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 06/16/16 EST. NO. 039 TIME 05:43 PM 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 --------------------------------------------------------------------------- 006 0031 68.15 E.W. @ F.A.(+) 051314 Y 5091.0 024 0008 3,175.73 E.W. @ F.A.(+) 100114 N 0388.0 026 0128 406.39 A.C. @ F.A.(+) 043014 N 7059.0 0129 278.86 052714 N 7085.0 055 0001 35,000.00 E.W. @ L.S.(+) 021016 N 000010 38,929.13 TOTAL THIS ESTIMATE 3,343,393.65 TOTAL PREVIOUS ESTIMATE 3,382,322.78 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 06/16/16 EST. NO. 039 TIME 05:43 PM 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 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 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 1.000 2,500 002 TEMPORARY FENCE (TYPE ESA) LF 3.0000 12,630.00 6,135.000 18,405 003 18" TEMPORARY CULVERT LF 62.0000 25,420.00 549.000 34,038 004 CONSTRUCTION SITE MANAGEMENT LS 36,000.0000 36,000.00 1.000 36,000 005 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000 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 6,320.000 17,696 009 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 58.000 5,510 014 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 1.000 20,000 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000 017 RAIN EVENT ACTION PLAN EA 500.0000 67,500.00 37.000 18,500 018 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 4.000 8,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 195.0000 15,990.00 33.000 6,435 020 TIME-RELATED OVERHEAD (LS) LS 1,882,630.0000 1,882,630.00 1.000 1,882,630 021 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 022 TRAFFIC CONTROL SYSTEM LS 450,000.0000 450,000.00 1.000 450,000 PROGRAM CAS145 PAGE 2 DATE 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.005 150 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 3,475.00 890.000 2,225 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 23,760.00 62,610.000 34,435 026 TEMPORARY PAVEMENT MARKER EA 5.0000 6,400.00 2,601.000 13,005 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000 028 TEMPORARY RAILING (TYPE K) LF 6.0000 148,800.00 30,020.000 180,120 029 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 8.000 8,000 SYSTEM (TYPE 1) 031 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,000.0000 22,000.00 12.000 24,000 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 1,235.00 190.000 1,235 035 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 1,450.000 8,700 039 REMOVE FLARED END SECTION EA 225.0000 225.00 1.000 225 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 10,440.00 14,851.000 5,940 041 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0000 7,410.00 443.000 1,329 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 6,600.00 8,823.000 3,529 043 REMOVE PAVEMENT MARKER EA 1.0000 1,940.00 1,251.000 1,251 044 REMOVE ROADSIDE SIGN EA 100.0000 1,900.00 19.000 1,900 045 REMOVE SIGN FROM ELECTROLIER EA 250.0000 750.00 3.000 750 046 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 2,505.000 52,605 048 REMOVE INLET EA 500.0000 7,500.00 17.000 8,500 049 REMOVE SANITARY SEWER PIPE LF 108.0000 4,320.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,366.660 26,833 051 REMOVE BASE AND SURFACING CY 9.0000 10,080.00 2,120.410 19,083 052 RELOCATE ROADSIDE SIGN EA 250.0000 500.00 1.000 250 053 ADJUST INLET EA 1,100.0000 5,500.00 5.000 5,500 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 11.0000 13,970.00 1,757.000 19,327 055 REMOVE CONCRETE (CY) CY 64.0000 42,240.00 773.000 49,472 056 REMOVE CONCRETE BARRIER LF 25.0000 32,500.00 1,358.000 33,950 057 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 1.000 5,000 061 ROADWAY EXCAVATION CY 12.5000 220,000.00 21,100.000 263,750 062 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 1.000 4,000 064 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 1,473.000 147,300 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 63,780.00 3,189.000 63,780 (F) 068 STRUCTURE EXCAVATION (TYPE D) CY 30.0000 1,290.00 15.000 450 (F) (CRASH WALL) 069 STRUCTURE BACKFILL (BRIDGE) CY 80.0000 172,240.00 2,168.000 173,440 (F) 070 STRUCTURE BACKFILL (RETAINING WALL) CY 29.0000 127,861.00 4,409.000 127,861 (F) 071 STRUCTURE BACKFILL (CRASH WALL) CY 55.0000 1,320.00 7.000 385 (F) 072 SAND BACKFILL CY 125.0000 6,875.00 7.300 912 073 IMPORTED BORROW (CY) CY 2.0000 52,400.00 26,445.000 52,890 074 IMPORTED BIOFILTRATION SOIL CY 63.0000 56,070.00 898.000 56,574 075 FIBER ROLLS LF 2.5000 9,375.00 5,925.000 14,812 076 COMPOST (INCORPORATE) SQYD 5.8500 46,800.00 8,000.000 46,800 PROGRAM CAS145 PAGE 4 DATE 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 1,500 078 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1400 27,160.00 338,654.000 47,411 079 ROLLED EROSION CONTROL PRODUCT SQFT 0.2800 34,160.00 104,252.000 29,190 (NETTING) 080 8" CORRUGATED HIGH DENSITY LF 31.0000 2,294.00 74.000 2,294 POLYETHYLENE PIPE CONDUIT 081 8" WELDED STEEL PIPE CONDUIT LF 77.0000 11,550.00 150.000 11,550 (.250" THICK) 082 CLASS 4 AGGREGATE SUBBASE CY 14.0000 172,200.00 9,880.440 138,326 083 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 49,700.00 2,950.000 103,250 084 LEAN CONCRETE BASE CY 130.0000 786,500.00 5,010.000 651,300 085 CRACK TREATMENT LNMI 5,000.0000 12,500.00 0.000 0 086 HOT MIX ASPHALT TON 92.5000 1,415,250.00 20,622.120 1,907,546 087 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 442,000.00 4,065.640 406,564 088 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 089 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 201.00 67.000 201 090 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 4,560.00 1,658.000 4,974 091 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 114.00 38.000 114 092 PLACE HOT MIX ASPHALT SQYD 150.0000 300.00 2.000 300 (MISCELLANEOUS AREA) 093 TACK COAT TON 400.0000 7,200.00 27.410 10,964 094 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 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 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 34.000 11,900 (F) 105 STRUCTURAL CONCRETE, RETAINING WALL CY 375.0000 596,250.00 1,596.000 598,500 (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 134,000.00 268.000 134,000 (F) (TYPE N) 108 MINOR CONCRETE (MINOR STRUCTURE) CY 1,125.0000 146,250.00 130.000 146,250 109 MINOR CONCRETE (BACKFILL) CY 150.0000 21,000.00 212.800 31,920 110 ANTI-GRAFFITI COATING SQFT 0.7000 21,070.00 33,000.000 23,100 111 FRACTURED RIB TEXTURE SQFT 3.5000 46,900.00 13,400.000 46,900 112 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 68.000 34,000 117 JOINT SEAL (MR 2") LF 65.0000 6,110.00 94.000 6,110 118 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 198,377.00 198,377.000 198,377 (F) 120 BAR REINFORCING STEEL (CRASH WALL) LB 1.0000 11,160.00 4,868.000 4,868 (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 46,000.000 149,500 (F) 123 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1300 5,980.00 46,000.000 5,980 (F) 124 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 7,005.00 467.000 7,005 (F) 125 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 3,570.00 176.930 3,007 (0.063"-UNFRAMED) 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 850.00 50.000 850 (0.080"-UNFRAMED) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 4,250.00 193.000 3,281 (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 8,640.00 590.000 10,620 130 ROADSIDE SIGN - ONE POST EA 200.0000 2,200.00 13.000 2,600 PROGRAM CAS145 PAGE 6 DATE 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 900 132 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 350.0000 2,450.00 8.000 2,800 METHOD) 133 PAINT POSTMILE MARKINGS EA 150.0000 900.00 6.000 900 134 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 78.0000 117,780.00 1,851.000 144,378 135 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 66.0000 191,400.00 3,031.000 200,046 136 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 120.0000 68,400.00 596.000 71,520 137 30" ALTERNATIVE PIPE CULVERT (TYPE B) LF 80.0000 16,800.00 210.000 16,800 138 8" CORRUGATED STEEL PIPE (.079" THICK) LF 80.0000 320.00 4.000 320 139 18" CORRUGATED STEEL PIPE (.109" THICK) LF 107.0000 20,330.00 190.000 20,330 140 3" PLASTIC PIPE UNDERDRAIN LF 50.0000 2,450.00 49.000 2,450 141 6" PLASTIC PIPE UNDERDRAIN LF 5.0000 2,250.00 499.000 2,495 142 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 25.0000 10,000.00 400.000 10,000 143 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 6.0000 1,680.00 280.000 1,680 144 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 100.0000 48,000.00 480.000 48,000 145 DRAINAGE INLET MARKER EA 50.0000 100.00 2.000 100 146 JACKED 54" WELDED STEEL PIPE CASING LF 1,500.0000 130,500.00 91.000 136,500 147 18" ALTERNATIVE FLARED END SECTION EA 400.0000 2,000.00 6.000 2,400 148 24" ALTERNATIVE FLARED END SECTION EA 475.0000 475.00 1.000 475 149 30" ALTERNATIVE FLARED END SECTION EA 700.0000 700.00 2.000 1,400 150 INLET DEPRESSION EA 800.0000 1,600.00 2.000 1,600 151 36" CONCRETE CYLINDER SEWER PIPE LF 1,000.0000 300,000.00 0.000 0 152 ROCK SLOPE PROTECTION CY 175.0000 14,175.00 110.300 19,302 (LIGHT, METHOD B) (CY) 153 ROCK SLOPE PROTECTION CY 175.0000 350.00 2.000 350 (NO. 3, METHOD B) (CY) 154 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 7.0000 1,540.00 288.600 2,020 155 MINOR CONCRETE (MISCELLANEOUS CY 370.0000 44,400.00 136.000 50,320 CONSTRUCTION) 156 MINOR CONCRETE (TEXTURED PAVING) SQFT 6.5000 32,760.00 5,108.000 33,202 157 MINOR CONCRETE (ANCHOR BLOCK) CY 1,000.0000 23,000.00 23.000 23,000 PROGRAM CAS145 PAGE 7 DATE 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 17,854.000 26,781 (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 50.000 1,500 162 DELINEATOR (CLASS 1) EA 40.0000 2,760.00 33.000 1,320 163 METAL BEAM GUARD RAILING (WOOD POST) LF 40.0000 5,600.00 140.000 5,600 164 VEGETATION CONTROL (MINOR CONCRETE) SQYD 140.0000 26,600.00 190.000 26,600 165 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 95.0000 22,230.00 234.000 22,230 (F) 166 CONCRETE BARRIER (TYPE K) LF 9.0000 9,810.00 200.000 1,800 167 CABLE RAILING LF 40.0000 1,440.00 36.000 1,440 (F) 168 TRANSITION RAILING (TYPE WB) EA 3,200.0000 6,400.00 2.000 6,400 169 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 750.00 1.000 750 170 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 3.000 6,600 171 CRASH CUSHION, SAND FILLED EA 4,000.0000 4,000.00 1.000 4,000 172 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 97.000 48,500 (F) 175 CONCRETE BARRIER (TYPE 60) LF 75.0000 22,500.00 83.000 6,225.00 1,327.000 99,525 176 CONCRETE BARRIER (TYPE 60C) LF 65.0000 96,850.00 725.000 47,125.00 1,507.130 97,963 177 CONCRETE BARRIER (TYPE 60D) LF 40.0000 33,600.00 0.000 0 178 CONCRETE BARRIER (TYPE 60GE) LF 500.0000 15,000.00 40.000 20,000 (F) 179 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 55.0000 90,805.00 1,651.000 90,805 (F) 180 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 75.0000 141,900.00 1,892.000 141,900 (F) 181 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 125.0000 27,500.00 220.000 27,500 182 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 16,211.000 11,347 PROGRAM CAS145 PAGE 8 DATE 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 280.00 330.000 330 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,520.00 3,360.000 3,360 187 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 5,200.00 1,059.000 5,295 188 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 4,370.00 3,388.000 1,694 (BROKEN 36-12) 189 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,028.00 3,423.000 1,369 (BROKEN 17-7) 190 PAINT PAVEMENT MARKING (1-COAT) SQFT 3.0000 6,090.00 697.000 2,091 191 PAVEMENT MARKER (NON-REFLECTIVE) EA 3.5000 2,485.00 268.000 938 192 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 2,450.00 410.000 1,435 193 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 194 SIGNAL AND LIGHTING LS 55,000.0000 55,000.00 1.000 55,000 195 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 25,000.0000 25,000.00 1.000 25,000 196 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 1.000 45,000 (STAGE CONSTRUCTION) 198 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 1.000 150,000 199 TRAFFIC OPERATIONS SYSTEM LS 110,000.0000 110,000.00 1.000 110,000 200 TRAFFIC OPERATIONS SYSTEM LS 25,000.0000 25,000.00 1.000 25,000 (STAGE CONSTRUCTION) 201 CAMERA UNIT EA 3,500.0000 3,500.00 1.000 3,500 202 CAMERA CONTROL UNIT EA 3,500.0000 3,500.00 1.000 3,500 203 VIDEO ENCODER UNIT EA 3,500.0000 3,500.00 1.000 3,500 204 GENERAL PACKET RADIO SYSTEM WIRELESS EA 1,000.0000 2,000.00 2.000 2,000 MODEM ASSEMBLY 205 VARIABLE MESSAGE SIGN ASSEMBLY EA 35,000.0000 35,000.00 1.000 35,000 206 LONG LEAD-IN CABLE LOOP DETECTOR SENSOR EA 1,000.0000 3,000.00 3.000 3,000 UNIT PROGRAM CAS145 PAGE 9 DATE 06/16/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2640K4 TIME 05:43 PM ESTIMATE NO. 039 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 06/20/16 R.E. NAME: DUNCAN, RICHARD DATE OF THIS ESTIMATE 06/16/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 53,350.00 18,812,622.68 ADJUSTMENT OF COMPENSATION 685.25 1,759,899.04 EXTRA WORK 38,243.88 1,622,423.74 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 92,279.13 22,194,945.46 207 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 92,279.13 24,278,278.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -5,000.00 TOTAL 92,279.13 24,273,278.46 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 09/30/16 467 89 184 0 100% 99% PROGRESS IS SATISFACTORY PENDING CCOS DUNCAN, RICHARD RESIDENT ENGINEER PROGRAM CAS145 DATE 06/16/16