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 01/22/18 EST. NO. 024 TIME 12:16 PM R.E. NAME: CHUNG, DEREK 07-3X7114 --------------------------------------------------------------------------- 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 0091 13,856.00 E.W. @ F.A.(+) 102517 N 0091 0 13,856.00 TOTAL THIS ESTIMATE 625,122.97 TOTAL PREVIOUS ESTIMATE 638,978.97 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 01/22/18 EST. NO. 024 TIME 12:16 PM R.E. NAME: CHUNG, DEREK 07-3X7114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CEM 2406 MAY 2017 -263.00 017 CEM 2406 MAY 2017 263.00 018 CEM4401 ANNUAL 2017 -10,000.00 024 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY 1391 FORM MISSING -10,000.00 007 1391 FORM MISSING 10,000.00 008 0.00 0.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 12:16 PM ESTIMATE NO. 024 BID OPENING 10/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: CHUNG, DEREK DATE OF THIS ESTIMATE 01/22/18 LOCATION PROGRESS ESTIMATE 07-LA-60-R7.4/R8.1 ----------------- POWELL CONSTRUCTORS, INC. IN LA COUNTY, IN CITY OF MONTEBELLO 8555 BANANA AVENUE AT PARAMOUNT BOULEVARD OVERCROSSING FONTANA CA 92335 FED. AID NO. STP-19P1(4)E REALIGN RAMP & APPROACHES TO NEW BR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 1.000 4,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 260,000.00 260.000 260,000 004 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 1.000 6,000 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 006 TYPE II BARRICADE EA 50.0000 350.00 7.000 350 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 5,850.00 1,879.000 5,637 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 6,520.00 28,799.000 11,519 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 420.00 109.000 3,815 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,500.0000 1,500.00 1.000 1,500 011 TEMPORARY RAILING (TYPE K) LF 10.0000 72,200.00 7,220.000 72,200 012 TEMPORARY CRASH CUSHION MODULE EA 250.0000 30,000.00 117.000 29,250 013 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 13,000.00 3.000 1,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 6,000.00 2.000 1,000 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 018 MOVE-IN/MOVE-OUT EA 1,000.0000 2,000.00 2.000 2,000 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 710.00 0.000 0 020 TEMPORARY COVER SQYD 2.0000 4,000.00 2,000.000 4,000 021 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 4,950.00 18.000 4,950 022 TEMPORARY FIBER ROLL LF 2.5000 1,250.00 800.000 2,000 PROGRAM CAS145 PAGE 2 DATE 01/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 12:16 PM ESTIMATE NO. 024 BID OPENING 10/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: CHUNG, DEREK DATE OF THIS ESTIMATE 01/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 4.5000 18,000.00 4,000.000 18,000 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 5,000.00 2.000 5,000 025 STREET SWEEPING LS 7,500.0000 7,500.00 1.000 7,500 026 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 1.000 12,000 027 TEMPORARY FENCE (TYPE ESA) LF 4.0000 8,000.00 2,000.000 8,000 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 2,160.00 704.000 2,112 STRIPE (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.1500 1,725.00 11,500.000 1,725 030 ABANDON MANHOLE EA 1,000.0000 3,000.00 3.000 3,000 031 OBLITERATE SURFACING SQYD 1.0000 2,450.00 2,450.000 2,450 032 REMOVE CHAIN LINK FENCE LF 5.0000 2,100.00 500.000 2,500 033 REMOVE GUARDRAIL LF 10.0000 5,400.00 536.000 5,360 034 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 1.000 10,000 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,390.00 1,840.000 1,840 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 330.00 503.000 1,509 037 REMOVE PAVEMENT MARKER EA 1.0000 110.00 164.000 164 038 REMOVE ROADSIDE SIGN EA 60.0000 3,060.00 51.000 3,060 039 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,730.00 1,750.000 1,750 040 REMOVE PIPE (LF) LF 35.0000 14,350.00 410.000 14,350 041 REMOVE INLET EA 700.0000 7,000.00 10.000 7,000 042 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 4.000 1,000 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 25,140.00 8,380.000 25,140 044 REMOVE CONCRETE CURB (LF) LF 4.0000 4,600.00 1,150.000 4,600 045 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 160.0000 13,600.00 85.000 13,600 046 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 26,320.00 6,580.000 26,320 047 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 048 ROADWAY EXCAVATION CY 35.0000 665,000.00 19,000.000 665,000 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 45,450.00 1,515.000 45,450 (F) PROGRAM CAS145 PAGE 3 DATE 01/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 12:16 PM ESTIMATE NO. 024 BID OPENING 10/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: CHUNG, DEREK DATE OF THIS ESTIMATE 01/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 100.0000 21,100.00 211.000 21,100 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) CY 30.0000 45,660.00 1,522.000 45,660 (F) 052 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 150.0000 7,200.00 48.000 7,200 (F) 053 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 200.0000 26,400.00 132.000 26,400 (F) 054 LEAN CONCRETE BACKFILL CY 130.0000 11,960.00 92.000 11,960 (F) 055 DITCH EXCAVATION CY 50.0000 60,500.00 1,210.000 60,500 056 SLOW-RELEASE FERTILIZER LB 1.5000 945.00 630.000 945 057 PLANT (GROUP H) EA 1.1000 3,388.00 3,080.000 3,388 058 PLANT (GROUP A) EA 15.0000 2,400.00 160.000 2,400 059 PLANT (GROUP B) EA 32.0000 9,920.00 310.000 9,920 060 PLANT (GROUP U) EA 200.0000 28,000.00 140.000 28,000 061 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.075 1,050.00 0.600 8,400 062 WOOD MULCH CY 46.0000 102,580.00 2,317.000 106,582 063 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 064 CONTROL AND NEUTRAL CONDUCTORS LS 15,000.0000 15,000.00 1.000 15,000 065 1" REMOTE CONTROL VALVE EA 425.0000 1,275.00 3.000 1,275 066 1 1/2" REMOTE CONTROL VALVE EA 525.0000 6,825.00 13.000 6,825 067 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65.0000 1,885.00 29.000 1,885 068 RISER SPRINKLER ASSEMBLY EA 30.0000 18,600.00 620.000 18,600 069 2" GATE VALVE EA 650.0000 650.00 1.000 650 070 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.8000 22,169.20 5,834.000 22,169 (F) LINE) 071 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2000 8,257.20 1,966.000 8,257 (F) LINE) 072 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.3500 4,850.25 1,115.000 4,850 (F) (SUPPLY LINE) 073 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 4,135.50 919.000 4,135 (F) (SUPPLY LINE) 074 2" PLASTIC PIPE (SCHEDULE 40) LF 5.2500 1,417.50 270.000 1,417 (F) (SUPPLY LINE) 075 2" PLASTIC PIPE (CLASS 315) LF 7.5000 22,890.00 3,052.000 22,890 (F) (SUPPLY LINE) 076 BALL VALVE EA 225.0000 1,800.00 8.000 1,800 PROGRAM CAS145 PAGE 4 DATE 01/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 12:16 PM ESTIMATE NO. 024 BID OPENING 10/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: CHUNG, DEREK DATE OF THIS ESTIMATE 01/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 8" CORRUGATED HIGH DENSITY LF 40.0000 1,600.00 40.000 1,600 POLYETHYLENE PIPE CONDUIT 078 CLASS 3 AGGREGATE BASE (CY) CY 45.0000 306,450.00 7,010.620 315,477 079 LEAN CONCRETE BASE CY 145.0000 394,400.00 2,799.000 405,855 080 LEAN CONCRETE BASE RAPID SETTING CY 250.0000 217,500.00 933.770 233,442 081 HOT MIX ASPHALT (TYPE A) TON 70.0000 485,800.00 8,157.860 571,050 082 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 88.0000 73,040.00 877.600 77,228 083 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 2,900.00 0.000 0 (PAVING FABRIC) 084 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0000 280.00 140.000 280 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 260.00 125.000 250 086 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 8,200.00 4,089.000 8,178 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 860.00 417.000 834 088 TACK COAT TON 2,000.0000 2,000.00 1.500 3,000 089 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 159,000.00 567.120 170,136 090 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 76,000.00 190.000 76,000 (RSC) 091 STEEL SOLDIER PILE (W 24 X 117) LF 80.0000 61,760.00 772.000 61,760 092 STEEL SOLDIER PILE (HP 12 X 84) LF 60.0000 16,440.00 274.000 16,440 093 24" DRILLED HOLE LF 90.0000 23,490.00 261.000 23,490 094 36" DRILLED HOLE LF 75.0000 55,050.00 734.000 55,050 095 36" CAST-IN-DRILLED-HOLE CONCRETE LF 650.0000 16,900.00 26.000 16,900 PILE (SIGN FOUNDATION) 096 STRUCTURAL CONCRETE,WALL CAP CY 1,100.0000 40,700.00 37.000 40,700 (F) 097 STRUCTURAL CONCRETE, RETAINING WALL CY 450.0000 107,100.00 238.000 107,100 (F) 098 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 58,500.00 39.000 58,500 (F) 099 MINOR CONCRETE (BACKFILL) CY 150.0000 1,800.00 12.000 1,800 (F) 100 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 36,080.00 36,080.000 36,080 (F) 101 BAR REINFORCING STEEL (WALL CAP) LB 1.3000 6,045.00 4,650.000 6,045 (F) 102 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 39,895.00 7,979.000 39,895 (F) 103 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 7,979.00 7,979.000 7,979 (F) PROGRAM CAS145 PAGE 5 DATE 01/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 12:16 PM ESTIMATE NO. 024 BID OPENING 10/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: CHUNG, DEREK DATE OF THIS ESTIMATE 01/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - ONE POST EA 250.0000 10,000.00 40.000 10,000 105 ROADSIDE SIGN - TWO POST EA 450.0000 2,700.00 6.000 2,700 106 FURNISH LAMINATED PANEL SIGN SQFT 23.0000 1,541.00 67.000 1,541 (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 FURNISH LAMINATED PANEL SIGN SQFT 22.0000 5,940.00 270.000 5,940 (1"-TYPE B)FOR RETROREFLECTIVE SHEETING (TYPE XI) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,760.00 220.000 1,760 (0.063-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,380.00 280.000 2,380 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 351.00 27.000 351 (0.063"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 111 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 4,350.00 870.000 4,350 112 TIMBER LAGGING MFBM 3,500.0000 63,700.00 18.200 63,700 (F) 113 CLEAN AND PAINT STEEL SOLDIER PILING LS 65,000.0000 65,000.00 1.000 65,000 114 15" REINFORCED CONCRETE PIPE LF 175.0000 4,900.00 28.000 4,900 115 18" REINFORCED CONCRETE PIPE LF 175.0000 59,500.00 340.000 59,500 116 24" REINFORCED CONCRETE PIPE LF 200.0000 3,600.00 18.000 3,600 117 18" CONCRETE FLARED END SECTION EA 900.0000 4,500.00 5.000 4,500 118 ROCK SLOPE PROTECTION CY 270.0000 3,240.00 12.000 3,240 (F) (FACING, METHOD B) (CY) 119 CONCRETE (DITCH LINING) CY 800.0000 4,000.00 5.000 4,000 120 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 6,700.00 268.000 6,700 121 DETECTABLE WARNING SURFACE SQFT 30.0000 15,300.00 510.000 15,300 122 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,000.0000 1,500.00 1.500 1,500 123 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 475.0000 128,250.00 277.270 131,703 AND DRIVEWAY) 124 MINOR CONCRETE (ISLAND PAVING) CY 575.0000 5,175.00 11.000 6,325 125 MINOR CONCRETE (CURB RAMP) CY 700.0000 16,100.00 23.000 16,100 126 PRE/POST CONSTRUCTION SURVEYS EA 400.0000 5,200.00 13.000 5,200 127 MISCELLANEOUS IRON AND STEEL LB 1.5000 9,759.00 6,506.000 9,759 (F) PROGRAM CAS145 PAGE 6 DATE 01/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 12:16 PM ESTIMATE NO. 024 BID OPENING 10/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: CHUNG, DEREK DATE OF THIS ESTIMATE 01/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 128 CHAIN LINK FENCE (TYPE CL-6) LF 25.0000 20,000.00 996.000 24,900 129 20' CHAIN LINK GATE (TYPE CL-6) EA 2,800.0000 2,800.00 1.000 2,800 130 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 31.0000 17,050.00 550.000 17,050 131 CABLE RAILING LF 19.0000 5,092.00 268.000 5,092 (F) 132 CONCRETE BARRIER (TYPE 736A) LF 100.0000 33,100.00 331.000 33,100 (F) 133 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 10,560.00 12,453.000 7,471 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,320.00 3,367.000 3,367 135 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,450.00 1,000.000 1,000 (BROKEN 12-3) 136 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 8,670.00 2,693.000 8,079 137 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,010.00 10,257.000 5,128 (BROKEN 17-7) 138 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,280.00 808.000 2,424 139 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION 140 INTERCONNECTION CONDUIT AND CABLE (LS) LS 22,000.0000 22,000.00 1.000 22,000 141 ELECTRIC SERVICE (IRRIGATION) LS 6,500.0000 6,500.00 1.000 6,500 142 RAMP METERING SYSTEM LS 215,000.0000 215,000.00 1.000 215,000 143 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 225,000.0000 225,000.00 1.000 225,000 144 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 255,000.0000 255,000.00 1.000 255,000 145 MODIFY LIGHTING AND SIGN ILLUMINATION LS 185,000.0000 185,000.00 1.000 185,000 146 MODIFY COMMUNICATION SYSTEM LS 145,000.0000 145,000.00 1.000 145,000 147 SYSTEM TESTING AND DOCUMENTATION LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 7 DATE 01/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 12:16 PM ESTIMATE NO. 024 BID OPENING 10/08/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/18 R.E. NAME: CHUNG, DEREK DATE OF THIS ESTIMATE 01/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,050.00 5,898,894.20 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 13,856.00 638,978.97 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,906.00 6,537,873.17 148 MOBILIZATION LS 490,000.0000 490,000.00 1.000 490,000 ORIGINAL CONTRACT AMOUNT 6,255,779.65 TOTAL WORK COMPLETED 14,906.00 7,027,873.17 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 4,906.00 7,017,873.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/01/15 510 02/02/16 02/01/16 07/27/18 422 69 0 0 99% 83% PROGRESS IS SATISFACTORY CHUNG, DEREK RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/18