 4,400 170 MANHOLE (TYPE A), CASE 2 EA 5,723.7500 17,171.25 0.900 5,151.38 1.800 10,302 171 MANHOLE (TYPE C) EA 3,296.4000 26,371.20 2.700 8,900.28 3.600 11,867 172 CONCRETE (CONCRETE APRON) CY 830.0000 9,960.00 0.000 0 173 MINOR CONCRETE (CURB) (CY) CY 900.0000 8,100.00 0.000 0 174 MINOR CONCRETE (PCC DIKE, TYPE E) CY 630.0000 44,100.00 0.000 0 175 MINOR CONCRETE (GUTTER) (LF) LF 33.0000 19,734.00 0.000 0 176 DETECTABLE WARNING SURFACE SQFT 29.0000 6,090.00 0.000 0 177 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 0.000 0 179 MINOR CONCRETE (TEXTURED PAVING) TYPE 1 CY 660.0000 165,000.00 0.000 0 FRACTURED ROCK PATTERN 180 MINOR CONCRETE (TEXTURED PAVING) TYPE 2 CY 690.0000 24,840.00 0.000 0 RIVER STONE PATTERN, NO INTEGRAL COLOR 181 MINOR CONCRETE (TEXTURED PAVING) TYPE 4 CY 670.0000 9,380.00 0.000 0 SMOOTH PATTERN 182 MINOR CONCRETE (CURB RAMP) CY 2,500.0000 40,000.00 0.000 0 183 MISCELLANEOUS IRON AND STEEL LB 10.0000 186,000.00 652.000 6,520.00 652.000 6,520 (F) 184 MANHOLE FRAME AND COVER EA 800.0000 14,400.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 186 FURNISH AND INSTALL 12" WATER MAIN LF 94.4000 63,248.00 0.000 0 (CITY) 187 FURNISH AND INSTALL 16" WATER MAIN LF 181.3300 137,810.80 0.000 0 (CITY) 188 FURNISH AND INSTALL 16" WATER MAIN IN LF 154.0000 183,260.00 0.000 0 (TYTON DUCTILE IRON) IN STEEL CASING (CITY) 189 FURNISH AND INSTALL 28" STEEL CASING - LF 281.3300 87,493.63 0.000 0 0.50" THICK (OPEN CUT METHOD) (CITY) 190 FURNISH AND INSTALL 28" STEEL CASING - LF 710.0000 276,900.00 390.000 276,900.00 390.000 276,900 0.25" THICK (JACK AND BORE METHOD) (CITY) 191 FURNISH AND INSTALL 28" STEEL CASING - LF 726.8100 174,434.40 0.000 0 0.50" THICK (JACK AND BORE METHOD) (CITY) 192 FURNISH AND INSTALL 8" WATER MAIN LF 40.9100 36,000.80 0.000 0 193 REMOVE EXISTING WATER MAINS (CITY) LF 27.0000 23,490.00 0.000 0 194 FURNISH AND INSTALL 1" WATER SERVICE EA 1,800.0000 1,800.00 0.000 0 AND METER BOX (CITY) 195 FURNISH AND INSTALL 2" WATER SERVICE EA 7,000.0000 21,000.00 0.000 0 AND METER BOX (CITY) 196 30" REINFORCED CONCRETE PIPE LF 212.9500 148,000.25 -79.000 -16,823.05 700.000 149,065 197 6'X12'X7' MANHOLE (AT&T) EA 30,000.0000 60,000.00 0.000 0 198 4.5'X8.5'X6.5' MANHOLE (AT&T) EA 24,000.0000 120,000.00 0.000 0 199 3'X5'X4' MANHOLE (AT&T) EA 9,000.0000 9,000.00 0.000 0 200 4" PLASTIC CONDUIT (AT&T) LF 27.0000 685,800.00 0.000 0 201 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 0.000 0 204 MODIFY MANHOLE (FMFCD) EA 1,800.0000 3,600.00 0.000 0 205 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 0.000 0 207 REMOVE 30" REINFORCED CONCRETE PIPE LF 68.0000 40,120.00 231.000 15,708.00 231.000 15,708 (FID) 208 ABANDON 30" RCP (FID) LF 18.0000 3,960.00 0.000 0 209 MODIFY DRAINAGE SYSTEM LS 24,345.0000 24,345.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 211 MINOR CONCRETE (DRIVEWAY) (CITY) CY 700.0000 14,700.00 0.000 0 212 MINOR CONCRETE (SIDEWALK) (CITY) CY 500.0000 115,000.00 0.000 0 213 MINOR CONCRETE (VALLEY GUTTER)(CITY) CY 840.0000 30,240.00 0.000 0 214 FURNISH AND INSTALL 8" SEWER MAIN (CITY) LF 37.0000 27,343.00 0.000 0 215 CONSTRUCT 48" SEWER MANHOLE (CITY) EA 3,700.0000 14,800.00 0.000 0 216 REMOVE SEWER MANHOLE (CITY) EA 1,700.0000 5,100.00 0.000 0 217 CITY LIGHTING (CITY) LS 63,000.0000 63,000.00 0.000 0 218 ARCHITECTURAL TREATMENT (STONE VENEER) SQFT 28.0000 27,132.00 0.000 0 (F) 219 CHAIN LINK FENCE (TYPE CL-6) LF 14.0000 27,020.00 0.000 0 220 SECURITY FENCE (TYPE SF-8) LF 256.0000 18,944.00 0.000 0 221 6' SECURITY GATE (TYPE SF-7) EA 2,100.0000 2,100.00 0.000 0 222 8' CHAIN LINK GATE (TYPE CL-6) EA 1,100.0000 2,200.00 0.000 0 223 DELINEATOR (CLASS 1) EA 95.0000 3,325.00 0.000 0 224 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 0.000 0 (F) 227 CABLE RAILING LF 26.0000 15,496.00 0.000 0 (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 0.000 0 234 CONCRETE BARRIER (TYPE 60D) LF 121.0000 69,454.00 0.000 0 235 BLANK 0.0000 0.00 0.000 0 236 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 170.0000 37,400.00 0.000 0 (F) PROGRAM CAS145 PAGE 10 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 238 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 38.0000 1,900.00 0.000 0 239 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 140.0000 137,760.00 0.000 0 (F) 240 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,582.00 0.000 0 241 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 845.00 0.000 0 242 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3000 2,301.00 0.000 0 243 THERMOPLASTIC PAVEMENT MARKING SQFT 5.4000 4,158.00 0.000 0 244 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 384.00 0.000 0 (BROKEN 17-7) 245 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2700 17,496.00 5,910.000 1,595.70 21,122.000 5,702 246 PAINT PAVEMENT MARKING (2-COAT) SQFT 4.0000 4,080.00 443.000 1,772.00 443.000 1,772 247 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.3300 8,528.00 782.000 4,168.06 2,183.000 11,635 248 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 770.0000 770.00 0.050 38 SYSTEM ELEMENTS DURING CONSTRUCTION 249 SIGNAL AND LIGHTING (LOCATION 3) LS 300,000.0000 300,000.00 0.000 0 250 LIGHTING AND SIGN ILLUMINATION LS 265,000.0000 265,000.00 0.010 2,650.00 0.010 2,650 251 INTELLIGENT TRANSPORTATION SYSTEMS LS 555,000.0000 555,000.00 0.000 0 252 REMOVE EXISTING ELECTRICAL SYSTEMS LS 72,000.0000 72,000.00 0.400 28,800.00 0.500 36,000 253 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 12,320.00 185.000 2,590 257 COMMUNICATION PULL BOX EA 6,000.0000 6,000.00 0.000 0 258 TEMPORARY SIGNAL SYSTEM LS 25,867.0000 25,867.00 0.250 6,466.75 0.900 23,280 259 REMOVE IRRIGATION FACILITY LS 9,000.0000 9,000.00 0.700 6,300.00 0.800 7,200 260 CONCRETE BARRIER (TRANSITION) LF 1,750.0000 17,500.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/23/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-2HT114 TIME 10:02 AM ESTIMATE NO. 002 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 02/20/16 R.E. NAME: FOSTER, DALLIA DATE OF THIS ESTIMATE 02/23/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,893,659.73 4,541,423.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,893,659.73 4,541,423.93 261 MOBILIZATION LS 2,349,186.0000 2,349,186.00 0.250 587,296.50 0.750 1,761,889 ORIGINAL CONTRACT AMOUNT 26,587,424.07 TOTAL WORK COMPLETED 3,480,956.23 6,303,313.43 MATERIALS ON HAND ON SITE 38,010.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,480,956.23 6,341,323.43 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 10/19/16 37 11 0 0 24% 18% PROGRESS IS SATISFACTORY FOSTER, DALLIA RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/16