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 08/22/16 EST. NO. 005 TIME 02:13 PM R.E. NAME: KARL MIKEL 05-330784 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 7,073.40 E.W. @ F.A.(+) 060116 N 0002.0 7,073.40 TOTAL THIS ESTIMATE 8,532.48 TOTAL PREVIOUS ESTIMATE 15,605.88 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 08/22/16 EST. NO. 005 TIME 02:13 PM R.E. NAME: KARL MIKEL 05-330784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MULTIPLE SWPPP DOCS -331,626.90 005 SWPPP FAILURE-LEAKS -331,626.90 005 -663,253.80 -663,253.80 TOTAL DEDUCTIONS -663,253.80 -663,253.80 PROGRAM CAS145 PAGE 1 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 LOCATION RERUN PROGRESS ESTIMATE 05-SLO-46-46.0/50.2 ----------------------- BROSAMER & WALL, INC NEAR SHANDON FROM 0.2 MILE EAST OF 1777 OAKLAND BOULEVARD STE300 MCMILLIAN CANYON ROAD TO 0.4 MILE WALNUT CREEK, CA 94596 WEST OF LUCY BROWN ROAD FED. AID NO. N O N E CONVERT TO 4-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.250 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 500,000.00 22.000 22,000.00 34.000 34,000 004 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.500 7,500 005 TRAFFIC CONTROL SYSTEM LS 37,700.0000 37,700.00 0.068 2,563.60 0.068 2,563 006 TYPE III BARRICADE EA 65.0000 1,365.00 0.000 0 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 3,725.00 0.000 0 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.0500 141,750.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,200.00 0.000 0 010 TRAFFIC PLASTIC DRUM EA 40.0000 1,640.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,000.0000 12,000.00 0.068 816.00 0.068 816 012 TEMPORARY RAILING (TYPE K) LF 9.7000 46,172.00 1,440.000 13,968.00 1,440.000 13,968 013 TEMPORARY CRASH CUSHION MODULE EA 430.0000 12,040.00 0.000 0 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 40,000.00 0.000 0 SYSTEM 015 JOB SITE MANAGEMENT LS 61,800.0000 61,800.00 0.018 1,112.40 0.068 4,202 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.500 1,000 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 12,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 1,250.0000 7,500.00 1.000 1,250 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.4700 193,170.00 89,588.000 42,106.36 136,342.000 64,080 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 3.0500 46,665.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 5,120.00 2.000 320 024 TEMPORARY FIBER ROLL LF 2.1900 214,401.00 9,592.000 21,006.48 9,967.000 21,827 025 TEMPORARY LARGE SEDIMENT BARRIER LF 7.9000 349,180.00 5,520.000 43,608.00 11,640.000 91,956 026 TEMPORARY CONSTRUCTION ENTRANCE EA 3,100.0000 31,000.00 2.000 6,200.00 3.000 9,300 027 STREET SWEEPING LS 45,300.0000 45,300.00 0.100 4,530 028 TEMPORARY CONCRETE WASHOUT LS 10,700.0000 10,700.00 0.100 1,070.00 0.200 2,140 029 TEMPORARY FENCE (TYPE ESA) LF 1.8200 5,787.60 1,769.000 3,219 030 WORK AREA MONITORING (BRIDGE) LS 15,100.0000 15,100.00 0.000 0 031 TREATED WOOD WASTE LB 0.5000 2,490.00 0.000 0 032 BIRD EXCLUSION DEVICES LS 16,100.0000 16,100.00 0.000 0 033 ABANDON CULVERT (EA) EA 910.0000 18,200.00 0.000 0 034 REMOVE FENCE LF 1.5000 63,900.00 5,181.000 7,771.50 20,449.000 30,673 035 REMOVE TRASH CONTAINER LID EA 72.0000 1,368.00 0.000 0 036 REMOVE GUARDRAIL LF 10.0000 6,700.00 0.000 0 037 REMOVE FLARED END SECTION EA 600.0000 5,400.00 0.000 0 038 REMOVE IRRIGATION FACILITY LS 1,500.0000 1,500.00 0.000 0 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 21,800.00 0.000 0 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 2,650.00 0.000 0 041 REMOVE PAVEMENT MARKER EA 0.5000 1,950.00 0.000 0 042 REMOVE ROADSIDE SIGN EA 200.0000 400.00 0.000 0 043 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 22.0000 8,580.00 0.000 0 044 REMOVE CULVERT (LF) LF 23.0000 89,700.00 100.000 2,300 045 REMOVE INLET EA 390.0000 3,900.00 1.000 390 046 REMOVE HEADWALL EA 570.0000 17,100.00 0.000 0 047 REMOVE ROCK SLOPE PROTECTION (CY) CY 9.4000 66,082.00 6,352.000 59,708 048 RECONSTRUCT PRECAST CONCRETE SPLIT LF 110.0000 880.00 0.000 0 RAIL FENCE 049 RELOCATE GATE EA 600.0000 600.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE BOULDER EA 510.0000 2,550.00 0.000 0 051 RELOCATE ROADSIDE SIGN EA 230.0000 12,420.00 0.000 0 052 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 19,660.00 0.000 0 054 REMOVE CONCRETE (STRUCTURE) CY 280.0000 21,280.00 0.000 0 055 SAND BACKFILL CY 33.0000 7,260.00 0.000 0 056 BRIDGE REMOVAL LS 70,000.0000 70,000.00 0.000 0 057 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 0.200 60,000.00 0.550 165,000 058 DEVELOP WATER SUPPLY LS 230,000.0000 230,000.00 1.000 230,000 059 DUST PALLIATIVE LS 75,400.0000 75,400.00 0.060 4,524.00 0.160 12,064 060 ROADWAY EXCAVATION CY 6.5000 4,972,500.00 83,525.000 542,912.50 176,036.000 1,144,234 061 STRUCTURE EXCAVATION (BRIDGE) CY 22.0000 42,526.00 1,159.800 25,515 (F) 062 STRUCTURE BACKFILL (BRIDGE) CY 58.0000 100,340.00 5.500 319.00 11.000 638 (F) 063 STRUCTURE BACKFILL (SLURRY CEMENT) CY 140.0000 12,040.00 0.000 0 (F) 064 ROADSIDE CLEARING LS 14,500.0000 14,500.00 0.000 0 065 ROCK BLANKET SQFT 35.0000 29,050.00 0.000 0 066 SOIL AMENDMENT CY 100.0000 600.00 0.000 0 067 ORGANIC FERTILIZER LB 6.0000 156.00 0.000 0 068 PLANT (GROUP A) EA 10.0000 720.00 0.000 0 069 PLANT (GROUP U) EA 120.0000 3,480.00 0.000 0 070 WOOD MULCH CY 75.0000 21,750.00 0.000 0 071 ROOT PROTECTOR EA 105.0000 11,550.00 0.000 0 072 ENTRY SIGN STRUCTURE EA 3,500.0000 3,500.00 0.000 0 073 CHECK AND TEST EXISTING IRRIGATION LS 2,500.0000 2,500.00 0.000 0 FACILITIES 074 TREE WELL SPRINKLER ASSEMBLY EA 20.5000 615.00 0.000 0 075 POP-UP SPRINKLER ASSEMBLY EA 35.0000 35.00 0.000 0 076 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 1,980.00 0.000 0 (F) LINE) PROGRAM CAS145 PAGE 4 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 640.00 0.000 0 (F) (SUPPLY LINE) 078 4"SCHEDULE 40 PVC PIPE CONDUIT LF 81.0000 648.00 0.000 0 079 2" WELDED STEEL PIPE CONDUIT LF 35.0000 3,850.00 0.000 0 080 PRECAST CONCRETE BENCH EA 2,300.0000 4,600.00 0.000 0 081 PRECAST CONCRETE PICNIC TABLE EA 4,000.0000 4,000.00 0.000 0 082 PRECAST CONCRETE SPLIT RAIL FENCE LF 39.0000 10,530.00 0.000 0 083 PREFABRICATED TRASH CONTAINER LID EA 640.0000 8,320.00 0.000 0 084 PREFABRICATED RECYCLE CONTAINER LID EA 740.0000 4,440.00 0.000 0 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,250.0000 7,500.00 0.000 0 086 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.3500 191,100.00 0.000 0 087 HYDROMULCH SQFT 0.0200 34,000.00 0.000 0 088 COMPOST SOCK LF 4.1000 14,063.00 0.000 0 089 COMPOST BERM LF 4.9100 48,952.70 0.000 0 090 STRAW SQFT 0.0200 34,000.00 0.000 0 091 HYDROSEED SQFT 0.0500 221,000.00 0.000 0 092 COMPOST (CY) CY 34.4600 995,894.00 0.000 0 093 INCORPORATE MATERIALS SQFT 0.0200 13,940.00 0.000 0 094 CLASS 1 AGGREGATE SUBBASE CY 24.0000 2,736,000.00 0.000 0 095 CLASS 2 AGGREGATE BASE (CY) CY 43.0000 468,700.00 909.000 39,087.00 966.800 41,572 096 LEAN CONCRETE BASE CY 130.0000 58,500.00 0.000 0 097 HOT MIX ASPHALT (TYPE A) TON 70.0000 3,465,000.00 0.000 0 098 SHOULDER RUMBLE STRIP STA 35.0000 5,950.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 099 DATA CORE LS 5,000.0000 5,000.00 0.000 0 100 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 5,760.00 0.000 0 101 PLACE HOT MIX ASPHALT SQYD 20.0000 280.00 0.000 0 (MISCELLANEOUS AREA) 102 TACK COAT TON 660.0000 7,920.00 0.000 0 103 CONTINUOUSLY REINFORCED CONCRETE CY 153.0000 9,149,400.00 0.000 0 PAVEMENT PROGRAM CAS145 PAGE 5 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 SHOULDER RUMBLE STRIP STA 130.0000 96,200.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 105 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 5.3000 1,219.00 0.000 0 106 FURNISH STEEL PILING (HP 10 X 57) LF 35.0000 192,010.00 2,741.500 95,952 107 DRIVE STEEL PILE (HP 10 X 57) EA 1,700.0000 316,200.00 98.000 166,600 108 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 0.000 0 109 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 250.0000 61,250.00 138.000 34,500 (F) 110 STRUCTURAL CONCRETE, BRIDGE CY 630.0000 1,359,540.00 204.870 129,068.10 204.870 129,068 (F) 111 STRUCTURAL CONCRETE, APPROACH SLAB CY 550.0000 119,900.00 0.000 0 (F) (TYPE N MODIFIED) 112 STRUCTURAL CONCRETE, BOX CULVERT CY 460.0000 1,830,800.00 231.570 106,522.20 464.570 213,702 (F) 113 PRECAST CONCRETE,BOX CULVERT LF 960.0000 163,200.00 0.000 0 114 MINOR CONCRETE (MINOR STRUCTURE) CY 2,000.0000 220,000.00 0.000 0 115 TEMPORARY DRAINAGE INLET CY 2,500.0000 8,250.00 0.000 0 116 TEMPORARY JUNCTION STRUCTURE CY 2,100.0000 12,600.00 0.000 0 117 JOINT SEAL (MR 1 1/2") LF 55.0000 11,000.00 0.000 0 118 JOINT SEAL (MR 2") LF 54.0000 9,720.00 0.000 0 119 BAR REINFORCING STEEL (BRIDGE) LB 0.7000 357,737.10 79,894.000 55,925.80 106,811.800 74,768 (F) 120 BAR REINFORCING STEEL (BOX CULVERT) LB 0.7600 648,143.96 109,849.000 83,485.24 158,911.000 120,772 (F) 121 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.3000 365.20 0.000 0 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE 1X) 122 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.8000 1,848.00 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE 1X) 123 ROADSIDE SIGN - ONE POST EA 230.0000 16,100.00 0.000 0 124 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.3000 1,992.00 0.000 0 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.8000 6,600.00 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE X1) 126 RETROREFLECTIVE SHEETING (TYPE X1) SQFT 7.0000 6,860.00 0.000 0 127 BAT HABITAT EA 2,200.0000 8,800.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 CONCRETE STAINING SQYD 15.0000 34,650.00 0.000 0 129 12" ALTERNATIVE PIPE CULVERT LF 87.0000 7,047.00 0.000 0 130 18" ALTERNATIVE PIPE CULVERT LF 50.0000 38,500.00 0.000 0 131 24" ALTERNATIVE PIPE CULVERT LF 51.0000 148,920.00 0.000 0 132 30" ALTERNATIVE PIPE CULVERT LF 73.0000 18,250.00 0.000 0 133 36" ALTERNATIVE PIPE CULVERT LF 83.0000 8,300.00 0.000 0 134 48" ALTERNATIVE PIPE CULVERT LF 130.0000 54,600.00 0.000 0 135 CONCRETE BACKFILL (PIPE TRENCH) CY 140.0000 13,300.00 0.000 0 136 12" TEMPORARY CULVERT LF 43.0000 12,040.00 0.000 0 137 18" TEMPORARY CULVERT LF 50.0000 32,000.00 0.000 0 138 24" TEMPORARY CULVERT LF 62.0000 6,200.00 0.000 0 139 36" REINFORCED CONCRETE PIPE LF 130.0000 187,200.00 160.000 20,800 140 42" REINFORCED CONCRETE PIPE LF 160.0000 153,600.00 0.000 0 141 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 44.0000 1,804.00 0.000 0 (.079" THICK) 142 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 46.0000 9,200.00 0.000 0 (.079" THICK) 143 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 62.0000 10,540.00 0.000 0 (.138" THICK) 144 12" ENTRANCE TAPER EA 430.0000 2,150.00 0.000 0 145 12" DOWNDRAIN SLIP JOINT EA 310.0000 1,550.00 0.000 0 146 12" ANCHOR ASSEMBLY EA 430.0000 2,150.00 0.000 0 147 DRAINAGE INLET MARKER EA 150.0000 1,200.00 0.000 0 148 36" CORRUGATED STEEL PIPE INLET LF 260.0000 5,720.00 0.000 0 (.138" THICK) 149 18" CORRUGATED STEEL PIPE ENERGY EA 490.0000 1,470.00 0.000 0 DISSIPATOR (.064" THICK) 150 24" CORRUGATED STEEL PIPE ENERGY EA 540.0000 1,080.00 0.000 0 DISSIPATOR (.064" THICK) 151 6" WELDED STEEL PIPE (.134" THICK) LF 50.0000 6,000.00 0.000 0 152 10" WELDED STEEL PIPE (.250" THICK) LF 60.0000 35,400.00 132.000 7,920.00 132.000 7,920 153 16"WELDED STEEL PIPE (.250"THICK) LF 80.0000 62,400.00 400.500 32,040.00 400.500 32,040 154 12" ALTERNATIVE FLARED END SECTION EA 320.0000 1,280.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 155 18" ALTERNATIVE FLARED END SECTION EA 370.0000 1,480.00 0.000 0 156 24" ALTERNATIVE FLARED END SECTION EA 610.0000 8,540.00 0.000 0 157 30" ALTERNATIVE FLARED END SECTION EA 1,100.0000 3,300.00 0.000 0 158 36" ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0 159 ROCK SLOPE PROTECTION (2T, METHOD A) CY 85.0000 1,436,500.00 473.000 40,205.00 473.000 40,205 160 ROCK SLOPE PROTECTION (1T, METHOD A) CY 70.0000 819,000.00 0.000 0 161 ROCK SLOPE PROTECTION CY 82.0000 774,900.00 252.000 20,664.00 252.000 20,664 (1/4 T, METHOD B) (CY) 162 ROCK SLOPE PROTECTION CY 89.0000 474,370.00 0.000 0 (LIGHT, METHOD B) (CY) 163 ROCK SLOPE PROTECTION CY 94.0000 285,760.00 0.000 0 (NO. 3, METHOD B) (CY) 164 ROCK SLOPE PROTECTION (NO. 1, METHOD B) CY 95.0000 612,750.00 138.000 13,110.00 138.000 13,110 (CY) 165 CONCRETE (DITCH LINING) CY 500.0000 80,000.00 0.000 0 166 CONCRETE (CONCRETE APRON) CY 550.0000 52,250.00 0.000 0 167 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5000 14,730.00 0.000 0 168 ROCK SLOPE PROTECTION FABRIC (CLASS 10) SQYD 2.0000 34,600.00 432.000 864.00 432.000 864 169 MINOR CONCRETE (CURB) (LF) LF 60.0000 43,800.00 0.000 0 170 MINOR CONCRETE(PCC DIKE,TYPE D) LF 60.0000 12,600.00 0.000 0 171 MINOR CONCRETE(PCC DIKE,TYPE E) LF 40.0000 256,800.00 0.000 0 172 MINOR CONCRETE(PCC DIKE,TYPE F) LF 60.0000 300.00 0.000 0 173 MINOR CONCRETE (GUTTER) (CY) CY 800.0000 3,440.00 0.000 0 174 MINOR CONCRETE (HIGH SIDE SUPER DITCH) CY 1,000.0000 76,000.00 0.000 0 175 MINOR CONCRETE (MISCELLANEOUS CY 800.0000 144,000.00 28.900 23,120 CONSTRUCTION) 176 MISCELLANEOUS IRON AND STEEL LB 1.7000 19,084.20 0.000 0 (F) 177 MISCELLANEOUS METAL (BRIDGE) LB 9.1000 13,258.70 0.000 0 (F) 178 BRIDGE DECK DRAINAGE SYSTEM LB 10.0000 18,470.00 0.000 0 (F) 179 TEMPORARY FRAME AND GRATE LB 2.1000 1,617.00 0.000 0 180 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 3.7500 142,125.00 5,484.000 20,565.00 12,390.000 46,462 181 FENCE (TYPE WM, MODIFIED) LF 8.2500 113,025.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 20.0000 1,840.00 0.000 0 183 8' WIRE MESH GATE EA 125.0000 1,000.00 0.000 0 184 SURVEY MONUMENT (TYPE A) EA 450.0000 9,000.00 0.000 0 185 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 0.000 0 186 MILEPOST MARKER EA 60.0000 600.00 0.000 0 187 OBJECT MARKER (TYPE P) EA 70.0000 280.00 0.000 0 188 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 30.0000 5,400.00 0.000 0 189 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 53,300.00 0.000 0 190 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 191 CABLE RAILING LF 30.0000 28,800.00 0.000 0 192 TRANSITION RAILING (TYPE WB-31) EA 3,300.0000 13,200.00 0.000 0 193 RAIL TENSIONING ASSEMBLY EA 700.0000 1,400.00 0.000 0 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 700.00 0.000 0 195 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0 196 ALTERNATIVE CRASH CUSHION SYSTEM EA 7,500.0000 15,000.00 0.000 0 197 CALIFORNIA ST-70 BRIDGE RAIL LF 360.0000 351,360.00 0.000 0 (F) (MODIFIED) 198 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3800 29,184.00 0.000 0 199 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 625.00 0.000 0 200 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 6,376.50 0.000 0 201 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 12,210.00 0.000 0 202 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 12,725.00 0.000 0 (BROKEN 36-12) 203 PAINTED STALL LINES AND PAVEMENT SQFT 2.5500 2,065.50 0.000 0 MARKINGS 204 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.8500 8,843.00 0.000 0 205 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 11,080.00 0.000 0 206 LIGHTING LS 95,000.0000 95,000.00 0.000 0 207 INDUCTIVE LOOP DETECTOR (LS) LS 25,100.0000 25,100.00 0.000 0 208 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 209 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 60.0000 13,200.00 0.000 0 (STEEL POST) PROGRAM CAS145 PAGE 10 DATE 08/22/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-330784 TIME 02:13 PM ESTIMATE NO. 005 BID OPENING 01/12/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/16 R.E. NAME: KARL MIKEL DATE OF THIS ESTIMATE 08/22/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,319,434.18 3,017,069.27 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,073.40 15,605.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,326,507.58 3,032,675.15 210 MOBILIZATION LS 4,100,097.5400 4,100,097.54 0.500 2,050,048 ORIGINAL CONTRACT AMOUNT 42,370,788.00 TOTAL WORK COMPLETED 1,326,507.58 5,082,723.92 MATERIALS ON HAND ON SITE 168,038.22 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -663,253.80 -663,253.80 TOTAL 663,253.78 4,587,508.34 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 02/25/16 500 07/05/16 07/05/16 07/09/18 34 0 0 0 12% 7% PROGRESS IS SATISFACTORY KARL MIKEL RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/16