PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/18/16 EST. NO. 035 TIME 09:58 AM R.E. NAME: WU, ADRIAN 12-0C5604 --------------------------------------------------------------------------- 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 0042 327.67 E.W. @ F.A.(+) 022216 N 0263.0 0043 399.15 022316 N 0264.0 0044 230.52 022316 N 0265.0 0045 399.15 022416 N 0266.0 0077 1,276.31 031116 N 0402.0 002 0220 167.57 E.W. @ U.P (+) 073016 N 0427.0 024 0003 816.51 E.W. @ F.A.(+) 060616 N 0431.1 039 0009 35,767.79 A.C. @ L.S.(+) 111416 N 039009 044 0015 6,467.46 E.W. @ F.A.(+) 060316 N 0390.1 45,852.13 TOTAL THIS ESTIMATE 1,062,810.97 TOTAL PREVIOUS ESTIMATE 1,108,663.10 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/18/16 EST. NO. 035 TIME 09:58 AM R.E. NAME: WU, ADRIAN 12-0C5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP DEFICIENCIES -263,629.05 011 PILE ANOMILIES -2,000.00 012 REFUND FOR SWPPP COR 263,629.05 012 MISSING CEM-2070 -10,000.00 019 RFND CEM-2070 SBMTL 10,000.00 020 HMATYPEA CMPCTN RSLT -2,662.50 023 LOWCONCOMPST-SIGN615 -390.00 023 FAILEDPERFTEST#109 -890.63 027 SAFETY 25%WITHHOLD -199,148.86 027 SWPPSEC9.1.16E(3)25% -199,148.86 027 CR PRICE INDEX ADJMT -144,642.82 028 RET SAFETY 25%W/HOLD 199,148.86 028 RET SWPPP 25% W/HOLD 199,148.86 028 W/HOLD 25% CPM&SAFTY -56,615.88 028 REFUND CPM&SAFETY 56,615.88 029 REFUND HMA PRICE ADJ 144,642.82 029 CONCR.STRENGTH #131 -420.00 030 CEM 4401 CY2015&2016 -10,000.00 035 -10,000.00 -16,363.13 LABOR COMPLIANCE VIOLATION 9/9/14 LTR. -10,000.00 015 RET 9/9/14 LETTERDED 10,000.00 021 DELINQUENT CPR -4,000.00 031 RET PARTILA DEDUC 2,000.00 035 2,000.00 -2,000.00 OTHER OUTSTANDING DOCUMENTS MISSING CEM 2402(S) -10,000.00 035 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -18,000.00 -28,363.13 PROGRAM CAS145 PAGE 1 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 12-ORA-91-8.1/9.5 ---------------------------------- OHL USA INC IN ORANGE COUNTY IN ANAHEIM FROM 1920 MAIN STREET SUITE 310 0.3 MILE WEST OF TUSTIN AVENUE OC IRVINE CA 92614 TO 0.3 MILE E OF 91/55 SEPARATION AND AT LAKEVIEW AVE OC FED. AID NO. N O N E WIDEN RDWY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 600,000.00 523.000 627,600 004 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 1.000 50,000 005 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 006 TYPE III BARRICADE EA 100.0000 800.00 8.000 800 007 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 3,950.00 79.000 3,950 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 1.000 25,000 009 TEMPORARY RAILING (TYPE K) LF 20.0000 202,000.00 9,369.000 187,380 010 TEMPORARY CRASH CUSHION MODULE EA 200.0000 14,000.00 49.000 9,800 011 TEMPORARY TRAFFIC SCREEN LF 10.0000 101,000.00 7,957.700 79,577 012 JOB SITE MANAGEMENT LS 65,000.0000 65,000.00 1.000 65,000 013 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 014 RAIN EVENT ACTION PLAN EA 500.0000 21,000.00 22.000 11,000 015 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 8,500.00 7.000 3,500 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 3.000 6,000 017 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 6,620.00 1,200.000 1,200 (BONDED FIBER MATRIX) 018 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 13,250.00 53.000 13,250 019 TEMPORARY FIBER ROLL LF 3.0000 7,200.00 12,408.000 37,224 020 TEMPORARY GRAVEL BAG BERM LF 10.0000 25,100.00 2,291.000 22,910 021 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 2.000 10,000 022 STREET SWEEPING LS 70,000.0000 70,000.00 1.000 70,000 PROGRAM CAS145 PAGE 2 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 30,000.0000 30,000.00 1.000 30,000 024 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 1.1000 3,432.00 2,159.000 2,374 (HAZARDOUS WASTE) 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1000 8,019.00 3,816.000 4,197 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 0.3700 18,315.00 49,500.000 18,315 027 RAPID SETTING CONCRETE (PATCH) CF 2,500.0000 5,000.00 13.830 34,575 028 REMOVE CHAIN LINK FENCE LF 10.0000 17,600.00 2,052.000 20,520 029 REMOVE METAL BEAM GUARD RAILING LF 10.0000 35,800.00 3,598.000 35,980 030 REMOVE PAINTED TRAFFIC STRIPE LF 0.7000 14,770.00 25,386.000 17,770 031 REMOVE PAINTED PAVEMENT MARKING SQFT 2.5000 1,475.00 569.000 1,422 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 12,810.00 17,736.000 12,415 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 1,825.00 1,000.000 2,500.00 1,000.000 2,500 034 REMOVE PAVEMENT MARKER EA 1.2500 6,425.00 3,406.000 4,257 035 REMOVE ROADSIDE SIGN EA 600.0000 10,800.00 18.000 10,800 036 REMOVE ROADSIDE SIGN EA 55.0000 165.00 3.000 165 (STRAP AND SADDLE BRACKET METHOD) 037 REMOVE SIGN STRUCTURE (EA) EA 1,650.0000 4,950.00 3.000 4,950 038 REMOVE BRIDGE MOUNTED SIGN EA 1,650.0000 3,300.00 2.000 3,300 039 REMOVE CULVERT (LF) LF 40.0000 16,400.00 429.900 17,196 040 REMOVE INLET EA 1,000.0000 6,000.00 7.000 7,000 041 REMOVE HEADWALL EA 1,000.0000 8,000.00 10.000 10,000 042 REMOVE DELINEATOR EA 50.0000 650.00 13.000 650 043 RELOCATE ROADSIDE SIGN-ONE POST EA 260.0000 520.00 2.000 520 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 2,200.00 110.000 2,200 045 REMOVE CONCRETE (CURB AND GUTTER) LF 10.0000 7,000.00 700.000 7,000 046 REMOVE CONCRETE (CHANNEL) CY 100.0000 39,000.00 479.700 47,970 047 REMOVE UNSOUND CONCRETE CF 700.0000 1,400.00 13.830 9,681 048 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 100.0000 19,000.00 190.000 19,000 049 CORE CONCRETE (4 1/2") LF 100.0000 9,000.00 119.300 11,930 PROGRAM CAS145 PAGE 3 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CORE CONCRETE (6") LF 100.0000 14,700.00 147.000 14,700 051 CAP INLET EA 800.0000 800.00 2.000 1,600 052 BRIDGE REMOVAL (PORTION), LOCATION A LS 18,000.0000 18,000.00 1.000 18,000 053 BRIDGE REMOVAL (PORTION), LOCATION B LS 350,000.0000 350,000.00 1.000 350,000 054 REMOVE OBSTRUCTION LF 80.0000 4,000.00 50.000 4,000 (ABANDONED WATER PIPE) 055 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 056 ROADWAY EXCAVATION CY 15.5000 503,750.00 36,306.770 562,754 057 ROADWAY EXCAVATION (TYPE Y-1) CY 12.0000 26,760.00 2,230.000 26,760 (AERIALLY DEPOSITED LEAD) 058 STRUCTURE EXCAVATION CY 73.0000 41,464.00 568.000 41,464 (F) 059 STRUCTURE EXCAVATION (BRIDGE) CY 290.0000 21,170.00 73.000 21,170 (F) 060 STRUCTURE EXCAVATION (TYPE A), CY 250.0000 282,250.00 1,129.000 282,250 (F) LOCATION A 061 STRUCTURE EXCAVATION (TYPE A), CY 250.0000 62,750.00 251.000 62,750 (F) LOCATION B 062 STRUCTURE EXCAVATION (TYPE A), CY 250.0000 155,250.00 838.000 209,500 (F) LOCATION LEVEE 063 STRUCTURE EXCAVATION (RETAINING WALL) CY 74.0000 309,024.00 4,328.000 320,272 (F) 064 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 90.0000 68,760.00 764.000 68,760 (F) 065 STRUCTURE EXCAVATION (TYPE Y-1) CY 90.0000 15,750.00 175.000 15,750 (AERIALLY DEPOSITED LEAD) 066 STRUCTURE EXCAVATION (GROUND ANCHOR CY 75.0000 6,750.00 90.000 6,750 (F) WALL) 067 STRUCTURE BACKFILL CY 105.0000 14,280.00 136.000 14,280 (F) 068 STRUCTURE BACKFILL (BRIDGE) CY 110.0000 125,070.00 1,137.000 125,070 (F) 069 STRUCTURE BACKFILL (BRIDGE), CY 75.0000 48,900.00 685.000 51,375 (F) LOCATION LEVEE 070 STRUCTURE BACKFILL (RETAINING WALL) CY 36.0000 229,464.00 6,501.000 234,036 (F) 071 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 200.0000 1,600.00 8.000 1,600 (F) 072 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 75.0000 6,825.00 91.000 6,825 (F) 073 PERVIOUS BACKFILL MATERIAL (RETAINING CY 60.0000 46,980.00 783.000 46,980 (F) WALL) 074 DITCH EXCAVATION CY 200.0000 18,800.00 94.000 18,800 075 ROADSIDE CLEARING LS 14,000.0000 14,000.00 1.000 14,000 076 SOIL AMENDMENT CY 62.0000 124.00 2.000 124 PROGRAM CAS145 PAGE 4 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MULCH CY 28.0000 44,800.00 1,640.000 45,920 078 ORGANIC FERTILIZER LB 4.0000 84.00 21.000 84 079 PLANT (GROUP F) EA 0.4000 14,840.00 32,970.000 13,188 080 PLANT (GROUP Z) EA 1,500.0000 25,500.00 12.000 18,000 081 PLANT (GROUP A) EA 7.0000 1,050.00 107.000 749 082 PLANT (GROUP U) EA 100.0000 1,200.00 12.000 1,200 083 MAINTAIN EXISTING PLANTED AREAS LS 11,000.0000 11,000.00 1.000 11,000 084 PLANT ESTABLISHMENT WORK LS 13,000.0000 13,000.00 0.600 7,800.00 1.000 13,000 085 MAINTAIN EXISTING IRRIGATION FACILITIES LS 6,500.0000 6,500.00 1.000 6,500 086 CONTROL AND NEUTRAL CONDUCTORS LS 9,500.0000 9,500.00 1.000 9,500 087 1" ELECTRIC REMOTE CONTROL VALVE EA 275.0000 1,650.00 6.000 1,650 088 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 340.0000 3,400.00 10.000 3,400 089 2" ELECTRIC REMOTE CONTROL VALVE EA 380.0000 1,140.00 3.000 1,140 090 SPRINKLER (TYPE A-5) EA 40.0000 3,960.00 99.000 3,960 091 SPRINKLER (TYPE A-6) EA 75.0000 3,900.00 52.000 3,900 092 SPRINKLER (TYPE A-7) EA 40.0000 120.00 3.000 120 093 SPRINKLER (TYPE B-1) EA 27.0000 2,322.00 86.000 2,322 094 SPRINKLER (TYPE B-3) EA 27.0000 2,268.00 84.000 2,268 095 SPRINKLER (TYPE B-4) EA 65.0000 910.00 14.000 910 096 SPRINKLER (TYPE C-1) EA 12.0000 336.00 28.000 336 097 3" GATE VALVE EA 830.0000 4,150.00 5.000 4,150 098 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 2.3000 22,367.50 9,725.000 22,367 (F) LINE) 099 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 2.7500 3,231.25 1,175.000 3,231 (F) (SUPPLY LINE) 100 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 3,075.00 1,025.000 3,075 (F) (SUPPLY LINE) 101 2" PLASTIC PIPE (SCHEDULE 40) LF 3.0000 6,075.00 2,025.000 6,075 (F) (SUPPLY LINE) 102 3" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 9,800.00 2,450.000 9,800 (F) (SUPPLY LINE) 103 BALL VALVE EA 275.0000 1,650.00 6.000 1,650 PROGRAM CAS145 PAGE 5 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 10" CORRUGATED HIGH DENSITY LF 80.0000 24,000.00 300.000 24,000 (F) POLYETHYLENE PIPE CONDUIT 105 CLASS 3 AGGREGATE SUBBASE CY 28.0000 420,000.00 16,166.270 452,655 106 CLASS 2 AGGREGATE BASE (CY) CY 25.0000 240,250.00 9,910.000 247,750 107 LEAN CONCRETE BASE CY 215.0000 150,500.00 723.590 155,571 108 HOT MIX ASPHALT (TYPE A) TON 71.0000 332,990.00 5,449.240 386,896 109 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 95.0000 222,300.00 2,878.200 273,429 110 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.5000 315.00 285.000 427 111 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.5000 3,345.00 2,430.000 3,645 112 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.5000 1,965.00 1,310.000 1,965 113 JOINTED PLAIN CONCRETE PAVEMENT CY 240.0000 376,800.00 1,714.740 411,537 114 JOINTED PLAIN CONCRETE PAVEMENT, CY 350.0000 122,500.00 350.000 122,500 RAPID STRENGTH CONCRETE 115 GROUND ANCHOR (SUBHORIZONTAL) EA 2,625.0000 60,375.00 23.000 60,375 116 SOIL NAIL LF 24.0000 321,840.00 13,320.000 319,680 117 VIBRATION MONITORING LS 15,000.0000 15,000.00 1.000 15,000 118 FURNISH STEEL PILING (HP 10 X 57) LF 30.0000 305,460.00 9,910.100 297,303 119 DRIVE STEEL PILE (HP 10 X 57) EA 1,610.0000 357,420.00 218.000 350,980 120 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 250.0000 21,250.00 85.000 21,250 121 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 275.0000 90,200.00 328.000 90,200 122 FURNISH PILING (CLASS 200) LF 36.0000 216,540.00 6,015.000 216,540 (ALTERNATIVE X) 123 DRIVE PILE (CLASS 200) EA 1,600.0000 190,400.00 119.000 190,400 (ALTERNATIVE X) 124 36" CAST-IN-DRILLED-HOLE CONCRETE LF 580.0000 25,520.00 44.000 25,520 PILE (SIGN FOUNDATION) 125 54" CAST-IN-DRILLED-HOLE CONCRETE LF 660.0000 39,600.00 60.000 39,600 PILE (SIGN FOUNDATION) 126 60" CAST-IN-DRILLED-HOLE CONCRETE LF 830.0000 91,300.00 102.000 84,660 PILE (SIGN FOUNDATION) 127 SEAL COURSE CONCRETE CY 90.0000 42,120.00 515.500 46,395 128 STRUCTURAL CONCRETE CY 400.0000 65,200.00 163.000 65,200 (F) 129 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 187,000.00 374.000 187,000 (F) 130 STRUCTURAL CONCRETE, BRIDGE CY 661.0000 1,224,172.00 1,852.000 1,224,172 (F) PROGRAM CAS145 PAGE 6 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 STRUCTURAL CONCRETE, RETAINING WALL CY 335.0000 968,485.00 2,916.000 976,860 (F) 132 STRUCTURAL CONCRETE, BARRIER SLAB CY 300.0000 169,500.00 565.000 169,500 (F) 133 AGGREGATE BASE (APPROACH SLAB) CY 1,500.0000 4,500.00 3.750 5,625 134 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 48,000.00 63.000 63,000 (F) (TYPE N) 135 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 40,500.00 33.480 50,220 (TYPE R) 136 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 142,940.00 109.710 153,594 (F) 137 MINOR CONCRETE (ANCHOR BLOCK) CY 1,000.0000 11,000.00 13.710 13,710 138 DIAPHRAGM BOLSTER EA 1,200.0000 67,200.00 56.000 67,200 139 CONCRETE SURFACE TEXTURE SQFT 60.0000 468,000.00 7,800.000 468,000 (F) 140 FRACTURED RIB TEXTURE SQFT 7.0000 176,050.00 25,150.000 176,050 (F) 141 DRILL AND BOND DOWEL LF 11.0000 15,664.00 1,424.000 15,664 142 CLEAN EXPANSION JOINT LF 6.0000 2,358.00 393.000 2,358 143 JOINT SEAL (MR 2") LF 50.0000 23,400.00 468.000 23,400 144 BAR REINFORCING STEEL LB 1.0000 32,763.00 32,763.000 32,763 (F) 145 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 779,256.00 861,767.700 775,590 (F) 146 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 474,914.70 530,026.000 477,023 (F) 147 STRUCTURAL SHOTCRETE CY 760.0000 156,560.00 206.000 156,560 (F) 148 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.4000 35,904.00 8,160.000 35,904 (F) WITH WALKWAY) 149 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.9000 15,504.00 8,160.000 15,504 (F) WITH WALKWAY) 150 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.4000 44,042.40 8,156.000 44,042 (F) 151 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.6500 5,301.40 8,156.000 5,301 (F) 152 FURNISH SIGN STRUCTURE (TRUSS) LB 3.7500 303,435.00 80,916.000 303,435 (F) 153 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 16,183.20 80,916.000 16,183 (F) 154 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 33.0000 43,560.00 1,320.000 43,560 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 3,000.00 200.000 3,000 (0.063"-UNFRAMED) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 2,880.00 180.000 2,880 (0.080"-UNFRAMED) 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,000.00 150.000 3,000 (0.063"-FRAMED) PROGRAM CAS145 PAGE 7 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 500.00 25.000 500 (0.080"-FRAMED) 159 METAL (RAIL MOUNTED SIGN) LB 16.0000 18,880.00 1,180.000 18,880 160 ROADSIDE SIGN - ONE POST EA 350.0000 7,000.00 20.000 7,000 161 ROADSIDE SIGN - TWO POST EA 775.0000 5,425.00 7.000 5,425 162 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 600.00 4.000 600 METHOD) 163 18" REINFORCED CONCRETE PIPE LF 115.0000 37,950.00 -21.750 -2,501.25 451.450 51,916 164 24" REINFORCED CONCRETE PIPE LF 78.0000 117,780.00 1,510.000 117,780 165 36" REINFORCED CONCRETE PIPE LF 60.0000 157,800.00 2,630.000 157,800 166 54" REINFORCED CONCRETE PIPE LF 191.0000 76,400.00 400.000 76,400 167 18" BITUMINOUS COATED CORRUGATED STEEL LF 132.0000 1,188.00 9.000 1,188 PIPE (.079" THICK) 168 GRATED LINE DRAIN LF 138.0000 8,694.00 77.490 10,693 169 18" BITUMINOUS COATED CORRUGATED STEEL LF 200.0000 2,600.00 13.000 2,600 PIPE RISER (.079" THICK) 170 6" WELDED STEEL PIPE CASING (BRIDGE) LF 75.0000 5,775.00 96.000 7,200 171 36" PRECAST CONCRETE PIPE MANHOLE LF 1,000.0000 7,000.00 7.000 7,000 172 DERRICK STONE (PIER NOSE) CY 99.0000 43,956.00 546.120 54,065 173 BEDDING STONE (PIER NOSE) CY 90.0000 20,340.00 277.980 25,018 174 RECONSTRUCT FACING STONE CY 80.0000 5,040.00 77.490 6,199 175 ROCK SLOPE PROTECTION CY 90.0000 684.00 7.600 684 (F) (FACING, METHOD B) (CY) 176 CONCRETE (DITCH LINING) CY 850.0000 27,200.00 32.000 27,200 177 GROUTING RIPRAP CY 150.0000 2,400.00 19.680 2,952 178 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 100.00 25.000 100 179 MINOR CONCRETE (GUTTER) (CY) CY 693.0000 9,702.00 14.000 9,702 180 DETECTABLE WARNING SURFACE SQFT 69.0000 828.00 12.000 828 181 MINOR CONCRETE (TEXTURED PAVING) CY 453.0000 108,720.00 240.000 108,720 182 MINOR CONCRETE (CURB RAMP) CY 6,500.0000 1,300.00 0.200 1,300 183 MISCELLANEOUS IRON AND STEEL LB 2.0000 39,582.00 21,204.000 42,408 (F) 184 MISCELLANEOUS METAL LB 13.0000 11,648.00 896.000 11,648 (F) (RESTRAINER - BAR TYPE) PROGRAM CAS145 PAGE 8 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 MISCELLANEOUS METAL LB 7.0000 107,975.00 15,425.000 107,975 (F) (RESTRAINER - CABLE TYPE) 186 MISCELLANEOUS METAL (BRIDGE) LB 24.0000 25,824.00 1,076.000 25,824 (F) 187 BRIDGE DECK DRAINAGE SYSTEM LB 10.0000 1,610.00 161.000 1,610 (F) 188 CHAIN LINK FENCE (TYPE CL-6) LF 16.0000 29,120.00 2,229.000 35,664 189 4' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 1,800.00 1.000 1,800 190 DELINEATOR (CLASS 1) EA 50.0000 500.00 10.000 500 191 GUARD RAILING DELINEATOR EA 15.0000 600.00 40.000 600 192 OBJECT MARKER (TYPE P) EA 25.0000 125.00 6.000 150 193 METAL BEAM GUARD RAILING (WOOD POST) LF 29.0000 38,280.00 1,197.000 34,713 194 CABLE RAILING LF 27.0000 9,963.00 369.000 9,963 (F) 195 TRANSITION RAILING (TYPE WB) EA 3,200.0000 22,400.00 7.000 22,400 196 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,200.0000 4,800.00 5.000 6,000 197 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 6,600.00 3.000 9,900 198 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 13,800.00 5.000 11,500 199 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 70.0000 7,000.00 100.000 7,000 200 CONCRETE BARRIER (TYPE 60) LF 45.0000 63,450.00 1,256.800 56,556 201 CONCRETE BARRIER (TYPE 60D) LF 115.0000 22,885.00 199.000 22,885 202 CONCRETE BARRIER (TYPE 60D MODIFIED 1) LF 85.0000 51,000.00 600.000 51,000 203 CONCRETE BARRIER (TYPE 60D MODIFIED 2) LF 55.0000 4,400.00 80.000 4,400 204 CONCRETE BARRIER (TYPE 60D MODIFIED 3) LF 85.0000 8,670.00 102.000 8,670 205 CONCRETE BARRIER (TYPE 736) LF 75.0000 125,400.00 1,672.000 125,400 (F) 206 CONCRETE BARRIER (TYPE 736A) LF 110.0000 206,690.00 1,879.000 206,690 (F) 207 CONCRETE BARRIER (TYPE 736B) LF 175.0000 1,592.50 9.100 1,592 (F) 208 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 8,950.00 17,872.000 8,936 209 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 6,285.00 3,190.000 4,785 210 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 1,965.00 1,283.000 1,924 (BROKEN 12-3) 211 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 12,250.00 1,877.000 13,139 PROGRAM CAS145 PAGE 9 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 210.00 140.000 210 (BROKEN 6-1) 213 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 11,650.00 21,216.000 10,608 (BROKEN 36-12) 214 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 740.00 1,250.000 625 (BROKEN 17-7) 215 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 14,150.00 34,809.000 17,404 216 PAINT PAVEMENT MARKING (2-COAT) SQFT 7.0000 4,130.00 478.000 3,346 217 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 6,860.00 3,189.000 6,378 218 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 16,170.00 2,385.000 16,695 219 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,650.0000 1,650.00 1.000 1,650 SYSTEM ELEMENTS DURING CONSTRUCTION 220 SIGNAL AND LIGHTING (TEMPORARY) LS 11,100.0000 11,100.00 1.000 11,100 221 SIGNAL AND LIGHTING LS 3,300.0000 3,300.00 1.000 3,300 222 LIGHTING (TEMPORARY) LS 49,000.0000 49,000.00 1.000 49,000 223 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 1.000 175,000 224 OCTA FACILITY (TEMPORARY) LS 175,000.0000 175,000.00 1.000 175,000 225 COMMUNICATION CONDUIT (BRIDGE) LF 13.0000 22,568.00 1,736.000 22,568 (F) (MODIFIED) 226 COMMUNICATION SYSTEM LS 235,000.0000 235,000.00 1.000 235,000 227 COMMUNICATION SYSTEM (TEMPORARY) LS 65,000.0000 65,000.00 1.000 65,000 228 OCTA FACILITY LS 200,000.0000 200,000.00 1.000 200,000 229 RAMP METERING SYSTEM AND ELECTRIC LS 86,500.0000 86,500.00 1.000 86,500 SERVICE (IRRIGATION) 230 SYSTEM TESTING AND DOCUMENTATION LS 48,000.0000 48,000.00 1.000 48,000 231 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 232 BRIDGE REMOVAL (PORTION), LOCATION C LS 15,000.0000 15,000.00 1.000 15,000 233 STRUCTURE EXCAVATION (TYPE D), CY 250.0000 426,750.00 1,707.000 426,750 (F) LOCATION A 234 STRUCTURE EXCAVATION (TYPE D), CY 250.0000 142,500.00 570.000 142,500 (F) LOCATION LEVEE PROGRAM CAS145 PAGE 10 DATE 11/18/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0C5604 TIME 09:58 AM ESTIMATE NO. 035 BID OPENING 08/08/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/31/16 R.E. NAME: WU, ADRIAN DATE OF THIS ESTIMATE 11/18/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 7,798.75 17,218,548.62 ADJUSTMENT OF COMPENSATION 35,767.79 254,853.77 EXTRA WORK 10,084.34 853,809.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 53,650.88 18,327,211.72 235 MOBILIZATION LS 1,800,000.0000 1,800,000.00 1.000 1,800,000 ORIGINAL CONTRACT AMOUNT 18,596,892.95 TOTAL WORK COMPLETED 53,650.88 20,127,211.72 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -18,000.00 -28,363.13 TOTAL 35,650.88 20,098,848.59 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/01/13 750 01/23/14 12/26/13 10/31/16 653 56 23 0 100% 100% WU, ADRIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/16