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 04/22/15 EST. NO. 035 TIME 10:16 AM 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 0382 8,951.73 E.W. @ F.A.(+) 011215 N 31-161 0383 9,852.51 011315 N 31-162 0385 11,726.30 011515 N 31-164 0398 4,028.45 100814 N 31-173 0400 3,398.57 101014 N 31-175 0406-1 -3,786.97 022715 N 31-182 DAO CORRECTING ENTRY 0406-2 3,633.17 022715 N 31-182 DAO CORRECTING ENTRY 024 0244 7,271.56 E.W. @ F.A.(+) 031915 N 3-19 0 0246 4,448.61 032015 N 3-20 0 0248 5,437.39 032615 N 3-26 0 0249 3,645.60 040115 N 4-1 0 0250 4,287.03 040215 N 4-2 0 0251 7,121.16 040315 N 4-3 0 0252 4,602.60 040815 N 4-8 0 0254 12,439.10 040915 N 4-9 0 0255 5,223.38 041015 N 4-10 0 0256 6,094.61 041115 N 4-11 0 0257 341.88 040815 N 4-8(B 1 0258 1,408.89 041015 N 4-10 1 101 0010 2,085.23 E.W. @ F.A.(+) 011315 N 34-10 1 112 0003 1,559.11 E.W. @ F.A.(+) 112014 Y 1386. 1 0035 3,559.53 121814 Y 1603. 1 129 0001 58,599.08 A.C. @ L.S.(+) 032515 N 129.0 1 134 0001 150,000.00 A.C. @ L.S.(+) 031915 N 1661. 1 315,928.52 TOTAL THIS ESTIMATE 0 23,417,585.56 TOTAL PREVIOUS ESTIMATE 0 23,733,514.08 TOTAL TO DATE 1 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 0 DATE 04/22/15 EST. NO. 035 TIME 10:16 AM 0 R.E. NAME: WRIGHT, GEOFFREY 01-262004 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 0 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 -440.00 -18,666.68 0 LABOR COMPLIANCE VIOLATION 0 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 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 1 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 0 DATE 04/22/15 EST. NO. 035 TIME 10:16 AM 0 R.E. NAME: WRIGHT, GEOFFREY 01-262004 0 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 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 -10,000.00 -20,000.00 0 OVERBID ITEMS 0 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 -10,440.00 -41,845.23 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 LOCATION 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 $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,25 002 TIME-RELATED OVERHEAD WDAY 6,000.0000 3,120,000.00 19.000 114,000.00 442.000 2,652,00 003 TEMPORARY FENCE (TYPE BW) M 17.0000 1,224.00 530.800 9,02 004 TEMPORARY FENCE (TYPE ESA) M 6.0000 118,200.00 0.000 005 TEMPORARY FENCE (TYPE ESA-FLOODWAY) M 30.0000 119,700.00 0.000 006 TEMPORARY SUMP SYSTEM EA 7,000.0000 49,000.00 7.000 49,00 007 INSTRUMENTATION INSTALLATION AND LS 100,000.0000 100,000.00 0.833 83,30 MONITORING 008 TEMPORARY ACTIVE TREATMENT SYSTEM LS 250,000.0000 250,000.00 1.000 250,00 009 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.037 5,550.00 0.850 127,50 010 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,75 PREVENTION PLAN 011 SOIL MANAGEMENT PLAN LS 10,000.0000 10,000.00 0.750 7,50 012 TEMPORARY EROSION CONTROL BLANKET M2 6.7500 302,400.00 34,013.870 229,59 013 TEMPORARY FIBER ROLL M 6.7500 412,425.00 20,865.220 140,84 014 TEMPORARY SILT FENCE M 5.7500 155,250.00 1,266.400 7,281.80 22,244.400 127,90 015 TEMPORARY GRAVEL BAG BERM M 35.0000 70,700.00 148.000 5,180.00 3,881.000 135,83 016 TEMPORARY CONSTRUCTION ENTRANCE EA 3,750.0000 75,000.00 18.000 67,50 017 TEMPORARY COVER M2 2.5000 112,500.00 2,231.000 5,577.50 104,228.000 260,57 018 TEMPORARY CHECK DAM M 35.0000 40,950.00 2,273.640 79,57 019 MOVE-IN/MOVE-OUT EA 1,000.0000 20,000.00 2.000 2,000.00 28.000 28,00 (TEMPORARY EROSION CONTROL) 020 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 47,400.00 11.000 3,30 021 TEMPORARY HYDRAULIC MULCH M2 1.0000 682,000.00 12,244.000 12,244.00 968,020.000 968,02 (BONDED FIBER MATRIX) 022 STREET SWEEPING LS 20,000.0000 20,000.00 0.037 740.00 0.850 17,00 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 023 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 80,000.0000 80,000.00 0.570 45,60 024 RAIN EVENT ACTION PLAN EA 500.0000 195,000.00 1.000 500.00 32.000 16,00 025 STORM WATER ANNUAL REPORT EA 2,000.0000 12,000.00 1.000 2,00 026 STORM WATER SAMPLING AND ANALYSIS DAY EA 150.0000 30,000.00 6.000 900.00 55.000 8,25 027 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.800 12,00 028 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.037 4,440.00 0.850 102,00 029 TYPE III BARRICADE EA 100.0000 3,900.00 0.000 030 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 510.00 0.000 031 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 9,230.00 684.000 68 032 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,050.00 6.000 30 033 TRAFFIC PLASTIC DRUM EA 80.0000 16,000.00 8.000 64 034 TEMPORARY PAVEMENT MARKER EA 5.0000 3,000.00 0.000 035 PORTABLE CHANGEABLE MESSAGE SIGN LS 20,000.0000 20,000.00 0.037 740.00 0.850 17,00 036 TEMPORARY RAILING (TYPE K) M 100.0000 293,000.00 1,798.580 179,85 037 TEMPORARY CRASH CUSHION MODULE EA 200.0000 18,800.00 69.000 13,80 038 CONTRACTOR SUPPLIED BIOLOGIST (LS) LS 600,000.0000 600,000.00 0.037 22,200.00 0.850 510,00 039 HYDROACOUSTIC MONITORING LS 1,000.0000 1,000.00 0.400 40 040 ABANDON REINFORCED CONCRETE BOX EA 6,500.0000 6,500.00 0.000 041 ABANDON CULVERT M 50.0000 2,500.00 0.000 042 ABANDON WATER WELL EA 5,000.0000 15,000.00 8.000 40,00 043 REMOVE FENCE M 4.0000 16,520.00 4,539.500 18,15 044 REMOVE CATTLE GUARD EA 1,000.0000 2,000.00 0.000 045 REMOVE METAL BEAM GUARD RAILING M 15.0000 6,450.00 177.390 2,660.85 177.390 2,66 046 REMOVE FLARED END SECTION EA 300.0000 2,700.00 2.000 600.00 5.000 1,50 047 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 12.0000 7,800.00 0.000 STRIPE 048 REMOVE TRAFFIC STRIPE M 2.0000 4,300.00 381.000 76 049 REMOVE ROADSIDE SIGN EA 100.0000 3,600.00 0.000 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 050 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 051 REMOVE CULVERT M 100.0000 62,000.00 273.400 27,34 052 REMOVE INLET EA 1,000.0000 4,000.00 0.000 053 REMOVE HEADWALL EA 1,600.0000 3,200.00 0.000 054 REMOVE REINFORCED CONCRETE BOX CULVERT EA 15,000.0000 15,000.00 0.000 055 REMOVE WINGWALL EA 1,700.0000 6,800.00 0.000 056 REMOVE ASPHALT CONCRETE SURFACING M2 10.0000 13,400.00 0.000 057 REMOVE BASE AND SURFACING M2 10.0000 11,800.00 0.000 058 RELOCATE ROADSIDE SIGN EA 200.0000 200.00 0.000 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 37,200.00 0.000 060 CLEARING AND GRUBBING HA 10,000.0000 650,000.00 64.550 645,50 061 DEVELOP WATER SUPPLY LS 450,000.0000 450,000.00 0.675 303,75 062 ROADWAY EXCAVATION M3 10.4000 7,477,600.00 697,048.080 7,249,30 063 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,00 064 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 0.000 065 DUST CONTROL PLAN LS 3,000.0000 3,000.00 0.000 066 ROADWAY EXCAVATION (TYPE DC) M3 50.0000 15,500.00 0.000 067 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 176,840.00 388.000 15,520.00 3,038.150 121,52 (F) 068 STRUCTURE EXCAVATION (TYPE A) M3 50.0000 19,600.00 392.000 19,60 (F) 069 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 540,000.00 3,599.995 539,99 (F) 070 STRUCTURE EXCAVATION (TYPE DH) M3 50.0000 10,700.00 214.000 10,70 (F) 071 STRUCTURE EXCAVATION (RETAINING WALL) M3 40.0000 154,520.00 1,250.000 50,000.00 2,613.000 104,52 (F) 072 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 705,100.00 3,395.700 339,57 (F) 073 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 529,800.00 1,853.600 185,36 (F) 074 PERVIOUS BACKFILL MATERIAL M3 140.0000 2,660.00 0.000 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 95.0000 29,260.00 177.000 16,81 (F) WALL) 076 DITCH EXCAVATION M3 10.0000 5,700.00 410.000 4,10 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 077 IMPORTED MATERIAL (SHOULDER BACKING) TONN 60.0000 27,000.00 0.000 078 IMPORTED BORROW (CY) CY 10.4000 7,706,400.00 65,693.000 683,20 079 IMPORTED TOPSOIL M3 90.0000 18,900.00 0.000 080 BOULDER EA 700.0000 26,600.00 0.000 081 ROCK BLANKET M2 50.0000 49,000.00 0.000 082 GRAVEL (MISCELLANEOUS AREAS) (SQFT) M3 200.0000 1,800.00 0.000 083 MULCH M3 120.0000 16,800.00 0.000 084 FIBER ROLLS M 8.0000 239,200.00 12,649.020 101,19 085 COMPOST (INCORPORATE) M2 3.0000 7,200.00 0.000 086 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 4.000 4,00 087 EROSION CONTROL (BONDED FIBER MATRIX) HA 19,000.0000 779,000.00 14.445 274,45 (A) 088 EROSION CONTROL (BONDED FIBER MATRIX) HA 29,000.0000 87,000.00 0.000 (B) 089 EROSION CONTROL (BONDED FIBER MATRIX) HA 26,000.0000 416,000.00 1.622 42,17 (C) 090 ROLLED EROSION CONTROL PRODUCT M2 4.0000 476,000.00 11,631.120 46,52 (NETTING) 091 ROLLED EROSION CONTROL PRODUCT (TURF M2 50.0000 71,000.00 0.000 REINFORCEMENT MAT) 092 ROOTWAD REVERTMENT EA 1,200.0000 60,000.00 39.000 46,80 093 WILLOW CUTTINGS (PLANT GROUP WC) EA 100.0000 30,000.00 300.000 30,00 094 LIVE SILTATION M 400.0000 208,000.00 678.000 271,20 095 BRUSH LAYERING M 350.0000 227,500.00 600.000 210,00 096 VEGETATED ROCK SLOPE PROTECTION M 200.0000 118,000.00 337.800 67,56 097 EDGING (STEEL) M 50.0000 6,000.00 0.000 098 IRRIGATION SYSTEM LS 20,000.0000 20,000.00 0.000 099 NPS 6 SUPPLY LINE (BRIDGE) M 800.0000 10,400.00 0.000 (F) 100 200 MM CORRUGATED HIGH DENSITY M 200.0000 11,200.00 0.000 POLYETHYLENE PIPE CONDUIT 101 250 MM CORRUGATED HIGH DENSITY M 200.0000 84,000.00 109.050 21,81 POLYETHYLENE PIPE CONDUIT 102 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 103 CLASS 2 AGGREGATE BASE M3 48.0000 4,622,400.00 42,265.260 2,028,73 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 104 HOT MIX ASPHALT TONN 98.0000 2,646,000.00 17,403.800 1,705,57 105 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 98.0000 2,989,000.00 0.000 106 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TONN 98.0000 1,352,400.00 0.000 107 STAMPED ASPHALT M2 30.0000 57,600.00 0.000 108 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 280.00 0.000 PAVEMENT INTERLAYER) 109 GEOSYNTHETIC PAVEMENT INTERLAYER M2 3.0000 72,900.00 0.000 110 RUMBLE STRIP STA 60.0000 10,200.00 0.000 111 DATA CORE LS 5,000.0000 5,000.00 0.000 112 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 10.0000 4,800.00 0.000 113 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 10.0000 5,400.00 0.000 114 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 10.0000 17,600.00 0.000 115 PLACE HOT MIX ASPHALT M2 50.0000 15,000.00 0.000 (MISCELLANEOUS AREA) 116 TACK COAT TONN 1.0000 250.00 0.000 117 JOINTED PLAIN CONCRETE PAVEMENT M3 309.0000 259,560.00 0.000 118 SEAL PAVEMENT JOINT M 35.0000 74,900.00 0.000 119 SEAL ISOLATION JOINT M 40.0000 4,400.00 0.000 120 FURNISH STEEL PILING (HP 250 X 62) M 80.0000 632,720.00 764.960 61,19 121 DRIVE STEEL PILE (HP 250 X 62) EA 1,000.0000 284,000.00 44.000 44,00 122 FURNISH STEEL PILING (HP 250 X 85) M 95.0000 782,040.00 6,394.490 607,47 123 DRIVE STEEL PILE (HP 250 X 85) EA 1,000.0000 395,000.00 314.000 314,00 124 FURNISH STEEL PILING (HP 360 X 132) M 160.0000 1,586,720.00 5,969.005 955,04 125 DRIVE STEEL PILE (HP 360 X 132) EA 1,000.0000 434,000.00 307.000 307,00 126 FURNISH STEEL PILING (HP 360 X 174) M 200.0000 84,000.00 417.200 83,44 127 DRIVE STEEL PILE (HP 360 X 174) EA 1,000.0000 30,000.00 30.000 30,00 128 FURNISH STEEL PIPE PILING (610 MM) M 350.0000 4,818,100.00 13,766.000 4,818,10 129 DRIVE STEEL PIPE PILE (610 MM) EA 1,500.0000 783,000.00 522.000 783,00 130 FURNISH PILING (CLASS 625) M 120.0000 137,640.00 1,147.000 137,64 (ALTERNATIVE W) 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 131 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 1,000.0000 50,000.00 48.000 48,00 132 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,500,000.0000 1,500,000.00 0.497 745,50 133 COLUMN EPOXY COATED PRESTRESSING STEEL KG 25.0000 17,175.00 687.000 17,17 (F) 134 SEAL COURSE CONCRETE M3 350.0000 21,350.00 0.000 (F) 135 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,519,500.00 2,517.000 1,258,50 (F) 136 STRUCTURAL CONCRETE, BRIDGE M3 930.0000 19,454,670.00 1,158.480 1,077,386.40 13,957.188 12,980,18 (F) 137 STRUCTURAL CONCRETE, RETAINING WALL M3 550.0000 972,950.00 885.400 486,97 (F) 138 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,350.0000 21,600.00 0.000 (F) (TYPE EQ) 139 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 550,200.00 71.000 42,600.00 342.800 205,68 (F) (TYPE N) 140 CLASS 1 CONCRETE (BOX CULVERT) M3 1,500.0000 213,000.00 58.700 88,05 (F) 141 CLASS 2 CONCRETE (WINGWALLS) M3 1,000.0000 114,300.00 5.120 5,12 (F) 142 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 403,740.00 1.290 2,322.00 75.850 136,53 (F) 143 ARCHITECTURAL TEXTURE M2 175.0000 381,675.00 1,648.000 288,40 (F) 144 PTFE SPHERICAL BEARING EA 6,000.0000 216,000.00 0.000 145 JOINT SEAL (MR 13 MM) M 230.0000 17,250.00 0.000 146 JOINT SEAL (MR 25 MM) M 240.0000 11,760.00 0.000 147 JOINT SEAL ASSEMBLY (MR 60 MM) M 580.0000 48,720.00 0.000 148 JOINT SEAL ASSEMBLY (MR 100 MM) M 610.0000 15,860.00 0.000 149 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 2,700.0000 70,200.00 0.000 150 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 3,500.0000 227,500.00 0.000 151 JOINT SEAL (MR 40 MM) M 300.0000 25,200.00 0.000 152 JOINT SEAL (MR 50 MM) M 370.0000 28,860.00 0.000 153 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 7,191,284.00 2,343,133.100 4,686,26 (F) 154 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 340,524.00 88,293.460 176,58 155 BAR REINFORCING STEEL (WINGWALLS) KG 3.0000 13,836.00 130.000 39 (F) 156 BAR REINFORCING STEEL (BOX CULVERT) KG 2.5000 41,642.50 5,600.000 14,00 (F) 157 HEADED BAR REINFORCEMENT EA 15.0000 122,220.00 736.000 11,040.00 2,724.000 40,86 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 158 METAL CATTLE GUARD (7.2 M) EA 15,000.0000 15,000.00 0.000 159 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 26,840.00 0.000 (F) 160 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 9,760.00 0.000 (F) 161 FURNISH SIGN STRUCTURE (TRUSS) KG 8.0000 156,000.00 0.000 (F) 162 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 19,500.00 0.000 (F) 163 FURNISH LAMINATED PANEL SIGN M2 200.0000 3,600.00 0.000 (25.4 MM-TYPE A) 164 FURNISH LAMINATED PANEL SIGN M2 300.0000 6,900.00 0.000 (25.4 MM-TYPE B) 165 FURNISH LAMINATED PANEL SIGN M2 300.0000 7,500.00 0.000 (63.5 MM-TYPE B) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 9,100.00 0.000 (1.6 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 12,900.00 0.000 (2.0 MM-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 200.0000 1,800.00 0.000 (1.6 MM-FRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 7,020.00 0.000 (2.0 MM-FRAMED) 170 760 MM CAST-IN-DRILLED-HOLE M 4,500.0000 18,000.00 0.000 CONCRETE PILE (SIGN FOUNDATION) 171 920 MM CAST-IN-DRILLED-HOLE M 4,500.0000 18,000.00 0.000 CONCRETE PILE (SIGN FOUNDATION) 172 1524 MM CAST-IN-DRILLED-HOLE M 4,500.0000 63,000.00 0.000 CONCRETE PILE (SIGN FOUNDATION) 173 ROADSIDE SIGN - ONE POST EA 250.0000 30,000.00 0.000 174 ROADSIDE SIGN - TWO POST EA 700.0000 4,200.00 0.000 175 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,900.00 0.000 METHOD) 176 INSTALL ROADSIDE SIGN EA 2,000.0000 14,000.00 0.000 (LAMINATED WOOD BOX POST) 177 450 MM ALTERNATIVE PIPE CULVERT M 185.0000 242,350.00 15.090 2,791.65 242.880 44,93 178 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 190,000.00 317.630 63,52 179 900 MM ALTERNATIVE PIPE CULVERT M 300.0000 222,000.00 144.000 43,20 180 1200 MM ALTERNATIVE PIPE CULVERT M 700.0000 26,600.00 157.110 109,97 181 300 MM PLASTIC PIPE M 175.0000 3,150.00 17.000 2,97 182 900 MM REINFORCED CONCRETE PIPE M 400.0000 27,200.00 67.060 26,82 183 1050 MM REINFORCED CONCRETE PIPE M 1,350.0000 189,000.00 209.140 282,33 184 JACKED 900 MM REINFORCED CONCRETE PIPE M 1,825.0000 1,040,250.00 0.000 (CLASS III) 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 185 JACKED 1200 MM REINFORCED CONCRETE PIPE M 2,800.0000 134,400.00 46.330 129,72 (CLASS III) 186 80 MM PLASTIC PIPE (OUTLET) M 40.0000 19,200.00 146.000 5,84 187 200 MM PERFORATED PLASTIC M 125.0000 166,250.00 217.000 27,12 PIPE UNDERDRAIN 188 300 MM PERFORATED PLASTIC PIPE M 125.0000 4,375.00 35.000 4,37 UNDERDRAIN 189 FILTER FABRIC M2 1.5000 10,995.00 9,615.000 14,42 190 CLASS 1 PERMEABLE MATERIAL M3 100.0000 19,000.00 182.000 18,20 191 CLASS 3 PERMEABLE MATERIAL M3 60.0000 193,200.00 3,306.000 198,36 192 DRAINAGE WICK M 1.3000 1,755,000.00 1,264,073.700 1,643,29 193 150 MM HORIZONTAL STRIP DRAIN M 4.0000 166,400.00 37,579.000 150,31 194 300 MM HORIZONTAL STRIP DRAIN M 5.0000 6,450.00 1,218.200 6,09 195 200 MM PLASTIC PIPE (COLLECTOR) M 50.0000 30,500.00 624.300 31,21 196 DRAINAGE INLET MARKER (STAMPED CONCRETE EA 50.0000 1,950.00 0.000 IMPRINT) 197 DRAINAGE INLET MARKER (PLASTIC) EA 75.0000 5,700.00 0.000 198 900 MM CONCRETE FLARED END SECTION EA 1,700.0000 11,900.00 1.000 1,70 199 450 MM ALTERNATIVE FLARED END SECTION EA 700.0000 9,800.00 2.000 1,40 200 600 MM ALTERNATIVE FLARED END SECTION EA 750.0000 21,750.00 8.000 6,00 201 900 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 22,000.00 2.000 2,00 202 1200 MM ALTERNATIVE FLARED END SECTION EA 1,650.0000 3,300.00 2.000 3,30 203 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 115.0000 181,700.00 351.050 40,37 204 ROCK SLOPE PROTECTION (1 TON, METHOD B) M3 105.0000 23,100.00 0.000 205 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 100.0000 749,000.00 3,632.760 363,27 206 ROCK SLOPE PROTECTION (BACKING NO. 1, M3 115.0000 1,049,950.00 3,961.340 455,55 METHOD B) 207 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 85.0000 233,750.00 1,817.200 154,46 208 CLEAN SAND AND GRAVEL M3 65.0000 79,300.00 0.000 209 ROCK SLOPE PROTECTION FABRIC M2 2.5000 16,875.00 2,287.940 5,71 210 MINOR CONCRETE (MISCELLANEOUS M3 800.0000 55,520.00 6.880 5,50 (F) CONSTRUCTION) 211 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 800.0000 409,920.00 0.000 (F) AND DRIVEWAY) 1PROGRAM CAS145 PAGE DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 212 MINOR CONCRETE (GUTTER) M3 600.0000 4,200.00 0.000 (F) 213 MINOR CONCRETE (TEXTURED PAVING) M2 50.0000 56,500.00 0.000 (F) 214 MISCELLANEOUS IRON AND STEEL KG 4.0000 39,576.00 3,315.000 13,26 (F) 215 MISCELLANEOUS METAL KG 9.0000 41,742.00 0.000 (F) (RESTRAINER - CABLE TYPE) 216 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 166,000.00 0.000 (F) 217 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 98,000.00 1,337.100 26,74 (F) 218 FENCE (TYPE BW, 5 STRAND, METAL POST) M 10.0000 30,100.00 551.000 5,51 219 FENCE (TYPE WM, METAL POST) M 12.0000 163,200.00 11,041.110 132,49 220 3.0 M WIRE MESH GATE EA 1,000.0000 2,000.00 0.000 221 3.7 M WIRE MESH GATE EA 1,100.0000 2,200.00 1.000 1,10 222 SURVEY MONUMENT (TYPE A) EA 1,000.0000 6,000.00 0.000 223 SURVEY MONUMENT (TYPE D) EA 1,000.0000 6,000.00 0.000 224 CONCRETE BARRIER DELINEATOR (400 MM) EA 40.0000 2,000.00 0.000 225 DELINEATOR (CLASS 1) EA 50.0000 10,000.00 0.000 226 UNDERDRAIN MARKER EA 60.0000 1,800.00 0.000 227 MARKER (CULVERT) EA 60.0000 7,200.00 0.000 228 HIGHWAY POST MARKER EA 60.0000 1,380.00 0.000 229 OBJECT MARKER (TYPE K-1) EA 60.0000 420.00 0.000 230 OBJECT MARKER (TYPE L-1) EA 60.0000 1,560.00 0.000 231 METAL BEAM GUARD RAILING (WOOD POST) M 60.0000 179,400.00 0.000 232 WEED CONTROL MAT (FIBER) M2 40.0000 264,000.00 0.000 233 CHAIN LINK RAILING (TYPE 7) M 75.0000 13,200.00 0.000 (F) 234 TUBULAR BICYCLE RAILING (MODIFIED) M 250.0000 1,169,000.00 0.000 (F) 235 CONCRETE BARRIER (TYPE 26 MODIFIED) M 800.0000 21,600.00 0.000 (F) 236 DOUBLE METAL BEAM GUARD RAILING M 125.0000 15,000.00 0.000 (WOOD POST) 237 CABLE RAILING M 195.0000 38,766.00 0.000 (F) 238 TRANSITION RAILING (TYPE WB) EA 3,000.0000 135,000.00 0.000 1PROGRAM CAS145 PAGE 1 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- 239 END CAP (TYPE A) EA 500.0000 1,000.00 0.000 240 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 1,000.00 0.000 241 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 97,500.00 0.000 242 CRASH CUSHION (TYPE CAT) EA 5,000.0000 20,000.00 0.000 243 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 2,000.00 0.000 244 CONCRETE BARRIER (TYPE 732 MODIFIED) M 275.0000 112,475.00 0.000 (F) 245 CONCRETE BARRIER (TYPE 736 MODIFIED) M 225.0000 1,060,875.00 0.000 (F) 246 CONCRETE BARRIER (TYPE 736A MOD) M 225.0000 24,750.00 0.000 (F) 247 THERMOPLASTIC PAVEMENT MARKING M2 50.0000 9,500.00 0.000 248 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.7000 90,270.00 0.000 249 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,290.00 0.000 250 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 4,800.00 0.000 (BROKEN 10.98 M - 3.66 M) 251 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 740.00 0.000 (BROKEN 5.18 M - 2.14 M) 252 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 8,000.00 0.000 253 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,400.00 0.000 254 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,000.0000 4,000.00 0.000 SYSTEM ELEMENTS DURING CONSTRUCTION 255 LIGHTING LS 300,000.0000 300,000.00 0.023 6,90 256 LIGHTING AND SIGN ILLUMINATION (FUTURE) LS 49,000.0000 49,000.00 0.000 257 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 61,000.0000 61,000.00 0.000 258 CHANGEABLE MESSAGE SIGN SYSTEM LS 58,000.0000 58,000.00 0.000 259 TMS FIELD ELEMENT COMMUNICATION SYSTEM LS 90,000.0000 90,000.00 0.000 260 TRAFFIC MONITORING STATION LS 150,000.0000 150,000.00 0.000 261 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.000 262 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 263 ROADSIDE CLEARING LS 30,000.0000 30,000.00 0.900 27,00 1PROGRAM CAS145 PAGE 1 DATE 04/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-26200 TIME 10:16 AM ESTIMATE NO. 03 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 04/20/1 R.E. NAME: WRIGHT, GEOFFREY DATE OF THIS ESTIMATE 04/22/1 ----------------------------------------------------------------------------------------------------------------------------------- ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMO ----------------------------------------------------------------------------------------------------------------------------------- SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,386,274.20 54,690,521.2 0 ADJUSTMENT OF COMPENSATION 208,599.08 7,185,470.8 0 EXTRA WORK 107,329.44 16,548,043.2 0 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,702,202.72 78,424,035.3 0264 MOBILIZATION LS 10,800,000.0000 10,800,000.00 1.000 10,800,00 0 ORIGINAL CONTRACT AMOUNT 107,968,214.50 0 TOTAL WORK COMPLETED 1,702,202.72 89,224,035.3 0 MATERIALS ON HAND ON SITE 2,863,249.8 0 MATERIALS ON HAND ELSEWHERE 0.0 0 DEDUCTIONS -10,440.00 -41,845.2 0 TOTAL 1,691,762.72 92,045,439.9 0 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE 0 MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 0264 MOBILIZATION 10,796,821.45 10,800,000.00 3,178.55 0DATE 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 0 08/31/12 520 02/25/13 10/25/12 08/03/16 442 171 245 0 63% 58% PROGRESS IS SATISFACTORY WRIGHT, GEOFFREY RESIDENT ENGINEER 1 PROGRAM CAS145 PAGE 1 DATE 04/22/15