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 11/21/12 EST. NO.06 TIME 01:20 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 --------------------------------------------------------------------------- 001 0003 740.43 E.W. @ F.A.(+) 092512 Y 0065.0 0004 806.55 092012 N 0078.0 003 0003 4,840.08 E.W. @ F.A.(+) 081612 N 0042.0 005 0019 1,270.96 E.W. @ F.A.(+) 080912 Y 0039.0 0020 4,821.95 081312 Y 0040.0 0028 1,352.69 091412 Y 0057.0 0029 3,146.70 081412 Y 0058.0 0030 1,844.08 081512 Y 0059.0 0031 4,249.33 072412 Y 0061.0 0032 1,782.00 101012 N 0073.0 0033 759.00 090712 N 0077.0 006 0016 712.78 E.W. @ F.A.(+) 092712 Y 0066.0 0017 2,929.47 092812 Y 0067.0 0018 1,473.84 100612 Y 0074.0 0019 11,580.61 100712 Y 0075.0 0020 8,297.64 090412 Y 0076.0 008 0003 242.00 E.W. @ F.A.(+) 081612 N 0048.0 0006 7,470.89 091012 N 0068.0 0007 1,142.71 082812 N 0071.0 0008 3,103.65 081612 N 0072.0 62,567.36 TOTAL THIS ESTIMATE 524,707.78 TOTAL PREVIOUS ESTIMATE 587,275.14 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 11/21/12 EST. NO.06 TIME 01:20 PM R.E. NAME: PARDO, ROMMEL 04-297614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 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 P.O. BOX 6227 CANNON BLVD. TO JACK LONDON BLVD. CONCORD, CA 94524 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 0.100 435.00 0.300 1,305 002 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 003 TEMPORARY FENCE (TYPE ESA) LF 2.3000 15,617.00 7,544.000 17,351 004 18" TEMPORARY CULVERT LF 80.0000 2,960.00 0.000 0 005 CONSTRUCTION SITE MANAGEMENT LS 12,500.0000 12,500.00 0.100 1,250.00 0.300 3,750 006 PREPARE STORM WATER POLLUTION LS 2,448.0000 2,448.00 0.600 1,468 PREVENTION PLAN 007 FALL PREVENTION SYSTEM EA 2,108.0000 50,592.00 3.000 6,324 008 TEMPORARY FIBER ROLL LF 2.5500 17,085.00 0.000 0 009 TEMPORARY SILT FENCE LF 2.3100 28,875.00 3,171.300 7,325 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,060.0000 20,600.00 2.000 4,120.00 13.000 26,780 011 TEMPORARY COVER SQYD 1.3500 13,500.00 400.000 540.00 1,410.000 1,903 012 TEMPORARY CHECK DAM LF 3.3200 3,320.00 0.000 0 013 MOVE-IN/MOVE-OUT EA 765.0000 7,650.00 1.000 765.00 1.000 765 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 183.6000 20,196.00 55.000 10,098 015 TEMPORARY HYDRAULIC MULCH SQYD 0.7300 12,775.00 6,612.500 4,827.13 13,000.000 9,490 (BONDED FIBER MATRIX) 016 STREET SWEEPING LS 5,100.0000 5,100.00 0.100 510.00 0.400 2,040 017 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 6,120.0000 6,120.00 0.500 3,060 018 RAIN EVENT ACTION PLAN EA 500.0000 37,500.00 4.000 2,000.00 4.000 2,000 019 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 0.000 0 021 CONSTRUCTION AREA SIGNS LS 22,899.0000 22,899.00 0.700 16,029 022 TRAFFIC CONTROL SYSTEM LS 55,500.0000 55,500.00 0.100 5,550.00 0.300 16,650 PROGRAM CAS145 PAGE 2 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.000 382 024 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0400 3,651.60 493.000 1,005 025 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3600 27,324.00 20,143.000 7,251 026 CHANNELIZER (SURFACE MOUNTED) EA 28.5600 1,570.80 0.000 0 027 TEMPORARY PAVEMENT MARKER EA 4.0800 13,749.60 816.000 3,329 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 8,160.0000 8,160.00 0.700 5,712 029 TEMPORARY RAILING (TYPE K) LF 6.0000 124,200.00 6,540.000 39,240 030 TEMPORARY CRASH CUSHION MODULE EA 265.0000 66,250.00 78.000 20,670 031 NOISE MONITORING LS 250.0000 250.00 0.100 25.00 0.500 125 032 ABANDON CULVERT LF 13.0000 4,420.00 206.000 2,678.00 308.000 4,004 033 ABANDON SEWER PIPE LF 4.0000 23,680.00 0.000 0 034 REMOVE FENCE LF 5.1000 11,322.00 1,090.000 5,559 035 REMOVE GATE EA 76.5000 382.50 1.000 76 036 REMOVE BOLLARD EA 94.0000 94.00 0.000 0 037 REMOVE METAL BEAM GUARD RAILING LF 7.8000 7,800.00 177.000 1,380 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.4100 1,484.20 0.000 0 039 REMOVE PAVEMENT MARKING SQFT 1.6800 7,912.80 1,413.000 2,373 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4100 24,559.00 17,970.000 7,367 041 REMOVE PAVEMENT MARKER EA 1.0200 1,703.40 511.000 521 042 REMOVE ROADSIDE SIGN EA 86.7000 2,514.30 0.000 0 043 REMOVE ROADSIDE SIGN EA 86.7000 346.80 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 044 REMOVE UNDERDRAIN SYSTEM LF 11.5000 20,470.00 164.100 1,887.15 314.100 3,612 045 REMOVE CULVERT LF 16.1500 56,363.50 46.000 742 046 REMOVE INLET EA 235.0000 6,345.00 5.000 1,175 047 REMOVE SEWER MANHOLE EA 1,075.0000 16,125.00 1.000 1,075 048 REMOVE MANHOLE EA 235.0000 1,175.00 0.000 0 049 REMOVE SEWER PIPE LF 11.2000 1,075.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 1,009 051 RELOCATE WATER METER EA 5,039.0000 10,078.00 0.000 0 052 ADJUST INLET EA 1,887.0000 16,983.00 0.000 0 053 ADJUST MANHOLE EA 735.0000 735.00 0.000 0 054 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 0.000 0 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.7000 9,656.00 0.000 0 057 REMOVE CONCRETE CY 34.7500 26,410.00 108.220 3,760 058 REMOVE CONCRETE BARRIER LF 14.9000 3,576.00 0.000 0 059 REMOVE UNSOUND CONCRETE CF 100.0000 2,200.00 0.000 0 060 CLEAN BRIDGE DECK SQFT 1.0200 7,736.70 0.000 0 061 CAP INLET EA 867.0000 13,005.00 1.000 867 062 CAP SANITARY SEWER MANHOLE EA 867.0000 867.00 0.000 0 063 REMOVE RAILING LF 25.5000 1,020.00 0.000 0 064 REMOVE CRASH CUSHION EA 327.0000 981.00 1.000 327 065 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 0.850 24,905 067 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.500 2,500 068 ROADWAY EXCAVATION CY 6.8500 904,200.00 5,410.540 37,062.20 33,064.000 226,488 069 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 0.000 0 (F) 074 STRUCTURE EXCAVATION (TIEBACK WALL) CY 50.0000 21,850.00 122.000 6,100.00 193.000 9,650 (F) 075 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 50.0000 50,900.00 266.000 13,300.00 429.000 21,450 (F) 076 FILTER MEDIA CY 65.9500 12,530.50 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 078 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 0.000 0 (F) 080 STRUCTURE BACKFILL (TIEBACK WALL) CY 150.0000 5,700.00 0.000 0 (F) 081 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 150.0000 19,500.00 0.000 0 (F) 082 SAND BACKFILL CY 90.0000 5,310.00 0.000 0 083 SAND BACKFILL (ABANDON SEWER) CY 90.0000 112,500.00 0.000 0 084 DITCH EXCAVATION CY 23.7000 10,665.00 0.000 0 085 SOIL NAIL ASSEMBLY LF 20.4000 370,688.40 7,036.000 143,534.40 9,036.000 184,334 086 HIGHWAY PLANTING LS 154,020.0000 154,020.00 0.000 0 087 ROADSIDE CLEARING LS 6,834.0000 6,834.00 0.400 2,733 088 FIBER ROLLS LF 2.5300 17,128.10 0.000 0 089 COMPOST (INCORPORATE) SQYD 7.7500 191,425.00 8,232.300 63,800 090 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 765.0000 3,060.00 0.000 0 091 EROSION CONTROL (HYDROSEED) (SQFT) SQFT 0.1200 26,640.00 0.000 0 092 MAINTAIN EXISTING PLANTED AREAS LS 23,460.0000 23,460.00 0.400 9,384.00 0.600 14,076 093 PLANT ESTABLISHMENT WORK LS 23,460.0000 23,460.00 0.000 0 094 MAINTAIN EXISTING IRRIGATION FACILITIES LS 2,550.0000 2,550.00 0.200 510.00 0.500 1,275 095 IRRIGATION SYSTEM LS 185,818.0000 185,818.00 0.000 0 096 3" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 17.8000 3,382.00 0.000 0 097 WATER METER EA 11,601.0000 11,601.00 0.000 0 098 IRRIGATION SLEEVE LF 20.4000 1,224.00 0.000 0 099 8" CORRUGATED HIGH DENSITY LF 42.8500 22,710.50 20.000 857 POLYETHYLENE PIPE CONDUIT 100 EXTEND 8" CONDUIT LF 42.8500 3,042.35 0.000 0 101 CLASS 4 AGGREGATE SUBBASE CY 10.6000 102,820.00 4,200.000 44,520 102 CLASS 2 AGGREGATE BASE CY 18.0000 352,800.00 6,245.000 112,410 103 ASPHALT TREATED PERMEABLE BASE CY 118.0000 409,460.00 -132.700 -15,658.60 567.300 66,941 PROGRAM CAS145 PAGE 5 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,008.180 138,564.42 6,008.180 414,564 105 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 78.5500 903,325.00 0.000 0 106 RUMBLE STRIP STA 49.5000 10,890.00 0.000 0 107 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 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.0000 340.00 0.000 0 110 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.0000 10,500.00 0.000 0 111 TACK COAT TON 982.0000 58,920.00 0.000 0 112 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 0.000 0 115 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 112.2000 74,276.40 0.000 0 116 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,500.0000 25,500.00 0.000 0 117 TIEBACK ANCHOR EA 2,267.0000 231,234.00 2.000 4,534.00 26.000 58,942 118 CONCRETE STRUCTURES (AUSTIN VAULT) CY 397.8000 218,790.00 150.000 59,670.00 550.000 218,790 119 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 50.000 36,875.00 994.500 733,443 (F) 121 STRUCTURAL CONCRETE, RETAINING WALL CY 505.0000 1,566,510.00 0.000 0 (F) 122 STRUCTURAL CONCRETE, APPROACH SLAB CY 663.0000 104,091.00 157.000 104,091.00 157.000 104,091 (F) (TYPE N) 123 MINOR CONCRETE (MINOR STRUCTURE) CY 990.0000 314,820.00 34.400 34,056 (F) 124 MINOR CONCRETE (BACKFILL) CY 106.0000 37,100.00 253.100 26,828 125 ARCHITECTURAL TREATMENT SQFT 12.2400 420,750.00 0.000 0 (F) 126 DRILL AND BOND DOWEL LF 25.5000 8,313.00 255.000 6,502 127 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 0.000 0 130 JOINT SEAL (MR 1/2") LF 30.6000 8,047.80 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 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 30,000.000 30,600 (F) 135 SHOTCRETE CY 372.3000 186,894.60 150.000 55,845.00 200.000 74,460 (F) 136 TREAT BRIDGE DECK SQFT 1.0200 7,736.70 0.000 0 (F) 137 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 71.4000 5,997.60 0.000 0 138 PUBLIC SAFETY PLAN LS 3,060.0000 3,060.00 0.200 612.00 0.200 612 139 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.2400 2,692.80 0.000 0 (0.063"-UNFRAMED) 140 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7700 826.20 0.000 0 (0.080"-UNFRAMED) 141 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.3500 670.35 0.000 0 (0.063"-FRAMED) 142 METAL (BARRIER MOUNTED SIGN) LB 11.4800 12,857.60 0.000 0 143 ROADSIDE SIGN - ONE POST EA 178.5000 3,570.00 0.000 0 144 ROADSIDE SIGN - TWO POST EA 516.1500 1,032.30 0.000 0 145 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 178.5000 357.00 0.000 0 METHOD) 146 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 46.8500 65,590.00 17.300 810 147 18" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.2500 65,325.00 10.400 522.60 74.500 3,743 148 24" ALTERNATIVE PIPE CULVERT (TYPE A) LF 62.5000 14,375.00 0.000 0 149 24" ALTERNATIVE PIPE CULVERT (TYPE B) LF 50.8000 20,320.00 57.700 2,931 150 30" ALTERNATIVE PIPE CULVERT (TYPE A) LF 65.5500 72,760.50 0.000 0 151 36" ALTERNATIVE PIPE CULVERT (TYPE A) LF 101.7000 139,329.00 0.000 0 152 12" ALTERNATIVE SLOTTED PIPE LF 95.1500 5,042.95 0.000 0 153 18" ALTERNATIVE SLOTTED PIPE LF 78.1500 30,478.50 0.000 0 154 18" REINFORCED CONCRETE PIPE LF 38.4000 24,576.00 5.000 192.00 503.500 19,334 155 36" REINFORCED CONCRETE PIPE LF 82.8500 16,570.00 0.000 0 156 39" REINFORCED CONCRETE PIPE LF 268.6000 24,711.20 0.000 0 157 48" REINFORCED CONCRETE PIPE LF 121.0000 11,858.00 3.000 363.00 100.200 12,124 PROGRAM CAS145 PAGE 7 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 159 12" CORRUGATED STEEL PIPE (.079" THICK) LF 113.6000 340.80 0.000 0 160 WATER QUALITY WEIR EA 3,264.0000 13,056.00 2.000 6,528 161 PLASTIC PIPE UNDERDRAIN (AUSTIN VAULT) LF 17.4500 10,993.50 0.000 0 162 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.7500 98,122.50 0.000 0 163 6" PLASTIC PIPE LF 49.7000 347.90 0.000 0 164 8" PLASTIC PIPE LF 35.4500 4,254.00 0.000 0 165 3" PLASTIC PIPE (EDGE DRAIN) LF 7.1000 74,550.00 80.000 568.00 1,170.000 8,307 166 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 138.0000 33,120.00 40.000 5,520 167 FILTER FABRIC SQYD 1.5500 651.00 0.000 0 168 PERMEABLE MATERIAL (AUSTIN VAULT) CY 59.4500 10,701.00 0.000 0 169 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 170 DRAINAGE INLET MARKER EA 15.0000 1,800.00 0.000 0 171 12" WELDED STEEL PIPE (.134" THICK) LF 159.2000 73,232.00 0.000 0 172 18" WELDED STEEL PIPE (.134" THICK) LF 577.7000 4,621.60 0.000 0 173 JACKED 36" WELDED STEEL PIPE LF 556.4500 116,854.50 0.000 0 (.250" THICK) 174 JACKED 60" WELDED STEEL PIPE LF 897.1000 322,956.00 39.000 34,986.90 139.000 124,696 (0.375" THICK) 175 18" ALTERNATIVE FLARED END SECTION EA 103.0000 206.00 0.000 0 176 18" AUTOMATIC DRAINAGE GATE EA 1,100.0000 1,100.00 0.000 0 177 12" PVC SEWER PIPE LF 19.4000 4,268.00 0.000 0 178 15" PVC SEWER PIPE LF 93.2500 8,952.00 0.000 0 179 18" PVC SEWER PIPE LF 68.2000 55,242.00 0.000 0 180 21" PVC SEWER PIPE LF 79.3500 110,296.50 306.000 24,281.10 306.000 24,281 181 39" PVC SEWER PIPE LF 222.2000 724,372.00 22.500 4,999 182 SEWER MANHOLE (TYPE 1) EA 10,591.0000 95,319.00 3.000 31,773 183 SEWER MANHOLE (TYPE 2) EA 10,176.0000 122,112.00 0.000 0 184 ROCK SLOPE PROTECTION CY 52.4000 13,990.80 0.000 0 (1/4T, METHOD B) PROGRAM CAS145 PAGE 8 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (NO. 2, METHOD B) 186 GABION CY 181.0000 5,430.00 0.000 0 187 ROCK SLOPE PROTECTION FABRIC SQYD 1.9500 635.70 0.000 0 188 MINOR CONCRETE (MISCELLANEOUS CY 396.0000 91,080.00 0.000 0 CONSTRUCTION) 189 MINOR CONCRETE (GUTTER) LF 21.5500 92,427.95 0.000 0 (F) 190 MINOR CONCRETE CY 816.0000 3,264.00 0.000 0 (DEBRIS SUMP AND DRAINAGE PAD) 191 MISCELLANEOUS IRON AND STEEL LB 1.2500 61,125.00 4,526.000 5,657 192 MISCELLANEOUS METAL (AUSTIN VAULT) LB 76.5000 9,180.00 0.000 0 193 CITY OF LIVERMORE 18" RECLAIMED WATER LS 69,697.0000 69,697.00 0.000 0 LINE REPLACEMENT 194 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 11.2200 76,408.20 0.000 0 195 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 15.6100 77,581.70 0.000 0 196 12' CHAIN LINK GATE (TYPE CL-6) EA 1,122.0000 7,854.00 0.000 0 197 DELINEATOR (CLASS 1) EA 35.7000 178.50 0.000 0 198 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 0.000 0 202 METAL BEAM GUARD RAILING (STEEL POST) LF 35.1900 3,870.90 0.000 0 203 VEGETATION CONTROL (MINOR CONCRETE) SQYD 76.5000 16,830.00 0.000 0 204 CHAIN LINK RAILING (TYPE 7) LF 96.9000 17,829.60 0.000 0 (F) 205 BOLLARD EA 459.0000 459.00 0.000 0 206 CONCRETE BARRIER (TYPE 25) LF 102.0000 31,722.00 0.000 0 (F) 207 CABLE RAILING LF 20.4000 5,916.00 0.000 0 208 TRANSITION RAILING (TYPE WB) EA 3,264.0000 13,056.00 0.000 0 209 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 5,100.00 0.000 0 210 CRASH CUSHION (REACT 9CBB) EA 52,020.0000 208,080.00 0.000 0 211 CONCRETE BARRIER (TYPE 60) LF 52.4300 119,016.10 0.000 0 PROGRAM CAS145 PAGE 9 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) 213 CONCRETE BARRIER (TYPE 60C) LF 215.2200 107,610.00 0.000 0 214 CONCRETE BARRIER (TYPE 60D) LF 35.2000 154,035.20 0.000 0 (F) 215 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 146.8800 40,392.00 0.000 0 (F) 216 CONCRETE BARRIER (TYPE 60R) LF 257.0000 102,800.00 0.000 0 217 CONCRETE BARRIER (TYPE 736) LF 112.2000 20,644.80 0.000 0 (F) 218 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5100 24,582.00 0.000 0 219 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2200 6,685.60 0.000 0 220 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0200 2,233.80 0.000 0 (BROKEN 12-3) 221 THERMOPLASTIC PAVEMENT MARKING SQFT 3.3200 16,068.80 0.000 0 222 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 435.60 0.000 0 (BROKEN 6-1) 223 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 8,064.00 0.000 0 (BROKEN 36-12) 224 PAINT TRAFFIC STRIPE LF 0.6600 3,194.40 0.000 0 225 PAINT POSTMILE MARKING ON CONCRETE EA 66.3000 795.60 0.000 0 BARRIER 226 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0500 182.45 0.000 0 227 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5700 5,640.60 0.000 0 228 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,550.0000 2,550.00 0.100 255.00 0.600 1,530 SYSTEM ELEMENTS DURING CONSTRUCTION 229 SIGNAL AND LIGHTING (LOCATION 1) LS 137,000.0000 137,000.00 0.050 6,850 230 SIGNAL AND LIGHTING (LOCATION 2) LS 88,500.0000 88,500.00 0.050 4,425 231 SIGNAL AND LIGHTING (LOCATION 3) LS 135,300.0000 135,300.00 0.000 0 232 SIGNAL AND LIGHTING (LOCATION 4) LS 122,900.0000 122,900.00 0.000 0 233 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 271,014.0000 271,014.00 0.700 189,709 234 LIGHTING LS 11,730.0000 11,730.00 0.000 0 235 LIGHTING (STAGE CONSTRUCTION) LS 1,020.0000 1,020.00 0.200 204 236 INTERCONNECTION CONDUIT AND CABLE LS 59,160.0000 59,160.00 0.100 5,916.00 0.400 23,664 237 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 25.5000 4,845.00 0.000 0 238 ELECTRIC SERVICE (IRRIGATION) LS 2,550.0000 2,550.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 240 TRAFFIC MONITORING STATION LS 2,550.0000 2,550.00 0.750 1,912 241 EMERGENCY VEHICLE PREEMPTION SYSTEM LS 15,400.0000 15,400.00 0.000 0 242 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 243 TIME-RELATED OVERHEAD (WDAY) WDAY 1,191.0000 446,625.00 16.000 19,056.00 126.000 150,066 244 STRUCTURE EXCAVATION (BRIDGE) CY 51.0000 6,069.00 0.000 0 (F) (ACCESS BRIDGE) 245 STRUCTURE BACKFILL (BRIDGE) CY 61.2000 7,282.80 0.000 0 (F) (ACCESS BRIDGE) 246 STRUCTURE CONCRETE, BRIDGE FOOTING CY 408.0000 12,648.00 0.000 0 (F) (ACCESS BRIDGE) 247 STRUCTURE CONCRETE, BRIDGE CY 714.0000 147,798.00 0.000 0 (F) (ACCESS BRIDGE) 248 BAR REINFORCING STEEL (BRIDGE) LB 1.0200 45,271.68 0.000 0 (F) (ACCESS BRIDGE) 249 CLASS 3 PERMEABLE MATERIAL (BLANKET) CY 43.1500 196,764.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/21/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-297614 TIME 01:20 PM ESTIMATE NO. 06 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 11/20/12 R.E. NAME: PARDO, ROMMEL DATE OF THIS ESTIMATE 11/21/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 705,151.30 4,141,365.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 62,567.36 587,275.14 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 767,718.66 4,728,640.27 250 MOBILIZATION LS 1,270,000.0000 1,270,000.00 0.950 1,206,500 ORIGINAL CONTRACT AMOUNT 20,409,142.60 TOTAL WORK COMPLETED 767,718.66 5,935,140.27 MATERIALS ON HAND ON SITE 1,177,143.80 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 767,718.66 7,112,284.07 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 11/22/13 126 0 0 0 28% 34% PROGRESS IS SATISFACTORY PARDO, ROMMEL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/12