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 06/27/17 EST. NO. 061 TIME 03:23 PM R.E. NAME: YAP, SIONG 08-378704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 06/27/17 EST. NO. 061 TIME 03:23 PM R.E. NAME: YAP, SIONG 08-378704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANNUAL SOLID WASTE -10,000.00 035 ANNUAL SOLID WASTE 10,000.00 039 PILE ANOMALY -20,890.76 045 ANNL SOLID WASTE RPT -10,000.00 047 UNDERPAYMENT OF WAGE -2,268.00 049 ANNL SOLID WASTE RPT 10,000.00 058 UNDERPAYMET OF WAGES 2,268.00 058 0.00 -20,890.76 LABOR COMPLIANCE VIOLATION DELINQUENT CPR -4,000.00 045 DELINQUENT CPR -2,000.00 046 DELINQUENT CPR 4,000.00 049 DELINQUENT CPR 2,000.00 049 0.00 0.00 TOTAL DEDUCTIONS 0.00 -20,890.76 PROGRAM CAS145 PAGE 1 DATE 06/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:23 PM ESTIMATE NO. 061 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/16 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/27/17 LOCATION FINAL ESTIMATE 08-SBD-62-142.2/142.9 -------------- M C M CONSTRUCTION INC IN SAN BERNARDINO COUNTY CALIFORNIA P O BOX 620 AND IN LA PAZ COUNTY ARIZONA FROM NORTH HIGHLANDS CA 956600620 THE INTERSECTION OF LPARKER DAM ROAD AT EARP TO THIRD STREET AT PARKER FED. AID NO. STP-BRST(PP0)620,STP-BRST(PP0)29,BR- S95(A20)A BRIDGE TO BE REPLACED ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 1.000 15,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,500.00 8.000 2,000 003 TIME-RELATED OVERHEAD LS 1,500,000.0000 1,500,000.00 1.000 1,500,000 004 TEMPORARY FENCE (TYPE ESA) LF 8.0000 4,080.00 450.000 3,600 005 48" TEMPORARY CULVERT LF 60.0000 7,200.00 80.000 4,800 006 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 007 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500 PREVENTION PLAN 008 BIOLOGICAL MONITOR LS 15,000.0000 15,000.00 1.000 15,000 009 TEMPORARY FIBER ROLL LF 2.7000 27,000.00 1,135.000 3,064 010 TEMPORARY SILT FENCE LF 2.7000 17,550.00 5,850.000 15,795 011 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 12,000.00 2.000 3,000 012 TEMPORARY COVER SQYD 4.0000 4,000.00 1,650.000 6,600 013 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 3,000.00 1.000 500 014 STREET SWEEPING LS 15,000.0000 15,000.00 1.000 15,000 015 TEMPORARY CONCRETE WASHOUT BIN EA 1,500.0000 6,000.00 4.000 6,000 016 TEMPORARY SOIL BINDER SQYD 0.2400 18,480.00 60,000.000 14,400 017 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 1.000 8,000 018 TRAFFIC CONTROL SYSTEM LS 20,000.0000 20,000.00 1.000 20,000 019 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 720.00 1,147.000 2,294 020 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 24,500.00 62,802.000 31,401 021 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 7,200.00 89.000 3,560 022 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 06/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:23 PM ESTIMATE NO. 061 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/16 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 15.0000 171,000.00 15,220.000 228,300 024 TEMPORARY CRASH CUSHION MODULE EA 300.0000 10,200.00 50.000 15,000 025 TEMPORARY TRAFFIC SCREEN LF 3.0000 34,200.00 0.000 0 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 6,100.00 11,730.000 5,865 STRIPE (HAZARDOUS WASTE) 027 OBLITERATE SURFACING SQYD 6.0000 1,440.00 330.000 1,980 028 REMOVE FENCE LF 4.0000 3,800.00 875.000 3,500 029 REMOVE METAL BEAM GUARD RAILING LF 5.0000 11,450.00 2,188.000 10,940 030 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,240.00 8,135.000 3,254 031 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 580.00 105.000 210 032 REMOVE PAVEMENT MARKER EA 1.0000 530.00 164.000 164 033 REMOVE ROADSIDE SIGN EA 250.0000 750.00 5.000 1,250 034 REMOVE PIPE LF 37.0000 8,510.00 230.000 8,510 035 REMOVE HEADWALL EA 500.0000 500.00 2.000 1,000 036 REMOVE DOWNDRAIN EA 200.0000 200.00 1.000 200 037 RESET ROADSIDE SIGN EA 500.0000 5,500.00 10.000 5,000 038 RELOCATE 2" WATERLINE LF 60.0000 6,000.00 0.000 0 039 RELOCATE MONUMENT PLAQUE EA 2,000.0000 2,000.00 1.000 2,000 040 RELOCATE ROADSIDE SIGN EA 500.0000 5,500.00 11.000 5,500 041 ADJUST MANHOLE TO GRADE EA 750.0000 2,250.00 4.000 3,000 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 9,520.00 5,198.000 20,792 043 REMOVE CONCRETE CY 130.0000 1,170.00 6.770 880 044 BRIDGE REMOVAL LS 350,000.0000 350,000.00 1.000 350,000 045 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000 046 ROADWAY EXCAVATION CY 14.5000 404,550.00 29,900.000 433,550 047 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 048 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 180,000.00 1,800.000 180,000 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 60.0000 337,020.00 8,078.000 484,680 (F) PROGRAM CAS145 PAGE 3 DATE 06/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:23 PM ESTIMATE NO. 061 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/16 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (TIEBACK WALL) CY 60.0000 28,080.00 0.000 0 (F) 051 STRUCTURE BACKFILL (BRIDGE) CY 60.0000 48,600.00 810.000 48,600 (F) 052 STRUCTURE BACKFILL (RETAINING WALL) CY 25.0000 152,000.00 7,759.820 193,995 (F) 053 STRUCTURE BACKFILL (TIEBACK WALL) CY 25.0000 2,200.00 177.000 4,425 (F) 054 EROSION CONTROL (DRY SEED) (ACRE) ACRE 3,000.0000 17,400.00 5.800 17,400 055 COMPOST (INCORPORATE) SQYD 5.0000 135,000.00 18,690.000 93,450 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 3.000 4,500 057 EROSION CONTROL (POLYMER STABILIZED ACRE 1,700.0000 9,860.00 5.540 9,418 FIBER MATRIX) (ACRE) 058 PLANT (GROUP B) EA 54.0000 9,180.00 138.000 7,452 059 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 1.000 25,000 060 CLASS 2 AGGREGATE BASE CY 35.0000 233,100.00 6,823.030 238,806 061 HOT MIX ASPHALT (TYPE C) TON 111.0000 820,290.00 8,980.130 996,794 062 HOT MIX ASPHALT (TYPE A) TON 115.0000 156,400.00 1,020.000 117,300 063 DATA CORE LS 1,300.0000 1,300.00 1.000 1,300 064 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.5000 7,575.00 1,120.000 8,400 065 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 7.5000 3,525.00 479.000 3,592 066 PLACE HOT MIX ASPHALT SQYD 65.0000 195.00 22.700 1,475 (MISCELLANEOUS AREA) 067 LIQUID ASPHALT (PRIME COAT) TON 1,167.0000 31,509.00 13.500 15,754 068 TACK COAT TON 924.0000 11,088.00 8.510 7,863 069 FURNISH 48" STEEL PIPE PILING LF 670.0000 397,980.00 594.000 397,980 070 DRIVE 48" STEEL PIPE PILE EA 150,000.0000 600,000.00 4.000 600,000 071 108" DRIVEN STEEL SHELL LF 2,600.0000 1,562,600.00 598.990 1,557,374 072 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 452,920.00 895.500 116,415 073 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,800.0000 722,400.00 254.000 711,200 074 108" CAST-IN-DRILLED-HOLE CONCRETE LF 800.0000 480,800.00 601.000 480,800 PILING 075 PRESTRESSING CAST-IN-PLACE CONCRETE LS 250,000.0000 250,000.00 1.000 250,000 076 TIEBACK ANCHOR EA 1,800.0000 252,000.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:23 PM ESTIMATE NO. 061 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/16 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 500.0000 125,500.00 251.000 125,500 (F) 078 STRUCTURAL CONCRETE, BRIDGE CY 1,113.0000 6,833,820.00 6,167.000 6,863,871 (F) 079 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 736,500.00 1,726.000 863,000 (F) 080 STRUCTURAL CONCRETE, APPROACH SLAB CY 350.0000 54,950.00 157.000 54,950 (F) (TYPE N) 081 MINOR CONCRETE CY 700.0000 11,200.00 24.000 16,800 082 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 10.0000 151,000.00 15,100.000 151,000 (F) 083 MONUMENT PLAQUES EA 2,500.0000 7,500.00 3.000 7,500 084 PTFE SPHERICAL BEARING EA 7,500.0000 60,000.00 8.000 60,000 085 JOINT SEAL ASSEMBLY (MR 6") LF 350.0000 45,500.00 130.000 45,500 086 BAR REINFORCING STEEL LB 2.5000 1,400.00 560.000 1,400 087 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 1,896,000.00 2,360,672.000 1,888,537 (F) 088 BAR REINFORCING STEEL (RETAINING WALL) LB 0.8000 185,720.00 204,771.000 163,816 (F) 089 HEADED BAR REINFORCEMENT EA 75.0000 14,175.00 189.000 14,175 (F) 090 SHOTCRETE CY 460.0000 81,880.00 0.000 0 (F) 091 STRUCTURAL STEEL LB 2.0000 82,000.00 41,000.000 82,000 (F) 092 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 60.00 6.000 60 (0.063"-UNFRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,100.00 105.000 1,050 (0.080"-FRAMED) 094 ROADSIDE SIGN - ONE POST EA 500.0000 500.00 2.000 1,000 095 ROADSIDE SIGN - TWO POST EA 750.0000 750.00 1.000 750 096 INSTALL ROADSIDE SIGN EA 450.0000 450.00 1.000 450 (LAMINATED WOOD BOX POST) 097 18" REINFORCED CONCRETE PIPE LF 82.0000 5,412.00 83.000 6,806 098 12" BITUMINOUS COATED CORRUGATED STEEL LF 39.0000 21,450.00 550.000 21,450 PIPE (.079" THICK) 099 48" BITUMINOUS COATED CORRUGATED STEEL LF 174.0000 41,760.00 240.000 41,760 PIPE (.168" THICK) 100 18" BITUMINOUS COATED CORRUGATED STEEL LF 52.0000 1,872.00 36.000 1,872 PIPE DOWNDRAIN (.079" THICK) 101 18" BITUMINOUS COATED ENTRANCE TAPER EA 550.0000 550.00 1.000 550 102 36" BITUMINOUS COATED CORRUGATED STEEL EA 750.0000 750.00 1.000 750 PIPE RISER (.138" THICK) 103 WELDED STEEL PIPE CASING (BRIDGE) LF 160.0000 13,760.00 172.000 27,520 PROGRAM CAS145 PAGE 5 DATE 06/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:23 PM ESTIMATE NO. 061 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/16 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 18" BITUMINOUS COATED STEEL FLARED END EA 450.0000 900.00 2.000 900 SECTION 105 48" BITUMINOUS COATED STEEL FLARED END EA 530.0000 530.00 1.000 530 SECTION 106 ROCK SLOPE PROTECTION CY 120.0000 8,400.00 70.700 8,484 (FACING, METHOD B) 107 ROCK SLOPE PROTECTION FABRIC SQYD 4.5000 675.00 146.400 658 108 MINOR CONCRETE (CURB, SIDEWALK AND CY 250.0000 15,000.00 74.200 18,550 CURB RAMP) 109 MISCELLANEOUS IRON AND STEEL LB 4.5000 2,745.00 610.000 2,745 110 BRIDGE DECK DRAINAGE SYSTEM LB 5.0000 178,000.00 35,600.000 178,000 (F) 111 CHAIN LINK FENCE (TYPE CL-6) LF 26.0000 4,680.00 474.000 12,324 112 SURVEY MONUMENT (TYPE D) EA 800.0000 4,000.00 0.000 0 113 DELINEATOR (CLASS 1) EA 60.0000 240.00 4.000 240 114 GUARD RAILING DELINEATOR EA 70.0000 980.00 16.000 1,120 115 OBJECT MARKER (TYPE L) EA 100.0000 200.00 8.000 800 116 METAL BEAM GUARD RAILING LF 23.0000 16,790.00 750.000 17,250 117 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 19,250.00 558.000 19,530 118 TUBULAR HANDRAILING LF 40.0000 55,680.00 1,392.000 55,680 (F) 119 TUBULAR BICYCLE RAILING LF 40.0000 53,600.00 1,340.000 53,600 (F) 120 TRANSITION RAILING (TYPE WB) EA 3,500.0000 3,500.00 1.000 3,500 121 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 760.0000 760.00 1.000 760 122 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,900.0000 8,700.00 3.000 8,700 123 CRASH CUSHION (ADIEM) EA 20,000.0000 40,000.00 2.000 40,000 124 CONCRETE BARRIER LF 60.0000 43,200.00 720.000 43,200 (F) (TYPE 80 MODIFIED) 125 CONCRETE BARRIER LF 140.0000 100,800.00 720.000 100,800 (F) (TYPE 80SW MODIFIED) 126 CONCRETE BARRIER LF 60.0000 39,420.00 657.000 39,420 (F) (TYPE 80A MODIFIED) 127 CONCRETE BARRIER LF 140.0000 94,080.00 672.000 94,080 (F) (TYPE 80SWA MODIFIED) 128 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,520.00 1,372.000 5,488 129 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,350.00 17,381.000 8,690 (SPRAYABLE) 130 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 1,600.00 400.000 1,600 PROGRAM CAS145 PAGE 6 DATE 06/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:23 PM ESTIMATE NO. 061 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/16 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 20.0000 2,800.00 147.000 2,940 132 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000 SYSTEM ELEMENTS DURING CONSTRUCTION 133 HIGHWAY LIGHTING LS 150,000.0000 150,000.00 1.000 150,000 134 LIGHTING (NAVIGATION) LS 60,000.0000 60,000.00 1.000 60,000 135 INDUCTIVE LOOP DETECTOR EA 7,700.0000 15,400.00 2.000 15,400 136 BRIDGE FIXTURE LUMINAIRES LS 150,000.0000 150,000.00 1.000 150,000 PROGRAM CAS145 PAGE 7 DATE 06/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-378704 TIME 03:23 PM ESTIMATE NO. 061 BID OPENING 10/21/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/09/16 R.E. NAME: YAP, SIONG DATE OF THIS ESTIMATE 06/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 20,949,444.02 ADJUSTMENT OF COMPENSATION 0.00 1,229,160.86 EXTRA WORK 0.00 5,249,408.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 27,428,013.22 137 MOBILIZATION LS 2,255,992.0000 2,255,992.00 1.000 2,255,992 ORIGINAL CONTRACT AMOUNT 23,465,093.00 TOTAL WORK COMPLETED 0.00 29,684,005.22 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -20,890.76 TOTAL 0.00 29,663,114.46 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 02/28/11 830 04/11/11 04/11/11 06/09/16 1116 159 286 0 100% 100% YAP, SIONG RESIDENT ENGINEER PROGRAM CAS145 DATE 06/27/17