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 07/18/14 EST. NO.26 TIME 02:47 PM R.E. NAME: PARDO, ROMMEL 04-297614 --------------------------------------------------------------------------- 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 0009 880.00 E.W. @ F.A.(+) 032714 N 0494.0 008 0057 61.90 E.W. @ F.A.(+) 070113 Y 0398.1 0058 4,590.98 122013 N 0371.1 020 0038 9,063.73 E.W. @ F.A.(+) 062613 Y 0395.2 023 0024 14,193.23 E.W. @ F.A.(+) 111313 Y 0433.0 0026 213.46 112513 Y 0435.0 0036 9,183.90 112213 Y 0457.0 38,187.20 TOTAL THIS ESTIMATE 3,201,445.35 TOTAL PREVIOUS ESTIMATE 3,239,632.55 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 07/18/14 EST. NO.26 TIME 02:47 PM R.E. NAME: PARDO, ROMMEL 04-297614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM UPDATE SCHEDULE -5,000.00 23 CPM UPDATE SCHEDULE -5,000.00 24 CPM -5,000.00 25 LCV -5,000.00 25 QCQA DISINCENTIVE -60,000.00 25 0.00 -80,000.00 TOTAL DEDUCTIONS 0.00 -80,000.00 PROGRAM CAS145 PAGE 1 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 LOCATION PROGRESS ESTIMATE 04-ALA-84-25.5/27.1 ----------------- BAY CITIES PAVING AND GRADING, IN ALAMEDA COUNTY IN AND NEAR LIVER INC MORE FROM .4 MILE NORTH OF CON PROJ MGR - JASON MINIELLO CANNON BLVD. TO JACK LONDON BLVD. 1450 CIVIC CT CONCORD, CA 94520 FED. AID NO. N O N E WIDEN EXISTING HWY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 4,350.0000 4,350.00 0.900 3,915 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 003 TEMPORARY FENCE (TYPE ESA) LF 2.3000 15,617.00 7,994.000 18,386 004 18" TEMPORARY CULVERT LF 80.0000 2,960.00 0.000 0 005 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.050 625.00 0.950 11,875 006 PREPARE STORM WATER POLLUTION LS 2,448.0000 2,448.00 0.050 122.40 0.950 2,325 PREVENTION PLAN 007 FALL PREVENTION SYSTEM EA 2,108.0000 50,592.00 16.488 34,756 008 TEMPORARY FIBER ROLL LF 2.5500 17,085.00 7,786.000 19,854 009 TEMPORARY SILT FENCE LF 2.3100 28,875.00 4,577.000 10,572 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,060.0000 20,600.00 16.000 32,960 011 TEMPORARY COVER SQYD 1.3500 13,500.00 7,594.000 10,251 012 TEMPORARY CHECK DAM LF 3.3200 3,320.00 1,005.500 3,338 013 MOVE-IN/MOVE-OUT EA 765.0000 7,650.00 3.000 2,295 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 183.6000 20,196.00 156.000 28,641 015 TEMPORARY HYDRAULIC MULCH SQYD 0.7300 12,775.00 25,859.000 18,877 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 5,100.0000 5,100.00 1.000 5,100 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,120.0000 6,120.00 0.100 612.00 1.000 6,120 018 RAIN EVENT ACTION PLAN EA 500.0000 37,500.00 26.000 13,000 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 020 STORM WATER SAMPLING AND ANALYSIS DAY DAY 345.0000 17,250.00 6.000 2,070 021 CONSTRUCTION AREA SIGNS LS 22,899.0000 22,899.00 0.950 21,754 022 TRAFFIC CONTROL SYSTEM LS 55,500.0000 55,500.00 1.000 55,500 PROGRAM CAS145 PAGE 2 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TYPE III BARRICADE EA 76.5000 459.00 15.000 1,147 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0400 3,651.60 1,725.000 3,519 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3600 27,324.00 54,891.000 19,760 026 CHANNELIZER (SURFACE MOUNTED) EA 28.5600 1,570.80 75.000 2,142 027 TEMPORARY PAVEMENT MARKER EA 4.0800 13,749.60 1,666.000 6,797 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,160.0000 8,160.00 0.950 7,752 029 TEMPORARY RAILING (TYPE K) LF 6.0000 124,200.00 18,980.000 113,880 030 TEMPORARY CRASH CUSHION MODULE EA 265.0000 66,250.00 254.000 67,310 031 NOISE MONITORING LS 250.0000 250.00 1.000 250 032 ABANDON CULVERT LF 13.0000 4,420.00 340.000 4,420 033 ABANDON SEWER PIPE LF 4.0000 23,680.00 5,111.000 20,444 034 REMOVE FENCE LF 5.1000 11,322.00 2,220.000 11,322 035 REMOVE GATE EA 76.5000 382.50 5.000 382 036 REMOVE BOLLARD EA 94.0000 94.00 1.000 94 037 REMOVE METAL BEAM GUARD RAILING LF 7.8000 7,800.00 999.000 7,792 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.4100 1,484.20 3,620.000 1,484 039 REMOVE PAVEMENT MARKING SQFT 1.6800 7,912.80 3,304.000 5,550 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 24,559.00 41,121.240 16,859 041 REMOVE PAVEMENT MARKER EA 1.0200 1,703.40 1,048.000 1,068 042 REMOVE ROADSIDE SIGN EA 86.7000 2,514.30 29.000 2,514 043 REMOVE ROADSIDE SIGN EA 86.7000 346.80 4.000 346 (STRAP AND SADDLE BRACKET METHOD) 044 REMOVE UNDERDRAIN SYSTEM LF 11.5000 20,470.00 1,205.100 13,858 045 REMOVE CULVERT LF 16.1500 56,363.50 3,490.000 56,363 046 REMOVE INLET EA 235.0000 6,345.00 27.000 6,345 047 REMOVE SEWER MANHOLE EA 1,075.0000 16,125.00 14.000 15,050 048 REMOVE MANHOLE EA 235.0000 1,175.00 5.000 1,175 049 REMOVE SEWER PIPE LF 11.2000 1,075.20 70.000 784 PROGRAM CAS145 PAGE 3 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 336.6000 1,009.80 6.000 2,019 051 RELOCATE WATER METER EA 5,039.0000 10,078.00 2.000 10,078 052 ADJUST INLET EA 1,887.0000 16,983.00 9.000 16,983 053 ADJUST MANHOLE EA 735.0000 735.00 1.000 735 054 MODIFY INLET TO MANHOLE EA 2,500.0000 2,500.00 1.000 2,500 055 MODIFY SEWER MANHOLE EA 800.0000 1,600.00 1.000 800 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 9,656.00 17,680.000 30,056 057 REMOVE CONCRETE CY 34.7500 26,410.00 760.000 26,410 058 REMOVE CONCRETE BARRIER LF 14.9000 3,576.00 240.000 3,576 059 REMOVE UNSOUND CONCRETE CF 100.0000 2,200.00 27.000 2,700 060 CLEAN BRIDGE DECK SQFT 1.0200 7,736.70 7,585.000 7,736 061 CAP INLET EA 867.0000 13,005.00 16.000 13,872 062 CAP SANITARY SEWER MANHOLE EA 867.0000 867.00 1.000 867 063 REMOVE RAILING LF 25.5000 1,020.00 40.000 1,020 064 REMOVE CRASH CUSHION EA 327.0000 981.00 3.000 981 065 BRIDGE REMOVAL (PORTION) LS 25,500.0000 25,500.00 1.000 25,500 066 CLEARING AND GRUBBING LS 29,300.0000 29,300.00 1.000 29,300 067 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 068 ROADWAY EXCAVATION CY 6.8500 904,200.00 132,000.830 904,205 069 LEAD COMPLIANCE PLAN LS 2,805.0000 2,805.00 1.000 2,805 070 STRUCTURE EXCAVATION CY 9.3500 31,322.50 3,350.000 31,322 071 STRUCTURE EXCAVATION (BRIDGE) CY 73.4500 10,797.15 147.000 10,797 (F) 072 STRUCTURE EXCAVATION (TYPE D) CY 357.0000 170,289.00 477.000 170,289 (F) 073 STRUCTURE EXCAVATION (RETAINING WALL) CY 12.1000 84,349.10 6,971.000 84,349 (F) 074 STRUCTURE EXCAVATION (TIEBACK WALL) CY 50.0000 21,850.00 437.000 21,850 (F) 075 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 50.0000 50,900.00 1,018.000 50,900 (F) 076 FILTER MEDIA CY 65.9500 12,530.50 190.000 12,530 PROGRAM CAS145 PAGE 4 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE BACKFILL CY 89.9500 33,281.50 370.000 33,281 078 STRUCTURE BACKFILL (BRIDGE) CY 510.0000 35,190.00 69.000 35,190 (F) 079 STRUCTURE BACKFILL (RETAINING WALL) CY 29.1500 139,920.00 4,800.000 139,920 (F) 080 STRUCTURE BACKFILL (TIEBACK WALL) CY 150.0000 5,700.00 38.000 5,700 (F) 081 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 150.0000 19,500.00 130.000 19,500 (F) 082 SAND BACKFILL CY 90.0000 5,310.00 0.000 0 083 SAND BACKFILL (ABANDON SEWER) CY 90.0000 112,500.00 1,225.000 110,250 084 DITCH EXCAVATION CY 23.7000 10,665.00 112.500 2,666 085 SOIL NAIL ASSEMBLY LF 20.4000 370,688.40 18,171.000 370,688 086 HIGHWAY PLANTING LS 154,020.0000 154,020.00 0.050 7,701.00 1.000 154,020 087 ROADSIDE CLEARING LS 6,834.0000 6,834.00 1.000 6,834 088 FIBER ROLLS LF 2.5300 17,128.10 6,770.000 17,128 089 COMPOST (INCORPORATE) SQYD 7.7500 191,425.00 24,700.300 191,427 090 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 765.0000 3,060.00 1.000 765.00 3.000 2,295 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 26,640.00 213,800.000 25,656 092 MAINTAIN EXISTING PLANTED AREAS LS 23,460.0000 23,460.00 1.000 23,460 093 PLANT ESTABLISHMENT WORK LS 23,460.0000 23,460.00 0.110 2,580.60 0.160 3,753 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,550.0000 2,550.00 1.000 2,550 095 IRRIGATION SYSTEM LS 185,818.0000 185,818.00 0.050 9,290.90 1.000 185,818 096 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 17.8000 3,382.00 190.000 3,382 097 WATER METER EA 11,601.0000 11,601.00 0.500 5,800.50 1.000 11,601 098 IRRIGATION SLEEVE LF 20.4000 1,224.00 60.000 1,224 099 8" CORRUGATED HIGH DENSITY LF 42.8500 22,710.50 444.200 19,033 POLYETHYLENE PIPE CONDUIT 100 EXTEND 8" CONDUIT LF 42.8500 3,042.35 72.000 3,085 101 CLASS 4 AGGREGATE SUBBASE CY 10.6000 102,820.00 10,198.910 108,108 102 CLASS 2 AGGREGATE BASE CY 18.0000 352,800.00 19,976.680 359,580 103 ASPHALT TREATED PERMEABLE BASE CY 118.0000 409,460.00 3,469.960 409,455 PROGRAM CAS145 PAGE 5 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 69.0000 2,973,900.00 2,146.500 148,108.50 35,172.620 2,426,910 105 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 78.5500 903,325.00 11,534.510 906,035 106 RUMBLE STRIP STA 49.5000 10,890.00 220.000 10,890 107 DATA CORE LS 2,580.0000 2,580.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.0000 210.00 210.000 210 109 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 340.00 340.000 340 110 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 10,500.00 10,500.000 10,500 111 TACK COAT TON 982.0000 58,920.00 32.680 32,091 112 FURNISH STEEL PILING (HP 10 X 57) LF 35.7000 91,677.60 2,568.000 91,677 113 DRIVE STEEL PILE (HP 10 X 57) EA 1,326.0000 76,908.00 58.000 76,908 114 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 102.0000 30,906.00 303.000 30,906 115 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 112.2000 74,276.40 660.000 74,052 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,500.0000 25,500.00 1.000 25,500 117 TIEBACK ANCHOR EA 2,267.0000 231,234.00 102.000 231,234 118 CONCRETE STRUCTURES (AUSTIN VAULT) CY 397.8000 218,790.00 550.000 218,790 119 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 816.0000 21,216.00 26.000 21,216 (F) 120 STRUCTURAL CONCRETE, BRIDGE CY 737.5000 778,062.50 1,055.000 778,062 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 505.0000 1,566,510.00 3,112.000 1,571,560 (F) 122 STRUCTURAL CONCRETE, APPROACH SLAB CY 663.0000 104,091.00 157.000 104,091 (F) (TYPE N) 123 MINOR CONCRETE (MINOR STRUCTURE) CY 990.0000 314,820.00 318.000 314,820 (F) 124 MINOR CONCRETE (BACKFILL) CY 106.0000 37,100.00 350.000 37,100 125 ARCHITECTURAL TREATMENT SQFT 12.2400 420,750.00 34,375.000 420,750 (F) 126 DRILL AND BOND DOWEL LF 25.5000 8,313.00 326.000 8,313 127 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 51.0000 6,324.00 124.000 6,324 128 RAPID SETTING CONCRETE PATCH CF 122.4000 2,692.80 0.000 0 129 REFINISH BRIDGE DECK SQFT 61.2000 17,074.80 279.000 17,074 130 JOINT SEAL (MR 1/2") LF 30.6000 8,047.80 263.000 8,047 PROGRAM CAS145 PAGE 6 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL (MR 1") LF 71.4000 2,641.80 37.000 2,641 132 BAR REINFORCING STEEL LB 1.0200 138,396.66 135,683.000 138,396 (F) 133 BAR REINFORCING STEEL (BRIDGE) LB 1.0200 180,630.78 177,089.000 180,630 (F) 134 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0200 474,977.28 475,664.000 485,177 (F) 135 SHOTCRETE CY 372.3000 186,894.60 502.000 186,894 (F) 136 TREAT BRIDGE DECK SQFT 1.0200 7,736.70 7,585.000 7,736 (F) 137 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 71.4000 5,997.60 180.000 12,852 138 PUBLIC SAFETY PLAN LS 3,060.0000 3,060.00 1.000 3,060 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2400 2,692.80 1.430 17.50 220.000 2,692 (0.063"-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7700 826.20 0.660 9.09 60.000 826 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3500 670.35 41.000 670 (0.063"-FRAMED) 142 METAL (BARRIER MOUNTED SIGN) LB 11.4800 12,857.60 960.000 11,020 143 ROADSIDE SIGN - ONE POST EA 178.5000 3,570.00 21.000 3,748 144 ROADSIDE SIGN - TWO POST EA 516.1500 1,032.30 2.000 1,032 145 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 178.5000 357.00 2.000 357 METHOD) 146 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 46.8500 65,590.00 1,400.900 65,632 147 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.2500 65,325.00 1,300.500 65,350 148 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 62.5000 14,375.00 230.000 14,375 149 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.8000 20,320.00 350.400 17,800 150 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 65.5500 72,760.50 1,110.000 72,760 151 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 101.7000 139,329.00 1,370.000 139,329 152 12" ALTERNATIVE SLOTTED PIPE LF 95.1500 5,042.95 53.000 5,042 153 18" ALTERNATIVE SLOTTED PIPE LF 78.1500 30,478.50 390.000 30,478 154 18" REINFORCED CONCRETE PIPE LF 38.4000 24,576.00 640.000 24,576 155 36" REINFORCED CONCRETE PIPE LF 82.8500 16,570.00 200.000 16,570 156 39" REINFORCED CONCRETE PIPE LF 268.6000 24,711.20 92.000 24,711.20 92.000 24,711 157 48" REINFORCED CONCRETE PIPE LF 121.0000 11,858.00 100.200 12,124 PROGRAM CAS145 PAGE 7 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 36" REINFORCED CONCRETE PIPE LF 892.6000 68,730.20 77.000 68,730 159 12" CORRUGATED STEEL PIPE (.079" THICK) LF 113.6000 340.80 3.000 340 160 WATER QUALITY WEIR EA 3,264.0000 13,056.00 5.000 16,320 161 PLASTIC PIPE UNDERDRAIN (AUSTIN VAULT) LF 17.4500 10,993.50 630.000 10,993 162 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.7500 98,122.50 6,230.000 98,122 163 6" PLASTIC PIPE LF 49.7000 347.90 7.000 347 164 8" PLASTIC PIPE LF 35.4500 4,254.00 120.000 4,254 165 3" PLASTIC PIPE (EDGE DRAIN) LF 7.1000 74,550.00 10,500.000 74,550 166 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 138.0000 33,120.00 240.000 33,120 167 FILTER FABRIC SQYD 1.5500 651.00 420.000 651 168 PERMEABLE MATERIAL (AUSTIN VAULT) CY 59.4500 10,701.00 180.000 10,701 169 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 170 DRAINAGE INLET MARKER EA 15.0000 1,800.00 120.000 1,800 171 12" WELDED STEEL PIPE (.134" THICK) LF 159.2000 73,232.00 460.000 73,232 172 18" WELDED STEEL PIPE (.134" THICK) LF 577.7000 4,621.60 8.000 4,621 173 JACKED 36" WELDED STEEL PIPE LF 556.4500 116,854.50 195.000 108,507 (.250" THICK) 174 JACKED 60" WELDED STEEL PIPE LF 897.1000 322,956.00 358.190 321,332 (0.375" THICK) 175 18" ALTERNATIVE FLARED END SECTION EA 103.0000 206.00 2.000 206 176 18" AUTOMATIC DRAINAGE GATE EA 1,100.0000 1,100.00 1.000 1,100 177 12" PVC SEWER PIPE LF 19.4000 4,268.00 220.000 4,268 178 15" PVC SEWER PIPE LF 93.2500 8,952.00 37.000 3,450.25 37.000 3,450 179 18" PVC SEWER PIPE LF 68.2000 55,242.00 333.000 22,710 180 21" PVC SEWER PIPE LF 79.3500 110,296.50 1,390.000 110,296 181 39" PVC SEWER PIPE LF 222.2000 724,372.00 3,260.000 724,372 182 SEWER MANHOLE (TYPE 1) EA 10,591.0000 95,319.00 3.000 31,773.00 9.000 95,319 183 SEWER MANHOLE (TYPE 2) EA 10,176.0000 122,112.00 14.000 142,464 184 ROCK SLOPE PROTECTION CY 52.4000 13,990.80 267.000 13,990 (1/4T, METHOD B) PROGRAM CAS145 PAGE 8 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROCK SLOPE PROTECTION CY 63.6000 4,070.40 64.000 4,070 (NO. 2, METHOD B) 186 GABION CY 181.0000 5,430.00 30.000 5,430 187 ROCK SLOPE PROTECTION FABRIC SQYD 1.9500 635.70 326.000 635 188 MINOR CONCRETE (MISCELLANEOUS CY 396.0000 91,080.00 230.000 91,080 CONSTRUCTION) 189 MINOR CONCRETE (GUTTER) LF 21.5500 92,427.95 4,289.000 92,427 (F) 190 MINOR CONCRETE CY 816.0000 3,264.00 13.000 10,608 (DEBRIS SUMP AND DRAINAGE PAD) 191 MISCELLANEOUS IRON AND STEEL LB 1.2500 61,125.00 48,900.000 61,125 192 MISCELLANEOUS METAL (AUSTIN VAULT) LB 76.5000 9,180.00 120.000 9,180 193 CITY OF LIVERMORE 18" RECLAIMED WATER LS 69,697.0000 69,697.00 1.000 69,697 LINE REPLACEMENT 194 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 11.2200 76,408.20 4,474.000 50,198 195 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 15.6100 77,581.70 964.000 15,048.04 5,556.300 86,733 196 12' CHAIN LINK GATE (TYPE CL-6) EA 1,122.0000 7,854.00 5.000 5,610 197 DELINEATOR (CLASS 1) EA 35.7000 178.50 5.000 178 198 MILEPOST MARKER EA 56.1000 224.40 0.000 0 199 OBJECT MARKER (TYPE P) EA 86.7000 260.10 0.000 0 200 OBJECT MARKER (TYPE K-1) EA 40.8000 81.60 0.000 0 201 CONCRETE BARRIER MARKER EA 20.0000 1,180.00 59.000 1,180 202 METAL BEAM GUARD RAILING (STEEL POST) LF 35.1900 3,870.90 50.000 1,759 203 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.5000 16,830.00 220.000 16,830 204 CHAIN LINK RAILING (TYPE 7) LF 96.9000 17,829.60 184.000 17,829 (F) 205 BOLLARD EA 459.0000 459.00 1.000 459 206 CONCRETE BARRIER (TYPE 25) LF 102.0000 31,722.00 311.000 31,722 (F) 207 CABLE RAILING LF 20.4000 5,916.00 290.000 5,916 208 TRANSITION RAILING (TYPE WB) EA 3,264.0000 13,056.00 4.000 13,056 209 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 5,100.00 1.000 2,550.00 3.000 7,650 210 CRASH CUSHION (REACT 9CBB) EA 52,020.0000 208,080.00 5.270 274,145 211 CONCRETE BARRIER (TYPE 60) LF 52.4300 119,016.10 2,375.300 124,536 PROGRAM CAS145 PAGE 9 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CONCRETE BARRIER (TYPE 60A) LF 52.4500 9,650.80 184.000 9,650 (F) 213 CONCRETE BARRIER (TYPE 60C) LF 215.2200 107,610.00 433.000 93,190 214 CONCRETE BARRIER (TYPE 60D) LF 35.2000 154,035.20 4,376.000 154,035 (F) 215 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 146.8800 40,392.00 275.000 40,392 (F) 216 CONCRETE BARRIER (TYPE 60R) LF 257.0000 102,800.00 400.000 102,800 217 CONCRETE BARRIER (TYPE 736) LF 112.2000 20,644.80 184.000 20,644 (F) 218 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 24,582.00 48,200.000 24,582 219 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 6,685.60 5,459.000 6,659 220 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 2,233.80 2,166.000 2,209 (BROKEN 12-3) 221 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3200 16,068.80 3,808.000 12,642 222 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 435.60 1,210.000 435 (BROKEN 6-1) 223 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 8,064.00 22,400.000 8,064 (BROKEN 36-12) 224 PAINT TRAFFIC STRIPE LF 0.6600 3,194.40 4,840.000 3,194 225 PAINT POSTMILE MARKING ON CONCRETE EA 66.3000 795.60 12.000 795.60 12.000 795 BARRIER 226 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0500 182.45 102.000 209 227 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5700 5,640.60 1,578.000 5,633 228 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,550.0000 2,550.00 1.000 2,550 SYSTEM ELEMENTS DURING CONSTRUCTION 229 SIGNAL AND LIGHTING (LOCATION 1) LS 137,000.0000 137,000.00 0.100 13,700.00 1.000 137,000 230 SIGNAL AND LIGHTING (LOCATION 2) LS 88,500.0000 88,500.00 0.100 8,850.00 1.000 88,500 231 SIGNAL AND LIGHTING (LOCATION 3) LS 135,300.0000 135,300.00 0.050 6,765.00 0.950 128,535 232 SIGNAL AND LIGHTING (LOCATION 4) LS 122,900.0000 122,900.00 0.050 6,145.00 0.950 116,755 233 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 271,014.0000 271,014.00 1.000 271,014 234 LIGHTING LS 11,730.0000 11,730.00 1.000 11,730 235 LIGHTING (STAGE CONSTRUCTION) LS 1,020.0000 1,020.00 1.000 1,020 236 INTERCONNECTION CONDUIT AND CABLE LS 59,160.0000 59,160.00 0.150 8,874.00 0.950 56,202 237 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.5000 4,845.00 190.000 4,845 238 ELECTRIC SERVICE (IRRIGATION) LS 2,550.0000 2,550.00 0.100 255.00 1.000 2,550 PROGRAM CAS145 PAGE 10 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 ELECTRIC SERVICE (IRRIGATION) (CITY) LS 2,550.0000 2,550.00 0.100 255.00 1.000 2,550 240 TRAFFIC MONITORING STATION LS 2,550.0000 2,550.00 1.000 2,550 241 EMERGENCY VEHICLE PREEMPTION SYSTEM LS 15,400.0000 15,400.00 0.100 1,540.00 0.950 14,630 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 243 TIME-RELATED OVERHEAD (WDAY) WDAY 1,191.0000 446,625.00 367.000 437,097 244 STRUCTURE EXCAVATION (BRIDGE) CY 51.0000 6,069.00 119.000 6,069 (F) (ACCESS BRIDGE) 245 STRUCTURE BACKFILL (BRIDGE) CY 61.2000 7,282.80 119.000 7,282 (F) (ACCESS BRIDGE) 246 STRUCTURE CONCRETE, BRIDGE FOOTING CY 408.0000 12,648.00 31.000 12,648 (F) (ACCESS BRIDGE) 247 STRUCTURE CONCRETE, BRIDGE CY 714.0000 147,798.00 207.000 147,798 (F) (ACCESS BRIDGE) 248 BAR REINFORCING STEEL (BRIDGE) LB 1.0200 45,271.68 44,384.000 45,271 (F) (ACCESS BRIDGE) 249 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 43.1500 196,764.00 4,600.000 198,490 PROGRAM CAS145 PAGE 11 DATE 07/18/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 02:47 PM ESTIMATE NO. 26 BID OPENING 02/22/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/14 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 07/18/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 300,344.58 18,464,779.29 ADJUSTMENT OF COMPENSATION 0.00 354,696.05 EXTRA WORK 38,187.20 2,884,936.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 338,531.78 21,704,411.84 250 MOBILIZATION LS 1,270,000.0000 1,270,000.00 1.000 1,270,000 ORIGINAL CONTRACT AMOUNT 20,409,142.60 TOTAL WORK COMPLETED 338,531.78 22,974,411.84 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -80,000.00 TOTAL 338,531.78 22,894,411.84 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 04/13/12 375 05/14/12 00/00/00 07/03/15 385 157 0 0 95% 100% PROGRESS IS SATISFACTORY PARDO, ROMMEL RESIDENT ENGINEER PROGRAM CAS145 DATE 07/18/14