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 03/23/12 EST. NO.14 TIME 02:43 PM R.E. NAME: POUND, DAVID 11-2T0404 --------------------------------------------------------------------------- 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 0083 3,706.06 E.W. @ F.A.(+) 081611 N 096-P1 008 0005 1,649.95 E.W. @ F.A.(+) 081611 N 0096-2 009 0001 4,975.02 E.W. @ L.S.(+) 031912 N 9ELS01 010 0029 5,660.46 E.W. @ L.S.(+) 032012 N 10ELS1 020 0007 6,416.00 E.W. @ L.S.(+) 032012 N 20ELS1 029 0001 38,632.00 E.W. @ L.S.(+) 032012 N 29ELS1 031 0001 93,914.00 A.C. @ L.S.(+) 031912 N 31ALS1 154,953.49 TOTAL THIS ESTIMATE 755,049.72 TOTAL PREVIOUS ESTIMATE 910,003.21 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 03/23/12 EST. NO.14 TIME 02:43 PM R.E. NAME: POUND, DAVID 11-2T0404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEFICIENCIES -290,089.71 05 SWPPP DEFCIENCIES 290,089.71 06 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS APRIL 2011 -2,000.00 04 PRTL RECD APR 11 CP 1,000.00 05 DEL MAY 2011 CPR -4,000.00 05 REC'D MAY'11 CPR -10,000.00 06 RECD JUN 2011 CPR 10,000.00 07 RECD MAY 2011 CPRS 4,000.00 07 DEL AUG CPR -3,000.00 08 DEL SEPT 11 CPR -3,000.00 09 RECD APR 11 DEL 1,000.00 09 RECD AUG 11 DEL 3,000.00 09 PRTL SEPT 11 DEL 2,000.00 10 DEL NOV 11 CPR -6,000.00 11 DEL DEC 11 CPR -10,000.00 12 RECD SEP 11 DEL 1,000.00 12 DEL JAN 12 CPR -5,000.00 13 PRTL DEC 11 DEL 8,000.00 13 PRTL NOV 11 DEL 5,000.00 13 DEL FEB 12 CPR -3,000.00 14 PRTL JAN 12 DEL 4,000.00 14 1,000.00 -7,000.00 TOTAL DEDUCTIONS 1,000.00 -7,000.00 PROGRAM CAS145 PAGE 1 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 LOCATION RERUN PROGRESS ESTIMATE 11-SD-805-26.5/28.9 ----------------------- DIABLO CONTRACTORS INC IN SAN DIEGO COUNTY IN SAN DIEGO ON 7 CROW CANYON COURT SUITE 100 ROUTE 805 FROM 0.3 KM SOUTH OF SAN RAMON CA 94583 SOLEDAD CANYON BRIDGE AND OVERHEAD TO 0.6 KM NORTH OF ROUTE 5/805 SEPARATION ON ROUTE 5 FED. AID NO. ARRA-805 (610)N ,L-805 (610)N CONSTRUCT HOV LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.500 5,000.00 002 TIME-RELATED OVERHEAD LS 900,000.0000 1,900,000.00 0.032 60,800.00 0.555 1,054,500.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 15.0000 5,550.00 150.000 2,250.00 004 TEMPORARY FENCE (TYPE ESA) M 10.0000 18,600.00 1,594.110 15,941.10 005 CONSTRUCTION SITE MANAGEMENT LS 5,000.0000 5,000.00 0.032 160.00 0.555 2,775.00 006 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.709 3,545.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 6.0000 85,800.00 1,298.000 7,788.00 10,523.820 63,142.92 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 500.0000 15,500.00 1.000 500.00 11.000 5,500.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 1,000.0000 27,000.00 26.000 26,000.00 010 TEMPORARY CHECK DAM M 7.0000 18,270.00 620.770 4,345.39 3,416.070 23,912.49 011 TEMPORARY STRAW BALE BARRIER M 25.0000 24,750.00 6.000 150.00 1,457.940 36,448.50 012 MOVE-IN/MOVE-OUT EA 1,000.0000 12,000.00 4.000 4,000.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 22,500.00 8.000 1,200.00 014 TEMPORARY HYDRAULIC MULCH M2 0.3000 93,600.00 53,912.200 16,173.66 (POLYMER STABILIZED FIBER MATRIX) 015 STREET SWEEPING LS 20,000.0000 20,000.00 0.032 640.00 0.555 11,100.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.032 320.00 0.555 5,550.00 017 RAIN EVENT ACTION PLAN EA 200.0000 13,800.00 3.000 600.00 17.000 3,400.00 018 STORM WATER ANNUAL REPORT EA 200.0000 800.00 1.000 200.00 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 6,600.00 1.000 300.00 3.000 900.00 020 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.013 260.00 0.622 12,440.00 021 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.032 4,800.00 0.555 83,250.00 022 TYPE III BARRICADE EA 150.0000 300.00 2.000 300.00 PROGRAM CAS145 PAGE 2 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 4,250.00 129.170 3,229.25 024 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 7,500.00 14,129.630 8,477.78 025 TRAFFIC PLASTIC DRUM EA 45.0000 9,000.00 169.000 7,605.00 026 TEMPORARY PAVEMENT MARKER EA 3.0000 8,400.00 420.000 1,260.00 027 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 30,000.00 0.190 950.00 3.330 16,650.00 028 TEMPORARY RAILING (TYPE K) M 17.0000 214,200.00 9,164.660 155,799.22 029 TEMPORARY CRASH CUSHION MODULE EA 200.0000 46,000.00 143.000 28,600.00 030 TEMPORARY CRASH CUSHION (ABSORB 350) EA 2,500.0000 32,500.00 10.000 25,000.00 031 ABANDON IRRIGATION CROSSOVER EA 200.0000 200.00 0.000 0.00 032 ABANDON CULVERT EA 200.0000 1,800.00 1.000 200.00 3.000 600.00 033 ABANDON INLET EA 200.0000 1,200.00 0.000 0.00 034 REMOVE THRIE BEAM BARRIER M 12.0000 57,240.00 4,675.000 56,100.00 035 REMOVE METAL BEAM GUARD RAILING M 12.0000 10,800.00 686.000 8,232.00 036 REMOVE TRAFFIC STRIPE M 1.0000 34,100.00 24,145.135 24,145.14 037 REMOVE PAVEMENT MARKING M2 14.0000 2,100.00 52.240 731.36 038 REMOVE ROADSIDE SIGN EA 100.0000 11,000.00 80.000 8,000.00 039 REMOVE SIGN STRUCTURE EA 1,500.0000 12,000.00 7.000 10,500.00 040 REMOVE CULVERT M 50.0000 21,500.00 10.000 500.00 67.940 3,397.00 041 REMOVE INLET EA 500.0000 8,000.00 6.000 3,000.00 042 REMOVE HEADWALL EA 1,000.0000 1,000.00 0.000 0.00 043 REMOVE RETAINING WALL (PORTION) LS 6,530.0000 6,530.00 0.000 0.00 044 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 8,700.00 0.000 0.00 045 RESET ROADSIDE SIGN EA 300.0000 300.00 0.000 0.00 046 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 0.000 0.00 047 MODIFY INLET EA 800.0000 3,200.00 0.000 0.00 048 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 23,900.00 911.920 4,559.60 049 REMOVE CONCRETE M3 100.0000 29,000.00 153.600 15,360.00 PROGRAM CAS145 PAGE 3 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 80.0000 18,400.00 0.000 0.00 051 CAP RISER EA 200.0000 400.00 2.000 400.00 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,500.0000 72,500.00 0.650 47,125.00 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,500.0000 45,500.00 0.600 27,300.00 054 BRIDGE REMOVAL (PORTION), LOCATION C LS 17,600.0000 17,600.00 0.850 14,960.00 055 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 0.950 285,000.00 056 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 057 ROADWAY EXCAVATION M3 11.0000 1,430,000.00 10,625.000 116,875.00 83,125.267 914,377.94 058 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 059 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 186,840.00 4,566.000 182,640.00 (F) 060 STRUCTURE EXCAVATION (CRIB WALL) M3 30.0000 6,150.00 0.000 0.00 (F) 061 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 182,000.00 1,500.000 60,000.00 (F) 062 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 13.0000 38,220.00 700.000 9,100.00 700.000 9,100.00 (F) 063 STRUCTURE BACKFILL (BRIDGE) M3 24.0000 102,360.00 508.000 12,192.00 1,572.000 37,728.00 (F) 064 STRUCTURE BACKFILL (CRIB WALL) M3 30.0000 5,700.00 0.000 0.00 (F) 065 STRUCTURE BACKFILL (RETAINING WALL) M3 36.0000 196,740.00 1,052.000 37,872.00 2,216.000 79,776.00 (F) 066 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 24.0000 6,480.00 0.000 0.00 (F) 067 PERVIOUS BACKFILL MATERIAL (RETAINING M3 20.0000 8,080.00 5.000 100.00 129.400 2,588.00 (F) WALL) 068 GEOSYNTHETIC REINFORCED EMBANKMENT M2 150.0000 555,000.00 0.000 0.00 (F) 069 SAND BACKFILL M3 20.0000 2,200.00 0.000 0.00 070 DITCH EXCAVATION M3 30.0000 25,500.00 0.000 0.00 071 HIGHWAY PLANTING LS 100,000.0000 100,000.00 0.000 0.00 072 ROCK BLANKET M2 55.0000 59,400.00 0.000 0.00 073 ROCK MULCH M2 25.0000 39,250.00 0.000 0.00 074 DUFF M2 10.0000 49,700.00 0.000 0.00 075 EROSION CONTROL (TYPE D) M2 0.5000 17,750.00 0.000 0.00 076 EROSION CONTROL (NETTING) M2 1.0000 640.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER ROLLS M 6.0000 57,300.00 0.000 0.00 078 EROSION CONTROL HYDRAULIC MULCH M2 0.4000 17,400.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 079 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0.00 080 DRAINAGE INLET PROTECTION EA 150.0000 1,200.00 0.000 0.00 (EROSION CONTROL) 081 CHECK DAM (EROSION CONTROL) M 7.0000 3,780.00 0.000 0.00 082 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 083 IRRIGATION SYSTEM LS 155,000.0000 155,000.00 0.000 0.00 084 75 MM WATER SUPPLY LINE (BRIDGE) M 100.0000 7,400.00 0.000 0.00 (F) 085 WATER METER EA 50,000.0000 150,000.00 0.000 0.00 086 200 MM CORRUGATED HIGH DENSITY M 120.0000 21,600.00 9.000 1,080.00 POLYETHYLENE PIPE CONDUIT 087 FINISHING ROADWAY LS 55,000.0000 55,000.00 0.000 0.00 088 CLASS 2 AGGREGATE BASE M3 14.0000 355,600.00 11,076.383 155,069.36 089 AGGREGATE BASE (APPROACH SLAB) M3 50.0000 900.00 11.020 551.00 090 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,200.0000 5,500.00 0.000 0.00 091 HOT MIX ASPHALT TONN 90.0000 2,241,000.00 9,006.530 810,587.70 092 HOT MIX ASPHALT (TYPE A) TONN 100.0000 192,000.00 532.230 53,223.00 093 MINOR HOT MIX ASPHALT TONN 115.0000 70,150.00 146.270 16,821.05 094 DATA CORE LS 8,000.0000 8,000.00 0.000 0.00 095 PLACE HOT MIX ASPHALT DIKE M 14.5000 25,375.00 0.000 0.00 096 PLACE HOT MIX ASPHALT M2 15.5000 18,755.00 769.420 11,926.01 (MISCELLANEOUS AREA) 097 TACK COAT TONN 750.0000 18,000.00 4.830 3,622.50 098 CONCRETE PAVEMENT M3 170.0000 1,836,000.00 1,970.040 334,906.80 099 CONCRETE PAVEMENT M3 400.0000 52,000.00 125.370 50,148.00 (RAPID STRENGTH CONCRETE) 100 RAPID STRENGTH CONCRETE BASE M3 400.0000 52,000.00 125.370 50,148.00 101 SEAL PAVEMENT JOINT M 4.2000 82,320.00 2,438.000 10,239.60 102 SEAL LONGITUDINAL ISOLATION JOINT M 9.0000 56,610.00 821.000 7,389.00 103 GRIND EXISTING CONCRETE M2 5.0000 182,000.00 10,394.550 51,972.75 PAVEMENT PROGRAM CAS145 PAGE 5 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH STEEL PILING (HP 250 X 85) M 100.0000 55,700.00 557.000 55,700.00 105 DRIVE STEEL PILE (HP 250 X 85) EA 1,700.0000 81,600.00 48.000 81,600.00 106 2.6 M PERMANENT STEEL CASING M 1,740.0000 480,240.00 275.900 480,066.00 107 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 370.0000 561,660.00 1,363.290 504,417.30 PILING 108 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 700.0000 234,500.00 282.345 197,641.50 PILING 109 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,000.0000 2,307,000.00 776.800 2,330,400.00 PILING 110 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 230.0000 166,060.00 597.000 137,310.00 PILING 111 PRESTRESSING CAST-IN-PLACE CONCRETE LS 900,000.0000 900,000.00 0.090 81,000.00 0.180 162,000.00 112 TIEBACK ANCHOR EA 4,000.0000 184,000.00 0.000 0.00 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 260.0000 217,100.00 812.000 211,120.00 (F) 114 STRUCTURAL CONCRETE, BRIDGE M3 650.0000 8,767,200.00 1,211.000 787,150.00 5,875.150 3,818,847.50 (F) 115 STRUCTURAL CONCRETE, RETAINING WALL M3 500.0000 1,769,500.00 757.650 378,825.00 (F) 116 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 65,650.00 0.000 0.00 (F) (TYPE N) 117 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 20,540.00 45.360 5,896.80 (TYPE R) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 130.0000 1,950.00 0.000 0.00 (F) (TYPE N MODIFIED) 119 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,100.0000 5,500.00 0.000 0.00 (F) 120 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 313,500.00 4.200 4,620.00 97.304 107,034.40 (F) 121 PAVING NOTCH EXTENSION M3 3,000.0000 15,000.00 1.020 3,060.00 122 ARCHITECTURAL TREATMENT M2 50.0000 134,100.00 884.300 44,215.00 (F) (RANDOM FLUTE TEXTURE) 123 ANTI-GRAFFITI COATING M2 10.0000 1,000.00 0.000 0.00 (F) 124 ARCHITECTURAL TREATMENT M2 300.0000 30,000.00 0.000 0.00 (F) (COBBLESTONE TEXTURE) 125 DRILL AND BOND DOWEL M 90.0000 153,720.00 237.800 21,402.00 321.800 28,962.00 126 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 94.0000 17,108.00 0.000 0.00 127 FURNISH 760 MM PRECAST PRESTRESSED EA 7,000.0000 217,000.00 0.000 0.00 CONCRETE STRUT (13 M - 18 M) 128 ERECT 760 MM PRECAST PRESTRESSED EA 1,000.0000 31,000.00 0.000 0.00 CONCRETE STRUT (13 M - 18 M) 129 JACKING SUPERSTRUCTURE LS 50,000.0000 50,000.00 0.000 0.00 130 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 200.0000 14,800.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 6 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL ASSEMBLY (MR 100 MM) M 490.0000 12,250.00 0.000 0.00 132 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,600.0000 81,600.00 0.000 0.00 133 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,600.0000 65,000.00 0.000 0.00 134 JOINT SEAL (MR 40 MM) M 180.0000 22,500.00 0.000 0.00 135 JOINT SEAL (MR 25 MM) M 100.0000 1,400.00 0.000 0.00 136 JOINT SEAL (MR 50 MM) M 240.0000 14,160.00 0.000 0.00 137 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 5,657,345.00 125,000.000 212,500.00 1,849,299.530 3,143,809.20 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) KG 1.7000 1,224,958.80 536,845.500 912,637.35 (F) 139 HEADED BAR REINFORCEMENT EA 20.0000 3,800.00 0.000 0.00 (F) 140 SHOTCRETE M3 468.0000 191,880.00 104.300 48,812.40 104.300 48,812.40 (F) 141 WEATHERING STEEL SCONCE EA 1,000.0000 12,000.00 0.000 0.00 (F) 142 WEATHERING STEEL PLATE EA 500.0000 23,500.00 0.000 0.00 (F) 143 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 15,328.00 0.000 0.00 (F) WITH WALKWAY) 144 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 2,874.00 0.000 0.00 (F) WITH WALKWAY) 145 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 8.0000 125,632.00 0.000 0.00 (F) 146 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 15,704.00 0.000 0.00 (F) 147 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 461,226.00 0.000 0.00 (F) 148 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 76,871.00 0.000 0.00 (F) 149 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 3,400.00 0.000 0.00 (F) STRUCTURE 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 16.0000 19,280.00 0.000 0.00 (F) WITHOUT WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,820.00 0.000 0.00 (F) WITHOUT WALKWAY) 152 FURNISH LAMINATED PANEL SIGN M2 200.0000 54,000.00 0.000 0.00 (25.4 MM-TYPE A) 153 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,000.00 0.000 0.00 (63.5 MM-TYPE H) 154 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 9,900.00 0.000 0.00 (1.6 MM-UNFRAMED) 155 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 4,140.00 0.000 0.00 (2.0 MM-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 800.00 0.000 0.00 (1.6 MM-FRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 7,440.00 0.000 0.00 (2.0 MM-FRAMED) PROGRAM CAS145 PAGE 7 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 762 MM CAST IN DRILLED HOLE CONCRETE M 2,500.0000 10,000.00 0.000 0.00 PILE (SIGN FOUNDATION) 159 914 MM CAST IN DRILLED HOLE CONCRETE M 2,200.0000 81,400.00 0.000 0.00 PILE (SIGN FOUNDATION) 160 1524 MM CAST-IN-DRILLED-HOLE M 1,700.0000 103,700.00 0.000 0.00 CONCRETE PILE (SIGN FOUNDATION) 161 METAL (RAIL MOUNTED SIGN) KG 10.0000 22,200.00 0.000 0.00 162 ROADSIDE SIGN-ONE POST EA 500.0000 2,000.00 0.000 0.00 (WEED CONTROL MAT RUBBER) 163 ROADSIDE SIGN - ONE POST EA 200.0000 10,400.00 0.000 0.00 164 ROADSIDE SIGN - TWO POST EA 300.0000 3,600.00 0.000 0.00 165 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 8,400.00 0.000 0.00 METHOD) 166 FLUSH MOUNTED SIGN EA 500.0000 1,000.00 0.000 0.00 167 INSTALL ROADSIDE SIGN EA 2,000.0000 4,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 168 PREPARE AND STAIN CONCRETE M2 42.0000 4,200.00 0.000 0.00 169 STAIN ROCK M2 10.0000 47,700.00 0.000 0.00 170 STAIN CONCRETE M2 10.0000 2,700.00 0.000 0.00 171 200 MM ALTERNATIVE PIPE CULVERT M 120.0000 6,360.00 0.000 0.00 172 450 MM ALTERNATIVE PIPE CULVERT M 120.0000 16,800.00 0.000 0.00 173 600 MM ALTERNATIVE PIPE CULVERT M 140.0000 305,200.00 110.450 15,463.00 1,168.580 163,601.20 174 750 MM ALTERNATIVE PIPE CULVERT M 160.0000 3,520.00 0.000 0.00 175 900 MM ALTERNATIVE PIPE CULVERT M 180.0000 3,600.00 0.000 0.00 176 450 MM HIGH DENSITY POLYETHLENE PIPE M 120.0000 3,000.00 0.000 0.00 TYPE S 177 600 MM HIGH DENSITY POLYETHLENE PIPE M 130.0000 14,300.00 0.000 0.00 TYPE S 178 750 MM HIGH DENSITY POLYETHLENE PIPE M 160.0000 19,840.00 12.200 1,952.00 TYPE S 179 900 MM HIGH DENSITY POLYETHLENE PIPE M 180.0000 5,580.00 0.000 0.00 TYPE S 180 1050 MM REINFORCED CONCRETE PIPE M 290.0000 11,890.00 0.000 0.00 "CLASS II - METHOD 1" 181 1200 MM REINFORCED CONCRETE PIPE M 600.0000 26,400.00 0.000 0.00 "CLASS II - METHOD 1" 182 1350 MM REINFORCED CONCRETE PIPE M 640.0000 108,800.00 170.000 108,800.00 "CLASS II - METHOD 1" 183 900 MM REINFORCED CONCRETE PIPE M 350.0000 7,000.00 0.000 0.00 "CLASS V SPECIAL - METHOD 2" 184 600 MM ALTERNATIVE PIPE DOWNDRAIN M 100.0000 4,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 DRAINAGE INLET MARKER EA 100.0000 2,000.00 0.000 0.00 186 GRATED LINE DRAIN M 270.0000 35,100.00 10.000 2,700.00 187 WELDED STEEL PIPE CASING (BRIDGE) M 400.0000 28,400.00 0.000 0.00 188 900 MM PRECAST CONCRETE PIPE RISER M 300.0000 3,600.00 0.000 0.00 189 400 MM WATER MAIN M 240.0000 88,800.00 0.000 0.00 190 ABANDON WATER FACILITIES M 60.0000 11,400.00 0.000 0.00 191 PRESSURE REDUCING STATION AND TELEMETRY LS 104,660.0000 104,660.00 0.000 0.00 SYSTEM (WATER VALVES, LATERALS) 192 460 MM SEWER MAIN M 240.0000 21,840.00 58.000 13,920.00 58.000 13,920.00 193 305 MM VENT PIPE M 100.0000 8,400.00 70.100 7,010.00 194 914 MM STEEL CASING M 700.0000 55,300.00 29.000 20,300.00 58.000 40,600.00 195 MANHOLES 1500 MM X 900 MM EA 10,000.0000 30,000.00 1.000 10,000.00 1.000 10,000.00 196 ADJUST EXISTING GATE VALVE COVERS TO EA 1,000.0000 3,000.00 0.000 0.00 GRADE 197 FIRE HYDRANT EA 1,000.0000 1,000.00 0.000 0.00 198 SEWER DIVERSION PLAN LS 5,000.0000 5,000.00 0.250 1,250.00 0.500 2,500.00 199 400 MM BUTTERFLY VALVE EA 2,000.0000 6,000.00 0.000 0.00 200 300 MM BUTTERFLY VALVE EA 2,000.0000 4,000.00 0.000 0.00 201 ADJUST MANHOLE FRAME AND COVER TO GRADE EA 1,500.0000 4,500.00 0.000 0.00 202 MODIFY MANHOLE (100 MM X 900 MM) EA 5,000.0000 5,000.00 1.000 5,000.00 1.000 5,000.00 203 REMOVE MANHOLE EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 204 ABANDON PRESSURE REDUCING STATION LS 5,000.0000 5,000.00 0.000 0.00 205 MINOR CONCRETE (BACKFILL) M3 120.0000 3,360.00 0.000 0.00 206 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 400.0000 60,000.00 0.000 0.00 207 CONCRETE (CHANNEL LINING) M3 400.0000 9,600.00 0.000 0.00 208 CONCRETE (CONCRETE APRON) M3 400.0000 2,400.00 0.000 0.00 209 SLOPE PAVING (CONCRETE) M3 690.0000 33,810.00 0.000 0.00 (F) 210 ROCK SLOPE PROTECTION FABRIC M2 10.0000 2,600.00 0.000 0.00 211 MINOR CONCRETE (CURB) M 60.0000 32,220.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 9 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 141,000.00 0.000 0.00 CONSTRUCTION) 213 MINOR CONCRETE (GUTTER) M 130.0000 5,720.00 0.000 0.00 (F) 214 MINOR CONCRETE (TEXTURED PAVING) M2 64.0000 99,200.00 0.000 0.00 215 MISCELLANEOUS IRON AND STEEL KG 1.0000 16,798.00 296.000 296.00 (F) 216 ISOLATION CASING (3.3 M) KG 1.0000 11,400.00 6,615.000 6,615.00 11,400.000 11,400.00 (F) 217 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 32,500.00 0.000 0.00 (F) 218 BRIDGE DECK DRAINAGE SYSTEM KG 3.0000 48,000.00 7,500.000 22,500.00 (F) 219 CHAIN LINK FENCE (TYPE CL-1.8) M 50.0000 30,000.00 0.000 0.00 220 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,600.0000 3,200.00 0.000 0.00 221 DELINEATOR (CLASS 1) EA 35.0000 1,575.00 0.000 0.00 222 GUARD RAILING DELINEATOR EA 35.0000 665.00 0.000 0.00 223 CONCRETE BARRIER MARKER EA 35.0000 1,505.00 0.000 0.00 224 METAL BEAM GUARD RAILING M 99.0000 9,900.00 36.300 3,593.70 225 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 160.0000 15,200.00 0.000 0.00 (F) 226 CONCRETE BARRIER (TYPE K) M 85.0000 4,335.00 0.000 0.00 227 PIPE HANDRAILING M 400.0000 10,800.00 0.000 0.00 228 TUBULAR PIPE HANDRAILING M 150.0000 273,600.00 0.000 0.00 (F) 229 CONCRETE BARRIER (TYPE 26 MOD) M 400.0000 4,400.00 0.000 0.00 230 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 221,200.00 0.000 0.00 (F) 231 CONCRETE BARRIER (TYPE 26A MODIFIED) M 528.0000 84,480.00 0.000 0.00 (F) 232 CONCRETE BARRIER (TYPE 26A MODIFIED 2) M 576.0000 227,520.00 0.000 0.00 (F) 233 CABLE RAILING M 77.0000 8,008.00 0.000 0.00 (F) 234 TRANSITION RAILING (TYPE WB) EA 2,700.0000 8,100.00 0.000 0.00 235 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 6,600.00 0.000 0.00 236 CRASH CUSHION, SAND FILLED EA 380.0000 18,240.00 0.000 0.00 237 CRASH CUSHION (REACT 9CBB) EA 48,600.0000 145,800.00 1.000 48,600.00 238 CRASH CUSHION (REACT 4CBB) EA 37,500.0000 37,500.00 0.000 0.00 PROGRAM CAS145 PAGE 10 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE A) M 350.0000 135,800.00 0.000 0.00 (F) 240 CONCRETE BARRIER (TYPE 60) M 180.0000 212,400.00 106.950 19,251.00 241 CONCRETE BARRIER (TYPE 60A) M 175.0000 10,500.00 0.000 0.00 (F) 242 CONCRETE BARRIER (TYPE 60C) M 280.0000 470,400.00 0.000 0.00 243 CONCRETE BARRIER (TYPE 60E) M 534.0000 122,820.00 0.000 0.00 244 CONCRETE BARRIER (TYPE 60E MODIFIED) M 576.0000 69,120.00 0.000 0.00 245 CONCRETE BARRIER (TYPE 60C MODIFIED) M 796.0000 56,516.00 0.000 0.00 (F) 246 CONCRETE BARRIER (TYPE 736) M 200.0000 54,400.00 0.000 0.00 (F) 247 CONCRETE BARRIER (TYPE 736 MODIFIED) M 200.0000 115,200.00 0.000 0.00 (F) 248 CONCRETE BARRIER (TYPE 736R) M 250.0000 17,750.00 0.000 0.00 (F) 249 CONCRETE BARRIER (TYPE 736A MODIFIED) M 250.0000 5,000.00 0.000 0.00 (F) 250 CONCRETE BARRIER (TYPE 742) M 300.0000 72,900.00 0.000 0.00 (F) 251 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 14,700.00 0.000 0.00 252 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 33,100.00 0.000 0.00 253 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 7,560.00 0.000 0.00 254 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,370.00 0.000 0.00 (BROKEN 3.66 M - 0.92 M) 255 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 500.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 256 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,200.00 0.000 0.00 (BROKEN 11.0 M - 3.50 M) 257 PAINT TRAFFIC STRIPE (2-COAT) M 1.0000 86,100.00 34,947.588 34,947.59 258 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 10,600.00 6,684.000 6,684.00 259 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 32,100.00 3,444.000 10,332.00 260 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.200 600.00 SYSTEM ELEMENTS DURING CONSTRUCTION 261 SIGNAL AND LIGHTING (LOCATION 1) LS 299,000.0000 299,000.00 0.140 41,860.00 262 SIGNAL AND LIGHTING (LOCATION 2) LS 156,000.0000 156,000.00 0.000 0.00 263 SIGNAL AND LIGHTING LS 142,000.0000 142,000.00 0.020 2,840.00 (CITY STREET LOCATION 1) 264 SIGNAL AND LIGHTING LS 118,000.0000 118,000.00 0.000 0.00 (CITY STREET LOCATION 2) 265 LIGHTING (CITY STREET) LS 144,000.0000 144,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 LIGHTING AND SIGN ILLUMINATION LS 371,000.0000 371,000.00 0.144 53,424.00 267 CHANGEABLE MESSAGE SIGN SYSTEM LS 13,000.0000 13,000.00 0.000 0.00 268 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 3,600.00 0.000 0.00 269 ELECTRIC SERVICE (IRRIGATION) LS 9,000.0000 9,000.00 0.000 0.00 270 TRAFFIC MONITORING STATION (LOCATION 1) LS 7,500.0000 7,500.00 0.950 7,125.00 271 TRAFFIC MONITORING STATION (LOCATION 2) LS 20,000.0000 20,000.00 0.000 0.00 272 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.460 39,100.00 (LOCATION 1) 273 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.080 6,800.00 (LOCATION 2) 274 TEMPORARY RAMP METERING SYSTEM LS 9,000.0000 9,000.00 0.930 8,370.00 (LOCATION 3) 275 RAMP METERING SYSTEM (LOCATION 1) LS 93,000.0000 93,000.00 0.020 1,860.00 276 RAMP METERING SYSTEM (LOCATION 2) LS 84,000.0000 84,000.00 0.020 1,680.00 277 RAMP METERING SYSTEM (LOCATION 3) LS 38,000.0000 38,000.00 0.040 1,520.00 278 450 MM REINFORCED CONCRETE PIPE M 165.0000 26,400.00 154.000 25,410.00 279 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 150.0000 4,500.00 0.000 0.00 PROGRAM CAS145 PAGE 12 DATE 03/23/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0404 TIME 02:43 PM ESTIMATE NO. 14 BID OPENING 12/16/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/12 R.E. NAME: POUND, DAVID DATE OF THIS ESTIMATE 03/23/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,487,484.79 18,347,085.67 ADJUSTMENT OF COMPENSATION 93,914.00 394,553.61 EXTRA WORK 61,039.49 515,449.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,642,438.28 19,257,088.88 280 MOBILIZATION LS 0.0000 4,000,000.00 0.950 3,800,000.00 ORIGINAL CONTRACT AMOUNT 47,232,888.80 TOTAL WORK COMPLETED 1,642,438.28 23,057,088.88 MATERIALS ON HAND ON SITE 1,372,556.16 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -7,000.00 TOTAL 1,643,438.28 24,422,645.04 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 02/08/11 650 03/15/11 03/15/11 01/29/14 222 26 35 0 47% 32% PROGRESS IS SATISFACTORY POUND, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 03/23/12