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 09/28/15 EST. NO. 035 TIME 01:12 PM R.E. NAME: VALEH, SYD 04-3A23U4 --------------------------------------------------------------------------- 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 0398 3,154.16 E.W. @ F.A.(+) 091714 N 0991.2 0399 1,196.20 091814 N 0992.2 4,350.36 TOTAL THIS ESTIMATE 2,332,685.25 TOTAL PREVIOUS ESTIMATE 2,337,035.61 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 09/28/15 EST. NO. 035 TIME 01:12 PM R.E. NAME: VALEH, SYD 04-3A23U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DAMAMGED ELECTRICAL -15,000.00 008 OUT OF STATE INSPECT -5,000.00 011 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SON-101-25.0/29.3 ---------------------------------- GHILOTTI CONSTRUCTION COMPANY ON ROUTE 101, BETWEEN AIRPORT BLVD INC INTERCHANGE AND WINDSOR RIVER ROAD 246 GHILOTTI AVENUE UNDERCROSSING IN SONOMA COUNTY SANTA ROSA, CA 95407 FED. AID NO. N O N E RECONSTRUCT THE EXISTING AIRPORT ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 1.000 3,000 002 TIME-RELATED OVERHEAD LS 987,000.0000 987,000.00 1.000 987,000 003 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 18,420.00 3,315.000 19,890 004 TEMPORARY FENCE (TYPE CL-6, SLATTED) LF 10.0000 26,800.00 904.000 9,040 005 TEMPORARY FENCE (TYPE ESA) LF 6.0000 29,460.00 7,799.000 46,794 006 18" TEMPORARY CULVERT LF 70.0000 13,300.00 806.000 56,420 007 36" TEMPORARY CULVERT LF 110.0000 20,900.00 190.000 20,900 008 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 1.000 100,000 009 PREPARE STORM WATER POLLUTION LS 3,000.0000 3,000.00 1.000 3,000 PREVENTION PLAN 010 DEWATERING AND NON-STORM WATER DISCHARGE LS 30,000.0000 30,000.00 1.000 30,000 CONTROL 011 TEMPORARY FIBER ROLL LF 2.0000 130,000.00 46,037.000 92,074 012 TEMPORARY SILT FENCE LF 2.0000 60,000.00 14,157.000 28,314 013 TEMPORARY CONSTRUCTION ENTRANCE EA 500.0000 25,000.00 42.000 21,000 014 TEMPORARY COVER SQYD 1.5000 45,000.00 16,631.000 24,946 015 TEMPORARY CHECK DAM LF 4.0000 9,200.00 3,504.000 14,016 016 MOVE-IN/MOVE-OUT EA 750.0000 9,000.00 29.000 21,750 (TEMPORARY EROSION CONTROL) 017 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 10,000.00 100.000 10,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 120,000.00 161,493.970 32,298 (BONDED FIBER MATRIX) 019 STREET SWEEPING LS 10,000.0000 10,000.00 1.000 10,000 020 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 021 TEMPORARY CONSTRUCTION ROADWAY CY 1.0000 2,000.00 0.000 0 022 TEMPORARY CREEK DIVERSION SYSTEM LS 30,000.0000 30,000.00 1.000 30,000 PROGRAM CAS145 PAGE 2 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAIN EVENT ACTION PLAN EA 500.0000 71,500.00 27.000 13,500 024 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 16,000.00 24.000 4,800 026 WATER QUALITY MONITORING REPORT EA 500.0000 8,000.00 22.000 11,000 027 WATER QUALITY SAMPLING AND ANALYSIS DAYS EA 150.0000 27,000.00 84.000 12,600 028 TEMPORARY TIMBER BULKHEAD EA 500.0000 1,000.00 0.000 0 029 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 030 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 1.000 450,000 031 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 850.00 345.000 1,725 032 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 21,805.00 87,046.000 30,466 033 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 3,900.00 106.000 3,180 034 TEMPORARY PAVEMENT MARKER EA 3.0000 3,150.00 1,221.000 3,663 035 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 1.000 50,000 036 TEMPORARY RAILING (TYPE K) LF 7.0000 296,800.00 43,540.000 304,780 037 TEMPORARY CRASH CUSHION MODULE EA 60.0000 28,200.00 359.000 21,540 038 TEMPORARY RETAINING WALL SQFT 13.0000 74,750.00 5,687.500 73,937 039 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 20,700.00 0.000 0 STRIPE (HAZARDOUS WASTE) 040 ABANDON SANITARY SEWER MANHOLE EA 2,000.0000 8,000.00 4.000 8,000 041 ABANDON SANITARY SEWER PIPE LF 17.0000 33,660.00 1,980.000 33,660 042 REMOVE CHAIN LINK FENCE LF 3.0000 33,300.00 10,936.000 32,808 043 REMOVE METAL BEAM GUARD RAILING LF 8.0000 13,280.00 2,133.000 17,064 044 REMOVE FLARED END SECTION EA 250.0000 250.00 1.000 250 045 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 16,920.00 27,221.250 12,249 046 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 14,940.00 8,368.000 3,765 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 1,600.00 63.000 126 048 REMOVE PAVEMENT MARKER EA 2.0000 6,360.00 3,255.000 6,510 049 REMOVE ROADSIDE SIGN EA 80.0000 5,600.00 70.000 5,600 PROGRAM CAS145 PAGE 3 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 3,000.0000 18,000.00 6.000 18,000 051 REMOVE SIGN PANEL EA 1,000.0000 5,000.00 6.000 6,000 052 REMOVE ASPHALT CONCRETE DIKE LF 7.0000 2,940.00 420.000 2,940 053 REMOVE CULVERT LF 17.0000 12,920.00 777.700 13,220 054 REMOVE INLET EA 600.0000 4,800.00 8.000 4,800 055 REMOVE HEADWALL EA 800.0000 14,400.00 18.000 14,400 056 REMOVE SEWER MANHOLE EA 1,000.0000 2,000.00 2.000 2,000 057 REMOVE SEWER PIPE LF 25.0000 625.00 25.000 625 058 REMOVE BASE AND SURFACING CY 10.0000 115,000.00 12,947.300 129,473 059 RELOCATE ROADSIDE SIGN-ONE POST EA 200.0000 200.00 5.000 1,000 060 RELOCATE ROADSIDE SIGN-TWO POST EA 300.0000 600.00 2.000 600 061 ADJUST INLET EA 1,000.0000 6,000.00 5.000 5,000 062 ADJUST FRAME AND COVER TO GRADE EA 600.0000 1,200.00 11.000 6,600 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 15.0000 8,250.00 933.000 13,995 064 REMOVE CONCRETE (CY) CY 150.0000 16,500.00 55.200 8,280 065 REMOVE CONCRETE SQYD 20.0000 12,600.00 625.900 12,518 066 REMOVE SACKED CONCRETE SLOPE CY 350.0000 2,800.00 60.200 21,070 PROTECTION 067 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 56,400.00 14,415.000 57,660 068 REMOVE ROCK SLOPE PROTECTION CY 50.0000 1,000.00 20.000 1,000 069 REMOVE CONCRETE SIDEWALK LF 10.0000 15,600.00 1,813.000 18,130 070 REMOVE CONCRETE BARRIER LF 35.0000 18,200.00 616.000 21,560 071 REMOVE CRASH CUSHION (SAND FILLED) EA 1,500.0000 1,500.00 1.000 1,500 072 BRIDGE REMOVAL LS 200,000.0000 200,000.00 1.000 200,000 073 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 1.000 30,000 074 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 1.000 200,000 075 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 1.000 40,000 076 ROADWAY EXCAVATION CY 8.0000 984,000.00 125,986.000 1,007,888 PROGRAM CAS145 PAGE 4 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y-1) CY 8.0000 249,600.00 31,142.000 249,136 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 079 ADL BURIAL LOCATION REPORT LS 3,000.0000 3,000.00 1.000 3,000 080 SETTLEMENT INSTRUMENTATION LS 33,000.0000 33,000.00 1.000 33,000 081 STRUCTURE EXCAVATION (BRIDGE) CY 80.0000 196,960.00 2,462.000 196,960 (F) 082 STRUCTURE EXCAVATION (RETAINING WALL) CY 15.0000 22,620.00 1,508.000 22,620 (F) 083 STRUCTURE BACKFILL (BRIDGE) CY 105.0000 135,555.00 1,291.000 135,555 (F) 084 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 91,890.00 3,063.000 91,890 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 21,350.00 305.000 21,350 (F) WALL) 086 CONCRETE BACKFILL FAST SETTING CY 700.0000 37,800.00 64.000 44,800 087 DITCH EXCAVATION CY 50.0000 28,000.00 2,333.100 116,655 088 RAMMED AGGREGATE PIERS/STONE COLUMNS LF 24.0000 868,800.00 37,878.000 909,072 089 IMPORTED BORROW CY 1.0000 105,000.00 92,758.000 92,758 090 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.0000 9,140.00 4,577.700 9,155 091 HIGHWAY PLANTING LS 35,000.0000 35,000.00 1.000 35,000 092 ROADSIDE CLEARING LS 35,000.0000 35,000.00 1.000 35,000 093 MULCH CY 40.0000 6,800.00 229.000 9,160 094 EROSION CONTROL (COMPOST BLANKET) CY 33.0000 86,790.00 2,194.220 72,409 095 FIBER ROLLS LF 2.0000 132,000.00 51,319.600 102,639 096 COMPOST (INCORPORATE) SQYD 5.0000 3,550.00 0.000 0 097 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 4,500.00 6.000 4,500 098 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,000.0000 195,000.00 38.201 191,005 099 ROLLED EROSION CONTROL PRODUCT SQFT 0.2500 106,500.00 412,498.750 103,124 (NETTING) 100 PLANT ESTABLISHMENT WORK LS 10,000.0000 10,000.00 0.200 2,000.00 1.000 10,000 101 IRRIGATION SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 102 3" SUPPLY LINE (BRIDGE) LF 75.0000 30,000.00 400.000 30,000 (F) 103 WATER METER EA 22,000.0000 66,000.00 3.000 66,000 PROGRAM CAS145 PAGE 5 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 8" CORRUGATED HIGH DENSITY LF 50.0000 11,500.00 230.000 11,500 POLYETHYLENE PIPE CONDUIT 105 4" WELDED STEEL PIPE CONDUIT LF 75.0000 4,800.00 0.000 0 (.237" THICK) 106 CLASS 4 AGGREGATE SUBBASE CY 15.0000 424,500.00 28,300.000 424,500 107 CLASS 3 AGGREGATE BASE CY 30.0000 417,000.00 13,916.000 417,480 108 LEAN CONCRETE BASE CY 105.0000 255,150.00 2,430.000 255,150 109 HOT MIX ASPHALT TON 80.0000 2,344,000.00 28,075.890 2,246,071 110 HOT MIX ASPHALT (OPEN GRADED) TON 105.0000 57,750.00 2,036.870 213,871 111 HOT MIX ASPHALT (LEVELING) TON 115.0000 26,450.00 284.220 32,685 112 DATA CORE LS 2,000.0000 2,000.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 800.00 1,186.000 9,488 114 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 12,320.00 1,601.000 12,808 115 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,160.00 1,654.000 13,232 116 PLACE HOT MIX ASPHALT SQYD 30.0000 6,300.00 210.000 6,300 (MISCELLANEOUS AREA) 117 TACK COAT TON 500.0000 19,500.00 25.770 12,885 118 FURNISH PILING (CLASS 90) LF 35.0000 26,880.00 768.000 26,880 119 DRIVE PILE (CLASS 90) EA 2,500.0000 35,000.00 14.000 35,000 120 FURNISH 24" CAST-IN-STEEL SHELL LF 90.0000 1,213,830.00 13,625.445 1,226,290 CONCRETE PILING 121 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 5,000.0000 850,000.00 171.000 855,000 PILE 122 16" CAST-IN-DRILLED-HOLE CONCRETE LF 70.0000 37,100.00 530.000 37,100 PILING (BARRIER) 123 16" CAST-IN-DRILLED-HOLE CONCRETE LF 60.0000 553,200.00 9,276.000 556,560 PILING (SOUND WALL) 124 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 1.000 250,000 125 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 450.0000 317,250.00 705.000 317,250 (F) 126 STRUCTURAL CONCRETE, BRIDGE CY 800.0000 2,824,000.00 3,530.000 2,824,000 (F) 127 STRUCTURAL CONCRETE, RETAINING WALL CY 400.0000 472,000.00 1,180.000 472,000 (F) 128 STRUCTURAL CONCRETE, SOUND WALL CY 1,000.0000 369,000.00 369.000 369,000 (F) 129 STRUCTURAL CONCRETE, APPROACH SLAB CY 700.0000 192,500.00 275.000 192,500 (F) (TYPE N) 130 STRUCTURAL CONCRETE, BOX CULVERT CY 850.0000 109,650.00 257.700 219,045 (F) PROGRAM CAS145 PAGE 6 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, WINGWALL CY 1,100.0000 10,780.00 0.000 0 (F) 132 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 235,500.00 166.480 249,720 (F) 133 ARCHITECTURAL TEXTURE (FRACTURED FIN) SQFT 9.0000 121,554.00 13,506.000 121,554 (F) 134 ANTI-GRAFFITI COATING SQFT 1.0000 18,976.00 40,641.000 40,641 (F) 135 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 18.0000 81,342.00 4,519.000 81,342 (F) 136 SOUND WALL (MASONRY BLOCK) SQFT 18.0000 1,532,574.00 85,143.000 1,532,574 (F) 137 JOINT SEAL (MR 1") LF 40.0000 3,320.00 83.000 3,320 138 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 200.0000 45,200.00 226.000 45,200 139 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 1,362,709.00 1,362,709.000 1,362,709 (F) 140 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 127,868.00 127,868.000 127,868 (F) 141 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 19,524.00 41,026.000 41,026 (F) 142 BAR REINFORCING STEEL (WINGWALL) LB 1.0000 500.00 0.000 0 (F) 143 FURNISH SIGN STRUCTURE (TRUSS) LB 3.5000 132,699.00 37,914.000 132,699 (F) 144 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 9,478.50 37,914.000 9,478 (F) 145 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 19,800.00 1,320.000 19,800 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,350.00 290.000 4,350 (0.063"-FRAMED) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,850.00 452.110 6,781 (0.080"-FRAMED) 148 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,200.0000 60,000.00 60.000 72,000 (SIGN FOUNDATION) 149 ROADSIDE SIGN - ONE POST EA 200.0000 4,600.00 26.000 5,200 150 ROADSIDE SIGN - TWO POST EA 300.0000 3,600.00 12.000 3,600 151 INSTALL SIGN OVERLAY SQFT 12.0000 600.00 50.000 600 152 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 5.0000 3,650.00 727.000 3,635 153 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 75.0000 88,500.00 1,341.400 100,605 154 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 75.0000 135,000.00 1,582.500 118,687 155 21" ALTERNATIVE PIPE CULVERT LF 175.0000 31,500.00 171.000 29,925 156 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 100.0000 43,000.00 430.000 43,000 157 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 100.0000 800.00 8.000 800 PROGRAM CAS145 PAGE 7 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 30" ALTERNATIVE PIPE CULVERT LF 100.0000 57,000.00 606.000 60,600 159 42" ALTERNATIVE PIPE CULVERT LF 150.0000 19,500.00 123.000 18,450 160 18" ALTERNATIVE SLOTTED PIPE LF 150.0000 6,000.00 40.000 6,000 161 36" REINFORCED CONCRETE PIPE LF 300.0000 21,600.00 72.000 21,600 162 12" CORRUGATED STEEL PIPE LF 50.0000 21,500.00 430.000 21,500 163 18" CORRUGATED STEEL PIPE (.079" THICK) LF 70.0000 4,410.00 63.000 4,410 164 DRAINAGE INLET MARKER EA 70.0000 1,050.00 16.000 1,120 165 WELDED STEEL PIPE CASING (BRIDGE) LF 150.0000 12,900.00 201.000 30,150 166 18" ALTERNATIVE FLARED END SECTION EA 350.0000 1,050.00 5.000 1,750 167 24" ALTERNATIVE FLARED END SECTION EA 450.0000 900.00 0.000 0 168 24" REINFORCED CONCRETE SEWER PIPE LF 1,000.0000 104,000.00 104.000 104,000 169 8" POLYVINYL CHLORIDE SEWER PIPE LF 100.0000 5,500.00 55.000 5,500 170 21" HIGH DENSITY POLYETHYLENE SEWER LF 280.0000 506,800.00 1,804.000 505,120 PIPE 171 ROCK SLOPE PROTECTION CY 220.0000 10,120.00 39.900 8,778 (FACING, METHOD B) 172 ROCK SLOPE PROTECTION CY 220.0000 18,920.00 79.550 17,501 (NO. 2, METHOD B) 173 CONCRETE (DITCH LINING) CY 250.0000 5,250.00 41.850 10,462 174 SLOPE PAVING (CONCRETE) CY 900.0000 77,400.00 86.000 77,400 (F) 175 SLOPE PAVING (MASONRY BLOCK) SQFT 21.0000 133,014.00 6,334.000 133,014 (F) 176 SACKED CONCRETE SLOPE PROTECTION CY 1,500.0000 40,500.00 27.000 40,500 177 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 980.00 456.600 913 178 MINOR CONCRETE (MISCELLANEOUS CY 400.0000 223,200.00 610.020 244,008 (F) CONSTRUCTION) 179 MISCELLANEOUS IRON AND STEEL LB 2.0000 37,156.00 19,013.000 38,026 (F) 180 BRIDGE DECK DRAINAGE SYSTEM LB 6.0000 48,492.00 8,082.000 48,492 (F) 181 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 61,000.00 6,812.500 68,125 182 8' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 1,500.00 2.000 1,500 183 DELINEATOR (CLASS 1) EA 35.0000 3,850.00 86.000 3,010 184 GUARD RAILING DELINEATOR EA 35.0000 280.00 19.000 665 PROGRAM CAS145 PAGE 8 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 OBJECT MARKER (TYPE L) EA 40.0000 40.00 1.000 40 186 OBJECT MARKER (TYPE P) EA 40.0000 2,600.00 49.000 1,960 187 METAL BEAM GUARD RAILING (WOOD POST) LF 17.0000 53,380.00 3,633.000 61,761 188 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 100.0000 77,400.00 774.000 77,400 (F) 189 CONCRETE BARRIER (TYPE K) LF 60.0000 8,400.00 140.000 8,400 (F) 190 TUBULAR HANDRAILING LF 55.0000 17,215.00 313.000 17,215 (F) 191 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 250.0000 96,250.00 385.000 96,250 (F) 192 TRANSITION RAILING (TYPE WB) EA 2,800.0000 19,600.00 8.000 22,400 193 END CAP (TYPE TC) EA 200.0000 1,400.00 8.000 1,600 194 END ANCHOR ASSEMBLY (TYPE SFT) EA 675.0000 3,375.00 7.000 4,725 195 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 11,200.00 4.000 11,200 196 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 12,000.00 7.000 14,000 197 CONCRETE BARRIER (TYPE 60C) LF 130.0000 20,800.00 218.000 28,340 198 CONCRETE BARRIER (TYPE 60R) LF 300.0000 48,000.00 194.000 58,200 199 CONCRETE BARRIER (TYPE 736) LF 130.0000 64,350.00 495.000 64,350 (F) 200 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 130.0000 226,460.00 1,742.000 226,460 (F) 201 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 29,540.00 43,907.000 30,734 202 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,260.00 4,077.000 4,077 203 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.3500 9,315.00 5,827.000 7,866 204 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 23,820.00 4,335.000 26,010 205 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 180.00 368.000 220 (BROKEN 6-1) 206 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 132.00 192.000 115 (YELLOW, BROKEN 6-1) 207 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 540.00 900.000 540 (BROKEN 17-7) 208 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 5,850.00 19,730.000 5,919 (BROKEN 34-14) 209 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 2,598.00 4,654.000 2,792 (BROKEN 18-12) 210 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 990.00 390.000 390 (BROKEN 8-4) 211 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.5000 7,245.00 2,058.000 7,203 PROGRAM CAS145 PAGE 9 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 5,425.00 1,504.000 5,264 213 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 500.0000 500.00 1.000 500 SYSTEM ELEMENTS DURING CONSTRUCTION 214 SIGNAL AND LIGHTING (LOCATION 1) LS 150,000.0000 150,000.00 1.000 150,000 215 SIGNAL AND LIGHTING (LOCATION 2) LS 140,000.0000 140,000.00 1.000 140,000 216 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 215,000.0000 215,000.00 1.000 215,000 217 LONG LEAD-IN LOOP DETECTOR LS 3,000.0000 3,000.00 1.000 3,000 218 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 1.000 350,000 (LOCATION 1) 219 LIGHTING AND SIGN ILLUMINATION LS 130,000.0000 130,000.00 1.000 130,000 (STAGE CONSTRUCTION) 220 INTERCONNECTION CONDUIT AND CABLE LS 45,000.0000 45,000.00 1.000 45,000 221 TRAFFIC OPERATIONS SYSTEM LS 340,000.0000 340,000.00 1.000 340,000 222 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 6,000.00 3.000 6,000 WIRELESS MODEM ASSEMBLY 223 TEMPORARY REINFORCED SILT FENCE LF 10.0000 30,000.00 2,039.000 20,390 224 TEMPORARY GRAVEL BAG BERM LF 15.0000 3,750.00 213.000 3,195 225 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 50,000.0000 50,000.00 1.000 50,000 226 NATURAL RESOURCE PROTECTION PLAN LS 6,000.0000 6,000.00 1.000 6,000 227 FISH PROTECTION LS 6,000.0000 6,000.00 1.000 6,000 228 PLANT (GROUP W) EA 15.0000 10,500.00 1,050.000 15,750 229 36" CONCRETE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 230 ROOT WAD REVETMENT LS 20,000.0000 20,000.00 1.000 20,000 PROGRAM CAS145 PAGE 10 DATE 09/28/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-3A23U4 TIME 01:12 PM ESTIMATE NO. 035 BID OPENING 10/17/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/03/15 R.E. NAME: VALEH, SYD DATE OF THIS ESTIMATE 09/28/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,000.00 26,147,292.50 ADJUSTMENT OF COMPENSATION 0.00 289,463.64 EXTRA WORK 4,350.36 2,047,571.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 6,350.36 28,484,328.11 231 MOBILIZATION LS 2,800,000.0000 2,800,000.00 1.000 2,800,000 ORIGINAL CONTRACT AMOUNT 28,704,936.50 TOTAL WORK COMPLETED 6,350.36 31,284,328.11 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 6,350.36 31,264,328.11 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/27/12 175 04/15/14 04/15/14 08/03/15 411 153 25 1 100% 100% VALEH, SYD RESIDENT ENGINEER PROGRAM CAS145 DATE 09/28/15