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 01/26/15 EST. NO. 024 TIME 08:54 AM R.E. NAME: DUNCAN, RICHARD 04-2640K4 --------------------------------------------------------------------------- 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 0048 350.52 E.W. @ F.A.(+) 121814 N 0240.0 350.52 TOTAL THIS ESTIMATE 1,916,119.99 TOTAL PREVIOUS ESTIMATE 1,916,470.51 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 01/26/15 EST. NO. 024 TIME 08:54 AM R.E. NAME: DUNCAN, RICHARD 04-2640K4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF STATE INSPECT -5,000.00 013 SWPPP -100,000.00 013 SWPP 100,000.00 014 0.00 -5,000.00 TOTAL DEDUCTIONS 0.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 LOCATION PROGRESS ESTIMATE 04-SON-101-3.4/4.1 ----------------- GHILOTTI-MYERS JV IN SONOMA COUNTY IN AND NEAR 525 JACOBY STREET PETALUMA FROM AT ROUTE 101/116 SAN RAFAEL, CA 94901 INTERCHANGE______________________ FED. AID NO. N O N E WIDEN ROUTE 101, RECONSTRUCT HWY ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.977 2,442 002 TEMPORARY FENCE (TYPE ESA) LF 3.0000 12,630.00 6,135.000 18,405 003 18" TEMPORARY CULVERT LF 62.0000 25,420.00 449.000 27,838 004 CONSTRUCTION SITE MANAGEMENT LS 36,000.0000 36,000.00 0.978 35,208 005 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 0.750 3,000 PREVENTION PLAN 006 BIRD NESTING REMOVAL AND PREVENTION LS 10,000.0000 10,000.00 1.000 10,000 007 TEMPORARY FIBER ROLL LF 3.0000 28,080.00 10,150.000 30,450 008 TEMPORARY SILT FENCE LF 2.8000 30,520.00 5,920.000 16,576 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 8.000 24,000 010 TEMPORARY COVER SQYD 4.0000 4,920.00 2,222.000 8,888 011 TEMPORARY CHECK DAM LF 6.0000 3,000.00 0.000 0 012 MOVE-IN/MOVE-OUT EA 500.0000 4,000.00 9.000 4,500 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 95.0000 5,700.00 29.000 2,755 014 TEMPORARY HYDRAULIC MULCH SQYD 1.7000 22,440.00 33,833.000 57,516 (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 20,000.0000 20,000.00 0.977 19,540 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.977 14,655 017 RAIN EVENT ACTION PLAN EA 500.0000 67,500.00 1.000 500.00 30.000 15,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 195.0000 15,990.00 30.000 5,850 020 TIME-RELATED OVERHEAD (LS) LS 1,882,630.0000 1,882,630.00 0.948 1,784,733 021 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.950 23,750 022 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 0.950 427,500 PROGRAM CAS145 PAGE 2 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE III BARRICADE EA 50.0000 150.00 3.000 150 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 3,475.00 284.000 710 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 23,760.00 41,275.000 22,701 026 TEMPORARY PAVEMENT MARKER EA 5.0000 6,400.00 1,917.000 9,585 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 0.950 4,750 028 TEMPORARY RAILING (TYPE K) LF 6.0000 148,800.00 26,720.000 160,320 029 TEMPORARY CRASH CUSHION MODULE EA 75.0000 7,200.00 137.000 10,275 030 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,000.0000 5,000.00 7.000 7,000 SYSTEM (TYPE 1) 031 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,000.0000 22,000.00 9.000 18,000 SYSTEM (TYPE 2) 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0000 10,900.00 3,950.000 3,950 STRIPE (HAZARDOUS WASTE) 033 NOISE MONITORING LS 5,000.0000 5,000.00 1.000 5,000 034 ABANDON CULVERT (LF) LF 6.5000 1,235.00 114.000 741 035 ABANDON SANITARY SEWER PIPE LF 16.0000 3,520.00 0.000 0 036 REMOVE CHAIN LINK FENCE LF 5.0000 8,850.00 2,091.000 10,455 037 REMOVE METAL BEAM GUARD RAILING LF 5.0000 8,550.00 1,704.180 8,520 038 REMOVE DOUBLE THRIE BEAM BARRIER LF 6.0000 8,700.00 850.000 5,100 039 REMOVE FLARED END SECTION EA 225.0000 225.00 1.000 225 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 10,440.00 5,096.000 2,038 041 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 7,410.00 168.000 504 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 6,600.00 7,816.000 3,126 043 REMOVE PAVEMENT MARKER EA 1.0000 1,940.00 1,113.000 1,113 044 REMOVE ROADSIDE SIGN EA 100.0000 1,900.00 3.000 300 045 REMOVE SIGN FROM ELECTROLIER EA 250.0000 750.00 0.000 0 046 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 4,000.00 1.000 4,000 047 REMOVE CULVERT (LF) LF 21.0000 50,190.00 1,684.000 35,364 048 REMOVE INLET EA 500.0000 7,500.00 11.000 5,500 049 REMOVE SANITARY SEWER PIPE LF 108.0000 4,320.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 5.0000 25,850.00 170.000 850 051 REMOVE BASE AND SURFACING CY 9.0000 10,080.00 1,290.410 11,613 052 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 0.000 0 053 ADJUST INLET EA 1,100.0000 5,500.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 13,970.00 428.000 4,708 055 REMOVE CONCRETE (CY) CY 64.0000 42,240.00 34.000 2,176 056 REMOVE CONCRETE BARRIER LF 25.0000 32,500.00 1,348.000 33,700 057 BRIDGE REMOVAL LS 290,000.0000 290,000.00 1.000 290,000 058 BRIDGE REMOVAL (PORTION) LS 75,000.0000 75,000.00 1.000 75,000 059 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 060 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.950 4,750 061 ROADWAY EXCAVATION CY 12.5000 220,000.00 12,364.060 154,550 062 ROADWAY EXCAVATION (TYPE Y-1) CY 12.5000 18,750.00 1,480.000 18,500 (AERIALLY DEPOSITED LEAD) 063 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 0.950 3,800 064 ADL BURIAL LOCATION REPORT LS 4,000.0000 4,000.00 1.000 4,000 065 STRUCTURE EXCAVATION (BRIDGE) CY 85.0000 114,835.00 1,351.000 114,835 (F) 066 STRUCTURE EXCAVATION (TYPE D) CY 100.0000 144,400.00 1,464.000 146,400 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 63,780.00 156.000 3,120.00 3,118.000 62,360 (F) 068 STRUCTURE EXCAVATION (TYPE D) CY 30.0000 1,290.00 0.000 0 (F) (CRASH WALL) 069 STRUCTURE BACKFILL (BRIDGE) CY 80.0000 172,240.00 106.000 8,480.00 2,099.000 167,920 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 29.0000 127,861.00 400.000 11,600.00 2,436.000 70,644 (F) 071 STRUCTURE BACKFILL (CRASH WALL) CY 55.0000 1,320.00 0.000 0 (F) 072 SAND BACKFILL CY 125.0000 6,875.00 7.300 912 073 IMPORTED BORROW (CY) CY 2.0000 52,400.00 26,200.000 52,400 074 IMPORTED BIOFILTRATION SOIL CY 63.0000 56,070.00 0.000 0 075 FIBER ROLLS LF 2.5000 9,375.00 0.000 0 076 COMPOST (INCORPORATE) SQYD 5.8500 46,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0 078 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1400 27,160.00 0.000 0 079 ROLLED EROSION CONTROL PRODUCT SQFT 0.2800 34,160.00 0.000 0 (NETTING) 080 8" CORRUGATED HIGH DENSITY LF 31.0000 2,294.00 0.000 0 POLYETHYLENE PIPE CONDUIT 081 8" WELDED STEEL PIPE CONDUIT LF 77.0000 11,550.00 0.000 0 (.250" THICK) 082 CLASS 4 AGGREGATE SUBBASE CY 14.0000 172,200.00 7,838.000 109,732 083 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 49,700.00 1,304.810 45,668 084 LEAN CONCRETE BASE CY 130.0000 786,500.00 3,427.000 445,510 085 CRACK TREATMENT LNMI 5,000.0000 12,500.00 0.000 0 086 HOT MIX ASPHALT TON 92.5000 1,415,250.00 9,273.760 857,822 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 442,000.00 1,255.400 125,540 088 DATA CORE LS 5,000.0000 5,000.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 201.00 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 4,560.00 0.000 0 091 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 114.00 0.000 0 092 PLACE HOT MIX ASPHALT SQYD 150.0000 300.00 0.000 0 (MISCELLANEOUS AREA) 093 TACK COAT TON 400.0000 7,200.00 13.670 5,468 094 FURNISH PILING (CLASS 90) LF 25.0000 126,900.00 5,076.000 126,900 (ALTERNATIVE "X") 095 DRIVE PILE (CLASS 90) EA 1,700.0000 122,400.00 67.000 113,900 (ALTERNATIVE "X") 096 FURNISH PILING (CLASS 140) LF 25.0000 38,375.00 1,535.000 38,375 (ALTERNATIVE "X") 097 DRIVE PILE (CLASS 140) EA 1,700.0000 30,600.00 18.000 30,600 (ALTERNATIVE "X") 098 FURNISH PILING (CLASS 200) LF 25.0000 512,350.00 21,354.000 533,850 (ALTERNATIVE "X") 099 DRIVE PILE (CLASS 200) EA 1,700.0000 532,100.00 330.000 561,000 (ALTERNATIVE "X") 100 16" CAST-IN-DRILLED-HOLE CONCRETE LF 15.0000 244,500.00 9,196.000 137,940 PILING (SOUND WALL) 101 PRESTRESSING CAST-IN-PLACE CONCRETE LS 280,000.0000 280,000.00 0.290 81,200.00 1.000 280,000 102 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 255,000.00 856.000 256,800 (F) 103 STRUCTURAL CONCRETE, BRIDGE CY 600.0000 3,213,000.00 5,355.000 3,213,000 (F) PROGRAM CAS145 PAGE 5 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE (CRASH WALL) CY 350.0000 28,350.00 0.000 0 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 375.0000 596,250.00 223.000 83,625.00 1,205.000 451,875 (F) 106 STRUCTURAL CONCRETE, SOUND WALL CY 1,000.0000 13,000.00 13.000 13,000 107 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 134,000.00 80.000 40,000 (F) (TYPE N) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,125.0000 146,250.00 84.800 95,400 109 MINOR CONCRETE (BACKFILL) CY 150.0000 21,000.00 182.300 27,345 110 ANTI-GRAFFITI COATING SQFT 0.7000 21,070.00 33,000.000 23,100 111 FRACTURED RIB TEXTURE SQFT 3.5000 46,900.00 4,395.000 15,382.50 5,707.000 19,974 112 DRILL AND BOND DOWEL LF 20.0000 8,440.00 422.000 8,440 113 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 96,270.00 6,418.000 96,270 (F) 114 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 14.0000 383,600.00 21,525.000 301,350 115 JOINT SEAL ASSEMBLY (MR 4") LF 200.0000 14,000.00 70.000 14,000 116 JOINT SEAL ASSEMBLY (MR 6") LF 500.0000 34,000.00 0.000 0 117 JOINT SEAL (MR 2") LF 65.0000 6,110.00 0.000 0 118 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 1,428,584.40 1,599,039.000 1,439,135 (F) 119 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 198,377.00 29,814.000 29,814.00 176,096.000 176,096 (F) 120 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 11,160.00 0.000 0 (F) 121 HEADED BAR REINFORCEMENT EA 10.0000 2,670.00 267.000 2,670 (F) 122 FURNISH SIGN STRUCTURE (TRUSS) LB 3.2500 149,500.00 0.000 0 (F) 123 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1300 5,980.00 0.000 0 (F) 124 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 7,005.00 0.000 0 (F) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 3,570.00 0.000 0 (0.063"-UNFRAMED) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 850.00 0.000 0 (0.080"-UNFRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 4,250.00 0.000 0 (0.080"-FRAMED) 128 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 200.0000 13,000.00 40.000 8,000 (SIGN FOUNDATION) 129 METAL (RAIL MOUNTED SIGN) LB 18.0000 8,640.00 0.000 0 130 ROADSIDE SIGN - ONE POST EA 200.0000 2,200.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROADSIDE SIGN - TWO POST EA 300.0000 1,200.00 0.000 0 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 2,450.00 0.000 0 METHOD) 133 PAINT POSTMILE MARKINGS EA 150.0000 900.00 0.000 0 134 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 78.0000 117,780.00 657.000 51,246 135 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 66.0000 191,400.00 2,616.000 172,656 136 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 120.0000 68,400.00 547.000 65,640 137 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 80.0000 16,800.00 202.000 16,160 138 8" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 320.00 0.000 0 139 18" CORRUGATED STEEL PIPE (.109" THICK) LF 107.0000 20,330.00 84.000 8,988 140 3" PLASTIC PIPE UNDERDRAIN LF 50.0000 2,450.00 0.000 0 141 6" PLASTIC PIPE UNDERDRAIN LF 5.0000 2,250.00 499.000 2,495 142 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 10,000.00 0.000 0 143 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.0000 1,680.00 0.000 0 144 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 100.0000 48,000.00 0.000 0 145 DRAINAGE INLET MARKER EA 50.0000 100.00 0.000 0 146 JACKED 54" WELDED STEEL PIPE CASING LF 1,500.0000 130,500.00 0.000 0 147 18" ALTERNATIVE FLARED END SECTION EA 400.0000 2,000.00 3.000 1,200 148 24" ALTERNATIVE FLARED END SECTION EA 475.0000 475.00 1.000 475 149 30" ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 1.000 700 150 INLET DEPRESSION EA 800.0000 1,600.00 0.000 0 151 36" CONCRETE CYLINDER SEWER PIPE LF 1,000.0000 300,000.00 0.000 0 152 ROCK SLOPE PROTECTION CY 175.0000 14,175.00 29.600 5,180 (LIGHT, METHOD B) (CY) 153 ROCK SLOPE PROTECTION CY 175.0000 350.00 0.000 0 (NO. 3, METHOD B) (CY) 154 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 1,540.00 79.500 556 155 MINOR CONCRETE (MISCELLANEOUS CY 370.0000 44,400.00 0.000 0 CONSTRUCTION) 156 MINOR CONCRETE (TEXTURED PAVING) SQFT 6.5000 32,760.00 0.000 0 157 MINOR CONCRETE (ANCHOR BLOCK) CY 1,000.0000 23,000.00 23.000 23,000 PROGRAM CAS145 PAGE 7 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MISCELLANEOUS IRON AND STEEL LB 1.5000 26,781.00 10,790.000 16,185 (F) 159 CHAIN LINK FENCE (TYPE CL-6) LF 35.0000 10,850.00 310.000 10,850 160 12' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 3.000 4,500 161 CONCRETE MEDIAN BARRIER MARKER EA 30.0000 2,730.00 0.000 0 162 DELINEATOR (CLASS 1) EA 40.0000 2,760.00 0.000 0 163 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 5,600.00 0.000 0 164 VEGETATION CONTROL (MINOR CONCRETE) SQYD 140.0000 26,600.00 0.000 0 165 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 95.0000 22,230.00 117.000 11,115 (F) 166 CONCRETE BARRIER (TYPE K) LF 9.0000 9,810.00 0.000 0 167 CABLE RAILING LF 40.0000 1,440.00 0.000 0 (F) 168 TRANSITION RAILING (TYPE WB) EA 3,200.0000 6,400.00 0.000 0 169 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 750.00 0.000 0 170 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 0.000 0 171 CRASH CUSHION, SAND FILLED EA 4,000.0000 4,000.00 0.000 0 172 CRASH CUSHION (REACT 9CBB) EA 47,000.0000 47,000.00 0.000 0 173 QUADGUARD SYSTEM (MODEL QS6906G) EA 32,000.0000 32,000.00 0.000 0 174 CONCRETE BARRIER (TYPE 60R) LF 500.0000 48,500.00 0.000 0 (F) 175 CONCRETE BARRIER (TYPE 60) LF 75.0000 22,500.00 0.000 0 176 CONCRETE BARRIER (TYPE 60C) LF 65.0000 96,850.00 0.000 0 177 CONCRETE BARRIER (TYPE 60D) LF 40.0000 33,600.00 0.000 0 178 CONCRETE BARRIER (TYPE 60GE) LF 500.0000 15,000.00 0.000 0 (F) 179 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 55.0000 90,805.00 408.000 22,440 (F) 180 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 75.0000 141,900.00 636.000 47,700 (F) 181 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 125.0000 27,500.00 0.000 0 182 CONCRETE BARRIER (TYPE 736SV) LF 125.0000 198,750.00 1,590.000 198,750 183 CONCRETE BARRIER (TYPE 736S) LF 70.0000 27,300.00 390.000 27,300 184 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 15,540.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 280.00 0.000 0 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,520.00 0.000 0 187 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 5,200.00 0.000 0 188 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,370.00 0.000 0 (BROKEN 36-12) 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,028.00 0.000 0 (BROKEN 17-7) 190 PAINT PAVEMENT MARKING (1-COAT) SQFT 3.0000 6,090.00 0.000 0 191 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.5000 2,485.00 0.000 0 192 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 2,450.00 0.000 0 193 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.400 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 194 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 0.300 16,500 195 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 0.450 11,250 196 LIGHTING REMOVAL (CITY STREET) LS 2,500.0000 2,500.00 1.000 2,500 197 LIGHTING AND SIGN ILLUMINATION LS 45,000.0000 45,000.00 0.550 24,750 (STAGE CONSTRUCTION) 198 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 0.400 60,000 199 TRAFFIC OPERATIONS SYSTEM LS 110,000.0000 110,000.00 0.300 33,000 200 TRAFFIC OPERATIONS SYSTEM LS 25,000.0000 25,000.00 0.300 7,500 (STAGE CONSTRUCTION) 201 CAMERA UNIT EA 3,500.0000 3,500.00 0.000 0 202 CAMERA CONTROL UNIT EA 3,500.0000 3,500.00 0.000 0 203 VIDEO ENCODER UNIT EA 3,500.0000 3,500.00 0.000 0 204 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,000.0000 2,000.00 0.000 0 MODEM ASSEMBLY 205 VARIABLE MESSAGE SIGN ASSEMBLY EA 35,000.0000 35,000.00 0.000 0 206 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 1,000.0000 3,000.00 0.000 0 UNIT PROGRAM CAS145 PAGE 9 DATE 01/26/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 08:54 AM ESTIMATE NO. 024 BID OPENING 10/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 01/26/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 233,721.50 14,567,553.98 ADJUSTMENT OF COMPENSATION 0.00 1,251,069.85 EXTRA WORK 350.52 665,400.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 234,072.02 16,484,024.49 207 MOBILIZATION LS 2,083,333.0000 2,083,333.00 1.000 2,083,333 ORIGINAL CONTRACT AMOUNT 20,905,333.40 TOTAL WORK COMPLETED 234,072.02 18,567,357.49 MATERIALS ON HAND ON SITE 196,716.75 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 234,072.02 18,759,074.24 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 01/10/13 350 03/06/13 03/06/13 04/30/15 339 123 49 0 83% 85% PROGRESS IS SATISFACTORY DUNCAN, RICHARD RESIDENT ENGINEER PROGRAM CAS145 DATE 01/26/15