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 09/02/15 EST. NO. 040 TIME 03:12 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 020 0500 4,968.54 E.W. @ F.A.(+) 100814 Y 1326.1 119 0022 694.41 A.C. @ F.A.(+) 100814 Y 1365.1 0023 178.96 101314 Y 1865.0 0024 180.82 101314 Y 1866.0 0025 42.07 101114 Y 1867.0 0026 583.92 101114 Y 1868.0 0027 164.52 100914 Y 1869.0 0028 607.93 100914 Y 1870.0 0030 25,187.50 082615 N 1871.1 120 0001 8,248.90 A.C. @ L.S.(+) 083115 N 2002.0 123 0001 22,723.40 A.C. @ L.S.(+) 083115 N 2000.0 130 0009-1 -626.21 A.C. @ F.A.(+) 060115 Y 1750.0 DAO CORRECTING ENTRY 0009-2 365.29 060115 Y 1750.0 DAO CORRECTING ENTRY 0011-1 -626.21 060215 Y 1752.0 DAO CORRECTING ENTRY 0011-2 313.10 060215 Y 1752.0 DAO CORRECTING ENTRY 142 0001 45,000.00 A.C. @ L.S.(+) 083115 N 2001.0 108,006.94 TOTAL THIS ESTIMATE 38,625,017.48 TOTAL PREVIOUS ESTIMATE 38,733,024.42 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 09/02/15 EST. NO. 040 TIME 03:12 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-STATE INSPECT -5,000.00 003 OUT-OF-STATE INS#130 -5,000.00 019 OUT-OF-STATE INS#133 -5,000.00 019 RESTAKE CHARGE SR97 -1,173.34 034 RESTAKE CHARGE SR160 -1,173.34 034 RESTAKE CHARGE SR161 -880.00 034 RESTAKE CHARGE SR164 -440.00 035 RESTAKE CHARGE SR185 -1,173.34 037 RESTAKE CHARGE SR223 -6,600.00 039 RESTAKE CHARGE SR229 -880.00 039 RESTAKE CHARGE SR230 -440.00 039 RESTAKE CHARGE SR234 -1,760.00 039 0.00 -29,520.02 LABOR COMPLIANCE VIOLATION PER LTR DATED 4/13 -5,000.00 007 PER LTR DATED 5/13 -10,000.00 008 RETURN DEDUCT 4/13 5,000.00 008 PER LTR DATED 7/13 -10,000.00 011 PER LTR DATED 8/13 -10,000.00 012 PER LTR DATED 9/13 -10,000.00 013 RETURN DEDUCT 5/13 10,000.00 013 PER LTR DATED 10/13 -10,000.00 014 PER LTR DATED 11/13 -10,000.00 016 RETURN DEDUCT 7/13 10,000.00 016 PER LTR DATED 12/13 -10,000.00 017 RETURN DEDUCT 8/13 10,000.00 017 PER LTR DATED 1/14 -5,000.00 018 RETURN DEDUCT 9/13 10,000.00 018 PER LTR DATED 2/14 -5,000.00 019 RETURN DEDUCT 12/13 10,000.00 019 PER LTR DATED 4/14 -5,000.00 021 RETURN DEDUCT 1/14 5,000.00 021 RETURN DEDUCT 2/14 5,000.00 021 RETURN DEDUCT 10/13 10,000.00 021 PER LTR DATED 5/14 -5,000.00 022 RETURN DEDUCT 11/13 10,000.00 022 PER LTR DATED 6/14 -10,000.00 023 RETURN DEDUCT 4/14 5,000.00 023 RETURN DEDUCT 5/14 5,000.00 023 PER LTR DATED 7/14 -10,000.00 024 PER LTR DATED 8/14 -10,000.00 026 PER LTR DATED 10/14 -10,000.00 028 PER LTR DATED 11/14 -10,000.00 029 RETURN DEDUCT 6/14 10,000.00 029 RETURN DEDUCT 7/14 10,000.00 029 PER LTR DATED 12/14 -10,000.00 030 RETURN DEDUCT 8/14 10,000.00 030 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 09/02/15 EST. NO. 040 TIME 03:12 PM R.E. NAME: WRIGHT, GEOFFREY 01-262004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RETURN DEDUCT 10/14 10,000.00 030 RETURN DEDUCT 11/14 10,000.00 030 PER LTR DATED 1/15 -7,500.00 031 PER LTR DATED 2/15 -7,500.00 033 RETURN DEDUCT 12/14 10,000.00 033 RETURN DEDUCT 1/15 7,500.00 033 PER LTR DATED 3/15 -10,000.00 034 RETURN 2/15 DEDUCT 7,500.00 034 PER LTR DATED 4/15 -10,000.00 035 PER LTR DATED 5/15 -2,500.00 036 RETURN 3/15 DEDUCT 10,000.00 036 RETURN 4/15 DEDUCT 10,000.00 036 PER LTR DATED 6/15 -10,000.00 037 RTN DEDUCT 5/15 2,500.00 037 PER LTR DATED 7/15 -2,500.00 038 RETURN 6/15 DEDUCT 10,000.00 038 PER LTR DATED 8/2015 -10,000.00 039 RETURN PREV DEDUCT 2,500.00 039 0.00 -10,000.00 OVERBID ITEMS OVERBID ITEM NO. 264 -1,589.27 009 OVERBID ITEM NO. 264 -794.64 012 OVERBID ITEM NO. 264 -635.71 013 OVERBID ITEM NO. 264 -158.93 027 0.00 -3,178.55 TOTAL DEDUCTIONS 0.00 -42,698.57 PROGRAM CAS145 PAGE 1 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 01-MEN-101-R43.1/49.0 ------------------------------ DESILVA GATES - FLATIRON WEST, IN MENDOCINO COUNTY IN AND NEAR A JOINT VENTURE WILLITS FROM 1.3 KM SOUTH OF HAEHL 2100 GOODYEAR RD OVERHEAD TO 2.9 KM SOUTH OF BENICIA CA 94510 REYNOLDS HIGHWAY FED. AID NO. N O N E CONSTRUCT 2 LANE HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250 002 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,120,000.00 479.000 2,874,000 003 TEMPORARY FENCE (TYPE BW) M 17.0000 1,224.00 530.800 9,023 004 TEMPORARY FENCE (TYPE ESA) M 6.0000 118,200.00 0.000 0 005 TEMPORARY FENCE (TYPE ESA-FLOODWAY) M 30.0000 119,700.00 0.000 0 006 TEMPORARY SUMP SYSTEM EA 7,000.0000 49,000.00 7.000 49,000 007 INSTRUMENTATION INSTALLATION AND LS 100,000.0000 100,000.00 0.921 92,100 MONITORING 008 TEMPORARY ACTIVE TREATMENT SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 009 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.921 138,150 010 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750 PREVENTION PLAN 011 SOIL MANAGEMENT PLAN LS 10,000.0000 10,000.00 0.750 7,500 012 TEMPORARY EROSION CONTROL BLANKET M2 6.7500 302,400.00 38,969.870 263,046 013 TEMPORARY FIBER ROLL M 6.7500 412,425.00 20,865.220 140,840 014 TEMPORARY SILT FENCE M 5.7500 155,250.00 23,738.110 136,494 015 TEMPORARY GRAVEL BAG BERM M 35.0000 70,700.00 4,829.480 169,031 016 TEMPORARY CONSTRUCTION ENTRANCE EA 3,750.0000 75,000.00 18.000 67,500 017 TEMPORARY COVER M2 2.5000 112,500.00 108,554.400 271,386 018 TEMPORARY CHECK DAM M 35.0000 40,950.00 2,353.770 82,381 019 MOVE-IN/MOVE-OUT EA 1,000.0000 20,000.00 30.000 30,000 (TEMPORARY EROSION CONTROL) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 47,400.00 11.000 3,300 021 TEMPORARY HYDRAULIC MULCH M2 1.0000 682,000.00 981,484.000 981,484 (BONDED FIBER MATRIX) 022 STREET SWEEPING LS 20,000.0000 20,000.00 0.921 18,420 PROGRAM CAS145 PAGE 2 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 80,000.0000 80,000.00 0.570 45,600 024 RAIN EVENT ACTION PLAN EA 500.0000 195,000.00 34.000 17,000 025 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 3.000 6,000 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 30,000.00 55.000 8,250 027 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.800 12,000 028 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.921 110,520 029 TYPE III BARRICADE EA 100.0000 3,900.00 0.000 0 030 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 510.00 0.000 0 031 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 9,230.00 684.000 684 032 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,050.00 6.000 300 033 TRAFFIC PLASTIC DRUM EA 80.0000 16,000.00 8.000 640 034 TEMPORARY PAVEMENT MARKER EA 5.0000 3,000.00 0.000 0 035 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.921 18,420 036 TEMPORARY RAILING (TYPE K) M 100.0000 293,000.00 1,798.580 179,858 037 TEMPORARY CRASH CUSHION MODULE EA 200.0000 18,800.00 69.000 13,800 038 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 600,000.0000 600,000.00 0.921 552,600 039 HYDROACOUSTIC MONITORING LS 1,000.0000 1,000.00 0.400 400 040 ABANDON REINFORCED CONCRETE BOX EA 6,500.0000 6,500.00 0.000 0 041 ABANDON CULVERT M 50.0000 2,500.00 0.000 0 042 ABANDON WATER WELL EA 5,000.0000 15,000.00 8.000 40,000 043 REMOVE FENCE M 4.0000 16,520.00 4,539.500 18,158 044 REMOVE CATTLE GUARD EA 1,000.0000 2,000.00 0.000 0 045 REMOVE METAL BEAM GUARD RAILING M 15.0000 6,450.00 291.250 4,368 046 REMOVE FLARED END SECTION EA 300.0000 2,700.00 3.000 900 047 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 7,800.00 0.000 0 STRIPE 048 REMOVE TRAFFIC STRIPE M 2.0000 4,300.00 381.000 762 049 REMOVE ROADSIDE SIGN EA 100.0000 3,600.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0 051 REMOVE CULVERT M 100.0000 62,000.00 469.800 46,980 052 REMOVE INLET EA 1,000.0000 4,000.00 0.000 0 053 REMOVE HEADWALL EA 1,600.0000 3,200.00 0.000 0 054 REMOVE REINFORCED CONCRETE BOX CULVERT EA 15,000.0000 15,000.00 0.000 0 055 REMOVE WINGWALL EA 1,700.0000 6,800.00 0.000 0 056 REMOVE ASPHALT CONCRETE SURFACING M2 10.0000 13,400.00 0.000 0 057 REMOVE BASE AND SURFACING M2 10.0000 11,800.00 0.000 0 058 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 37,200.00 0.000 0 060 CLEARING AND GRUBBING HA 10,000.0000 650,000.00 64.550 645,500 061 DEVELOP WATER SUPPLY LS 450,000.0000 450,000.00 0.799 359,550 062 ROADWAY EXCAVATION M3 10.4000 7,477,600.00 777,817.360 8,089,300 063 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 064 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 0 065 DUST CONTROL PLAN LS 3,000.0000 3,000.00 0.000 0 066 ROADWAY EXCAVATION (TYPE DC) M3 50.0000 15,500.00 310.000 15,500 067 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 176,840.00 4,146.150 165,846 (F) 068 STRUCTURE EXCAVATION (TYPE A) M3 50.0000 19,600.00 392.000 19,600 (F) 069 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 540,000.00 3,599.995 539,999 (F) 070 STRUCTURE EXCAVATION (TYPE DH) M3 50.0000 10,700.00 214.000 10,700 (F) 071 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 154,520.00 3,863.000 154,520 (F) 072 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 705,100.00 4,432.200 443,220 (F) 073 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 529,800.00 1,853.600 185,360 (F) 074 PERVIOUS BACKFILL MATERIAL M3 140.0000 2,660.00 15.000 2,100 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 95.0000 29,260.00 177.000 16,815 (F) WALL) 076 DITCH EXCAVATION M3 10.0000 5,700.00 410.000 4,100 PROGRAM CAS145 PAGE 4 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 IMPORTED MATERIAL (SHOULDER BACKING) TONN 60.0000 27,000.00 0.000 0 078 IMPORTED BORROW (CY) CY 10.4000 7,706,400.00 418,539.654 4,352,812 079 IMPORTED TOPSOIL M3 90.0000 18,900.00 0.000 0 080 BOULDER EA 700.0000 26,600.00 0.000 0 081 ROCK BLANKET M2 50.0000 49,000.00 0.000 0 082 GRAVEL (MISCELLANEOUS AREAS) (SQFT) M3 200.0000 1,800.00 0.000 0 083 MULCH M3 120.0000 16,800.00 0.000 0 084 FIBER ROLLS M 8.0000 239,200.00 35,849.020 286,792 085 COMPOST (INCORPORATE) M2 3.0000 7,200.00 0.000 0 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 6.000 6,000 087 EROSION CONTROL (BONDED FIBER MATRIX) HA 19,000.0000 779,000.00 21.374 406,106 (A) 088 EROSION CONTROL (BONDED FIBER MATRIX) HA 29,000.0000 87,000.00 0.000 0 (B) 089 EROSION CONTROL (BONDED FIBER MATRIX) HA 26,000.0000 416,000.00 2.027 52,702 (C) 090 ROLLED EROSION CONTROL PRODUCT M2 4.0000 476,000.00 142,841.120 571,364 (NETTING) 091 ROLLED EROSION CONTROL PRODUCT (TURF M2 50.0000 71,000.00 0.000 0 REINFORCEMENT MAT) 092 ROOTWAD REVERTMENT EA 1,200.0000 60,000.00 39.000 46,800 093 WILLOW CUTTINGS (PLANT GROUP WC) EA 100.0000 30,000.00 300.000 30,000 094 LIVE SILTATION M 400.0000 208,000.00 678.000 271,200 095 BRUSH LAYERING M 350.0000 227,500.00 600.000 210,000 096 VEGETATED ROCK SLOPE PROTECTION M 200.0000 118,000.00 478.400 95,680 097 EDGING (STEEL) M 50.0000 6,000.00 0.000 0 098 IRRIGATION SYSTEM LS 20,000.0000 20,000.00 0.000 0 099 NPS 6 SUPPLY LINE (BRIDGE) M 800.0000 10,400.00 13.000 10,400.00 13.000 10,400 (F) 100 200 MM CORRUGATED HIGH DENSITY M 200.0000 11,200.00 0.000 0 POLYETHYLENE PIPE CONDUIT 101 250 MM CORRUGATED HIGH DENSITY M 200.0000 84,000.00 109.050 21,810 POLYETHYLENE PIPE CONDUIT 102 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0 103 CLASS 2 AGGREGATE BASE M3 48.0000 4,622,400.00 58,870.701 2,825,793 PROGRAM CAS145 PAGE 5 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TONN 98.0000 2,646,000.00 17,403.800 1,705,572 105 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 98.0000 2,989,000.00 0.000 0 106 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 98.0000 1,352,400.00 0.000 0 107 STAMPED ASPHALT M2 30.0000 57,600.00 0.000 0 108 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 280.00 0.000 0 PAVEMENT INTERLAYER) 109 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.0000 72,900.00 0.000 0 110 RUMBLE STRIP STA 60.0000 10,200.00 0.000 0 111 DATA CORE LS 5,000.0000 5,000.00 0.000 0 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 4,800.00 0.000 0 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 5,400.00 0.000 0 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 17,600.00 0.000 0 115 PLACE HOT MIX ASPHALT M2 50.0000 15,000.00 0.000 0 (MISCELLANEOUS AREA) 116 TACK COAT TONN 1.0000 250.00 0.000 0 117 JOINTED PLAIN CONCRETE PAVEMENT M3 309.0000 259,560.00 0.000 0 118 SEAL PAVEMENT JOINT M 35.0000 74,900.00 0.000 0 119 SEAL ISOLATION JOINT M 40.0000 4,400.00 0.000 0 120 FURNISH STEEL PILING (HP 250 X 62) M 80.0000 632,720.00 7,298.960 583,916 121 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 284,000.00 260.000 260,000 122 FURNISH STEEL PILING (HP 250 X 85) M 95.0000 782,040.00 6,394.490 607,476 123 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 395,000.00 314.000 314,000 124 FURNISH STEEL PILING (HP 360 X 132) M 160.0000 1,586,720.00 9,221.005 1,475,360 125 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 434,000.00 425.000 425,000 126 FURNISH STEEL PILING (HP 360 X 174) M 200.0000 84,000.00 417.200 83,440 127 DRIVE STEEL PILE (HP 360 X 174) EA 1,000.0000 30,000.00 30.000 30,000 128 FURNISH STEEL PIPE PILING (610 MM) M 350.0000 4,818,100.00 13,766.000 4,818,100 129 DRIVE STEEL PIPE PILE (610 MM) EA 1,500.0000 783,000.00 522.000 783,000 130 FURNISH PILING (CLASS 625) M 120.0000 137,640.00 1,147.000 137,640 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,000.0000 50,000.00 48.000 48,000 132 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,500,000.0000 1,500,000.00 0.867 1,300,500 133 COLUMN EPOXY COATED PRESTRESSING STEEL KG 25.0000 17,175.00 687.000 17,175 (F) 134 SEAL COURSE CONCRETE M3 350.0000 21,350.00 0.000 0 (F) 135 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,519,500.00 2,993.000 1,496,500 (F) 136 STRUCTURAL CONCRETE, BRIDGE M3 930.0000 19,454,670.00 789.250 734,002.50 18,774.943 17,460,696 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 972,950.00 1,298.350 714,092 (F) 138 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,350.0000 21,600.00 0.000 0 (F) (TYPE EQ) 139 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 550,200.00 415.800 249,480 (F) (TYPE N) 140 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 213,000.00 142.000 213,000 (F) 141 CLASS 2 CONCRETE (WINGWALLS) M3 1,000.0000 114,300.00 40.530 40,530 (F) 142 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 403,740.00 106.930 192,474 (F) 143 ARCHITECTURAL TEXTURE M2 175.0000 381,675.00 1,893.000 331,275 (F) 144 PTFE SPHERICAL BEARING EA 6,000.0000 216,000.00 18.000 108,000 145 JOINT SEAL (MR 13 MM) M 230.0000 17,250.00 0.000 0 146 JOINT SEAL (MR 25 MM) M 240.0000 11,760.00 0.000 0 147 JOINT SEAL ASSEMBLY (MR 60 MM) M 580.0000 48,720.00 0.000 0 148 JOINT SEAL ASSEMBLY (MR 100 MM) M 610.0000 15,860.00 0.000 0 149 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,700.0000 70,200.00 0.000 0 150 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,500.0000 227,500.00 0.000 0 151 JOINT SEAL (MR 40 MM) M 300.0000 25,200.00 0.000 0 152 JOINT SEAL (MR 50 MM) M 370.0000 28,860.00 0.000 0 153 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 7,191,284.00 131,031.000 262,062.00 3,390,328.670 6,780,657 (F) 154 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 340,524.00 129,846.060 259,692 155 BAR REINFORCING STEEL (WINGWALLS) KG 3.0000 13,836.00 3,632.000 10,896 (F) 156 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 41,642.50 16,657.000 41,642 (F) 157 HEADED BAR REINFORCEMENT EA 15.0000 122,220.00 8,148.000 122,220 PROGRAM CAS145 PAGE 7 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 METAL CATTLE GUARD (7.2 M) EA 15,000.0000 15,000.00 0.000 0 159 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 26,840.00 0.000 0 (F) 160 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 9,760.00 0.000 0 (F) 161 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 156,000.00 0.000 0 (F) 162 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 19,500.00 0.000 0 (F) 163 FURNISH LAMINATED PANEL SIGN M2 200.0000 3,600.00 0.000 0 (25.4 MM-TYPE A) 164 FURNISH LAMINATED PANEL SIGN M2 300.0000 6,900.00 0.000 0 (25.4 MM-TYPE B) 165 FURNISH LAMINATED PANEL SIGN M2 300.0000 7,500.00 0.000 0 (63.5 MM-TYPE B) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 9,100.00 0.000 0 (1.6 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 12,900.00 0.000 0 (2.0 MM-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 1,800.00 0.000 0 (1.6 MM-FRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 7,020.00 0.000 0 (2.0 MM-FRAMED) 170 760 MM CAST-IN-DRILLED-HOLE M 4,500.0000 18,000.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 171 920 MM CAST-IN-DRILLED-HOLE M 4,500.0000 18,000.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 172 1524 MM CAST-IN-DRILLED-HOLE M 4,500.0000 63,000.00 0.000 0 CONCRETE PILE (SIGN FOUNDATION) 173 ROADSIDE SIGN - ONE POST EA 250.0000 30,000.00 0.000 0 174 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 0.000 0 175 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,900.00 0.000 0 METHOD) 176 INSTALL ROADSIDE SIGN EA 2,000.0000 14,000.00 0.000 0 (LAMINATED WOOD BOX POST) 177 450 MM ALTERNATIVE PIPE CULVERT M 185.0000 242,350.00 576.950 106,735 178 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 190,000.00 549.020 109,804 179 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 222,000.00 144.000 43,200 180 1200 MM ALTERNATIVE PIPE CULVERT M 700.0000 26,600.00 37.630 26,341 181 300 MM PLASTIC PIPE M 175.0000 3,150.00 17.000 2,975 182 900 MM REINFORCED CONCRETE PIPE M 400.0000 27,200.00 67.060 26,824 183 1050 MM REINFORCED CONCRETE PIPE M 1,350.0000 189,000.00 143.300 193,455 184 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,825.0000 1,040,250.00 0.000 0 (CLASS III) PROGRAM CAS145 PAGE 8 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JACKED 1200 MM REINFORCED CONCRETE PIPE M 2,800.0000 134,400.00 46.330 129,724 (CLASS III) 186 80 MM PLASTIC PIPE (OUTLET) M 40.0000 19,200.00 210.000 8,400.00 356.000 14,240 187 200 MM PERFORATED PLASTIC M 125.0000 166,250.00 368.000 46,000 PIPE UNDERDRAIN 188 300 MM PERFORATED PLASTIC PIPE M 125.0000 4,375.00 35.000 4,375 UNDERDRAIN 189 FILTER FABRIC M2 1.5000 10,995.00 9,615.000 14,422 190 CLASS 1 PERMEABLE MATERIAL M3 100.0000 19,000.00 182.000 18,200 191 CLASS 3 PERMEABLE MATERIAL M3 60.0000 193,200.00 3,306.000 198,360 192 DRAINAGE WICK M 1.3000 1,755,000.00 1,264,073.700 1,643,295 193 150 MM HORIZONTAL STRIP DRAIN M 4.0000 166,400.00 37,579.000 150,316 194 300 MM HORIZONTAL STRIP DRAIN M 5.0000 6,450.00 1,218.200 6,091 195 200 MM PLASTIC PIPE (COLLECTOR) M 50.0000 30,500.00 624.300 31,215 196 DRAINAGE INLET MARKER (STAMPED CONCRETE EA 50.0000 1,950.00 2.000 100 IMPRINT) 197 DRAINAGE INLET MARKER (PLASTIC) EA 75.0000 5,700.00 0.000 0 198 900 MM CONCRETE FLARED END SECTION EA 1,700.0000 11,900.00 1.000 1,700 199 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 9,800.00 6.000 4,200 200 600 MM ALTERNATIVE FLARED END SECTION EA 750.0000 21,750.00 15.000 11,250 201 900 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 22,000.00 2.000 2,000 202 1200 MM ALTERNATIVE FLARED END SECTION EA 1,650.0000 3,300.00 2.000 3,300 203 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 115.0000 181,700.00 0.000 0 204 ROCK SLOPE PROTECTION (1 TON, METHOD B) M3 105.0000 23,100.00 213.300 22,396 205 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 749,000.00 4,297.890 429,789 206 ROCK SLOPE PROTECTION (BACKING NO. 1, M3 115.0000 1,049,950.00 4,119.640 473,758 METHOD B) 207 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 85.0000 233,750.00 2,578.100 219,138 208 CLEAN SAND AND GRAVEL M3 65.0000 79,300.00 0.000 0 209 ROCK SLOPE PROTECTION FABRIC M2 2.5000 16,875.00 4,194.740 10,486 210 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 55,520.00 9.470 7,576 (F) CONSTRUCTION) 211 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 800.0000 409,920.00 0.000 0 (F) AND DRIVEWAY) PROGRAM CAS145 PAGE 9 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MINOR CONCRETE (GUTTER) M3 600.0000 4,200.00 0.000 0 (F) 213 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 56,500.00 0.000 0 (F) 214 MISCELLANEOUS IRON AND STEEL KG 4.0000 39,576.00 3,910.000 15,640 (F) 215 MISCELLANEOUS METAL KG 9.0000 41,742.00 2,319.000 20,871 (F) (RESTRAINER - CABLE TYPE) 216 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 166,000.00 8,300.000 83,000 (F) 217 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 98,000.00 4,900.000 98,000 (F) 218 FENCE (TYPE BW, 5 STRAND, METAL POST) M 10.0000 30,100.00 551.000 5,510 219 FENCE (TYPE WM, METAL POST) M 12.0000 163,200.00 11,041.110 132,493 220 3.0 M WIRE MESH GATE EA 1,000.0000 2,000.00 0.000 0 221 3.7 M WIRE MESH GATE EA 1,100.0000 2,200.00 1.000 1,100 222 SURVEY MONUMENT (TYPE A) EA 1,000.0000 6,000.00 0.000 0 223 SURVEY MONUMENT (TYPE D) EA 1,000.0000 6,000.00 0.000 0 224 CONCRETE BARRIER DELINEATOR (400 MM) EA 40.0000 2,000.00 0.000 0 225 DELINEATOR (CLASS 1) EA 50.0000 10,000.00 0.000 0 226 UNDERDRAIN MARKER EA 60.0000 1,800.00 0.000 0 227 MARKER (CULVERT) EA 60.0000 7,200.00 0.000 0 228 HIGHWAY POST MARKER EA 60.0000 1,380.00 0.000 0 229 OBJECT MARKER (TYPE K-1) EA 60.0000 420.00 0.000 0 230 OBJECT MARKER (TYPE L-1) EA 60.0000 1,560.00 0.000 0 231 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 179,400.00 0.000 0 232 WEED CONTROL MAT (FIBER) M2 40.0000 264,000.00 0.000 0 233 CHAIN LINK RAILING (TYPE 7) M 75.0000 13,200.00 0.000 0 (F) 234 TUBULAR BICYCLE RAILING (MODIFIED) M 250.0000 1,169,000.00 0.000 0 (F) 235 CONCRETE BARRIER (TYPE 26 MODIFIED) M 800.0000 21,600.00 0.000 0 (F) 236 DOUBLE METAL BEAM GUARD RAILING M 125.0000 15,000.00 0.000 0 (WOOD POST) 237 CABLE RAILING M 195.0000 38,766.00 0.000 0 (F) 238 TRANSITION RAILING (TYPE WB) EA 3,000.0000 135,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 END CAP (TYPE A) EA 500.0000 1,000.00 0.000 0 240 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 1,000.00 0.000 0 241 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 97,500.00 0.000 0 242 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 0 243 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 0.000 0 244 CONCRETE BARRIER (TYPE 732 MODIFIED) M 275.0000 112,475.00 0.000 0 (F) 245 CONCRETE BARRIER (TYPE 736 MODIFIED) M 225.0000 1,060,875.00 731.520 164,592 (F) 246 CONCRETE BARRIER (TYPE 736A MOD) M 225.0000 24,750.00 0.000 0 (F) 247 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 9,500.00 0.000 0 248 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 90,270.00 0.000 0 249 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,290.00 0.000 0 250 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,800.00 0.000 0 (BROKEN 10.98 M - 3.66 M) 251 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 740.00 0.000 0 (BROKEN 5.18 M - 2.14 M) 252 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 8,000.00 0.000 0 253 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,400.00 0.000 0 254 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 255 LIGHTING LS 300,000.0000 300,000.00 0.023 6,900 256 LIGHTING AND SIGN ILLUMINATION (FUTURE) LS 49,000.0000 49,000.00 0.000 0 257 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 61,000.0000 61,000.00 0.000 0 258 CHANGEABLE MESSAGE SIGN SYSTEM LS 58,000.0000 58,000.00 0.000 0 259 TMS FIELD ELEMENT COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 0.000 0 260 TRAFFIC MONITORING STATION LS 150,000.0000 150,000.00 0.000 0 261 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.000 0 262 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 263 ROADSIDE CLEARING LS 30,000.0000 30,000.00 0.900 27,000 PROGRAM CAS145 PAGE 11 DATE 09/02/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-262004 TIME 03:12 PM ESTIMATE NO. 040 BID OPENING 07/10/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/15 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 09/02/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,014,864.50 71,624,184.40 ADJUSTMENT OF COMPENSATION 103,038.40 10,138,854.61 EXTRA WORK 4,968.54 28,594,169.81 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,122,871.44 110,357,208.82 264 MOBILIZATION LS 10,800,000.0000 10,800,000.00 1.000 10,800,000 ORIGINAL CONTRACT AMOUNT 107,968,214.50 TOTAL WORK COMPLETED 1,122,871.44 121,157,208.82 MATERIALS ON HAND ON SITE 736,443.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -42,698.57 TOTAL 1,122,871.44 121,850,954.08 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 264 MOBILIZATION 10,796,821.45 10,800,000.00 3,178.55 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 08/31/12 520 02/25/13 10/25/12 10/14/16 479 221 245 0 76% 63% PROGRESS IS SATISFACTORY WRIGHT, GEOFFREY RESIDENT ENGINEER PROGRAM CAS145 DATE 09/02/15