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 07/25/16 EST. NO. 006 TIME 03:59 PM R.E. NAME: SAMY, RAGY 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 0005 1,209.02 E.W. @ F.A.(+) 070816 N 0005 0 1,209.02 TOTAL THIS ESTIMATE 78,597.42 TOTAL PREVIOUS ESTIMATE 79,806.44 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 07/25/16 EST. NO. 006 TIME 03:59 PM R.E. NAME: SAMY, RAGY 07-3X7114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 03:59 PM ESTIMATE NO. 006 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 07/20/16 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 07/25/16 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 0.500 2,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,000.0000 260,000.00 21.000 21,000.00 126.000 126,000 004 CONSTRUCTION AREA SIGNS LS 6,000.0000 6,000.00 0.750 4,500 005 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.070 10,500.00 0.420 63,000 006 TYPE II BARRICADE EA 50.0000 350.00 3.000 150.00 7.000 350 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 5,850.00 276.000 828 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 6,520.00 3,582.000 1,432 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 420.00 12.000 420 010 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 3,880.000 38,800 012 TEMPORARY CRASH CUSHION MODULE EA 250.0000 30,000.00 43.000 10,750 013 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.080 2,000.00 0.480 12,000 014 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 1.000 500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 6,000.00 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 018 MOVE-IN/MOVE-OUT EA 1,000.0000 2,000.00 1.000 1,000 (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 4,000.00 2,000.000 4,000 021 TEMPORARY DRAINAGE INLET PROTECTION EA 275.0000 4,950.00 8.000 2,200.00 18.000 4,950 022 TEMPORARY FIBER ROLL LF 2.5000 1,250.00 800.000 2,000 PROGRAM CAS145 PAGE 2 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 03:59 PM ESTIMATE NO. 006 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 07/20/16 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 18,000.00 200.000 900.00 900.000 4,050 024 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 5,000.00 0.000 0 025 STREET SWEEPING LS 7,500.0000 7,500.00 0.080 600.00 0.480 3,600 026 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.080 960.00 0.480 5,760 027 TEMPORARY FENCE (TYPE ESA) LF 4.0000 8,000.00 250.000 1,000.00 1,400.000 5,600 028 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 6,500.000 975.00 6,500.000 975 030 ABANDON MANHOLE EA 1,000.0000 3,000.00 2.000 2,000 031 OBLITERATE SURFACING SQYD 1.0000 2,450.00 0.000 0 032 REMOVE CHAIN LINK FENCE LF 5.0000 2,100.00 80.000 400.00 500.000 2,500 033 REMOVE GUARDRAIL LF 10.0000 5,400.00 432.000 4,320 034 REMOVE IRRIGATION FACILITY LS 10,000.0000 10,000.00 0.500 5,000 035 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,390.00 336.000 336 036 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 330.00 236.000 708 037 REMOVE PAVEMENT MARKER EA 1.0000 110.00 164.000 164 038 REMOVE ROADSIDE SIGN EA 60.0000 3,060.00 22.000 1,320 039 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 1,730.00 1,014.000 1,014 040 REMOVE PIPE (LF) LF 35.0000 14,350.00 80.000 2,800.00 110.000 3,850 041 REMOVE INLET EA 700.0000 7,000.00 2.000 1,400.00 5.000 3,500 042 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0 043 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 25,140.00 0.000 0 044 REMOVE CONCRETE CURB (LF) LF 4.0000 4,600.00 300.000 1,200.00 550.000 2,200 045 REMOVE CONCRETE SIDEWALK AND DRIVEWAY CY 160.0000 13,600.00 4.000 640.00 19.000 3,040 046 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 26,320.00 2,251.000 9,004 047 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 0.600 21,000 048 ROADWAY EXCAVATION CY 35.0000 665,000.00 2,300.000 80,500.00 10,200.000 357,000 049 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 45,450.00 1,515.000 45,450 (F) PROGRAM CAS145 PAGE 3 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 03:59 PM ESTIMATE NO. 006 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 07/20/16 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 056 SLOW-RELEASE FERTILIZER LB 1.5000 945.00 0.000 0 057 PLANT (GROUP H) EA 1.1000 3,388.00 0.000 0 058 PLANT (GROUP A) EA 15.0000 2,400.00 0.000 0 059 PLANT (GROUP B) EA 32.0000 9,920.00 0.000 0 060 PLANT (GROUP U) EA 200.0000 28,000.00 0.000 0 061 PLANT ESTABLISHMENT WORK LS 14,000.0000 14,000.00 0.000 0 062 WOOD MULCH CY 46.0000 102,580.00 0.000 0 063 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.080 400 064 CONTROL AND NEUTRAL CONDUCTORS LS 15,000.0000 15,000.00 0.000 0 065 1" REMOTE CONTROL VALVE EA 425.0000 1,275.00 0.000 0 066 1 1/2" REMOTE CONTROL VALVE EA 525.0000 6,825.00 0.000 0 067 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65.0000 1,885.00 0.000 0 068 RISER SPRINKLER ASSEMBLY EA 30.0000 18,600.00 0.000 0 069 2" GATE VALVE EA 650.0000 650.00 0.000 0 070 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.8000 22,169.20 0.000 0 (F) LINE) 071 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.2000 8,257.20 0.000 0 (F) LINE) 072 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.3500 4,850.25 0.000 0 (F) (SUPPLY LINE) 073 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.5000 4,135.50 0.000 0 (F) (SUPPLY LINE) 074 2" PLASTIC PIPE (SCHEDULE 40) LF 5.2500 1,417.50 0.000 0 (F) (SUPPLY LINE) 075 2" PLASTIC PIPE (CLASS 315) LF 7.5000 22,890.00 0.000 0 (F) (SUPPLY LINE) 076 BALL VALVE EA 225.0000 1,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 03:59 PM ESTIMATE NO. 006 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 07/20/16 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 POLYETHYLENE PIPE CONDUIT 078 CLASS 3 AGGREGATE BASE (CY) CY 45.0000 306,450.00 3,600.000 162,000 079 LEAN CONCRETE BASE CY 145.0000 394,400.00 1,100.000 159,500 080 LEAN CONCRETE BASE RAPID SETTING CY 250.0000 217,500.00 0.000 0 081 HOT MIX ASPHALT (TYPE A) TON 70.0000 485,800.00 0.000 0 082 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 88.0000 73,040.00 0.000 0 083 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 0.000 0 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 260.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 8,200.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 860.00 0.000 0 088 TACK COAT TON 2,000.0000 2,000.00 0.000 0 089 JOINTED PLAIN CONCRETE PAVEMENT CY 300.0000 159,000.00 0.000 0 090 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 76,000.00 0.000 0 (RSC) 091 STEEL SOLDIER PILE (W 24 X 117) LF 80.0000 61,760.00 762.000 60,960 092 STEEL SOLDIER PILE (HP 12 X 84) LF 60.0000 16,440.00 256.000 15,360 093 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 0.000 0 PILE (SIGN FOUNDATION) 096 STRUCTURAL CONCRETE,WALL CAP CY 1,100.0000 40,700.00 29.000 31,900.00 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 12.000 18,000.00 15.500 23,250 (F) 099 MINOR CONCRETE (BACKFILL) CY 150.0000 1,800.00 0.000 0 (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 3,370.000 4,381.00 4,650.000 6,045 (F) 102 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 5.0000 39,895.00 0.000 0 (F) 103 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 7,979.00 0.000 0 (F) PROGRAM CAS145 PAGE 5 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 03:59 PM ESTIMATE NO. 006 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 07/20/16 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 105 ROADSIDE SIGN - TWO POST EA 450.0000 2,700.00 0.000 0 106 FURNISH LAMINATED PANEL SIGN SQFT 23.0000 1,541.00 0.000 0 (1"-TYPE A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 FURNISH LAMINATED PANEL SIGN SQFT 22.0000 5,940.00 0.000 0 (1"-TYPE B)FOR RETROREFLECTIVE SHEETING (TYPE XI) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,760.00 0.000 0 (0.063-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.5000 2,380.00 0.000 0 (0.080"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 351.00 0.000 0 (0.063"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 111 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 4,350.00 0.000 0 112 TIMBER LAGGING MFBM 3,500.0000 63,700.00 16.000 56,000 (F) 113 CLEAN AND PAINT STEEL SOLDIER PILING LS 65,000.0000 65,000.00 0.720 46,800.00 0.800 52,000 114 15" REINFORCED CONCRETE PIPE LF 175.0000 4,900.00 0.000 0 115 18" REINFORCED CONCRETE PIPE LF 175.0000 59,500.00 48.000 8,400.00 138.000 24,150 116 24" REINFORCED CONCRETE PIPE LF 200.0000 3,600.00 0.000 0 117 18" CONCRETE FLARED END SECTION EA 900.0000 4,500.00 0.000 0 118 ROCK SLOPE PROTECTION CY 270.0000 3,240.00 0.000 0 (F) (FACING, METHOD B) (CY) 119 CONCRETE (DITCH LINING) CY 800.0000 4,000.00 0.000 0 120 MINOR CONCRETE (GUTTER) (LF) LF 25.0000 6,700.00 255.000 6,375 121 DETECTABLE WARNING SURFACE SQFT 30.0000 15,300.00 0.000 0 122 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,000.0000 1,500.00 0.000 0 123 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 475.0000 128,250.00 30.000 14,250.00 30.000 14,250 AND DRIVEWAY) 124 MINOR CONCRETE (ISLAND PAVING) CY 575.0000 5,175.00 0.000 0 125 MINOR CONCRETE (CURB RAMP) CY 700.0000 16,100.00 0.000 0 126 PRE/POST CONSTRUCTION SURVEYS EA 400.0000 5,200.00 0.000 0 127 MISCELLANEOUS IRON AND STEEL LB 1.5000 9,759.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 03:59 PM ESTIMATE NO. 006 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 07/20/16 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 129 20' CHAIN LINK GATE (TYPE CL-6) EA 2,800.0000 2,800.00 0.000 0 130 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 31.0000 17,050.00 0.000 0 131 CABLE RAILING LF 19.0000 5,092.00 45.000 855.00 45.000 855 (F) 132 CONCRETE BARRIER (TYPE 736A) LF 100.0000 33,100.00 331.000 33,100.00 331.000 33,100 (F) 133 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 10,560.00 0.000 0 134 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,320.00 0.000 0 135 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,450.00 0.000 0 (BROKEN 12-3) 136 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 8,670.00 0.000 0 137 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,010.00 0.000 0 (BROKEN 17-7) 138 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,280.00 7.000 21 139 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.400 800 SYSTEM ELEMENTS DURING CONSTRUCTION 140 INTERCONNECTION CONDUIT AND CABLE (LS) LS 22,000.0000 22,000.00 0.130 2,860.00 0.130 2,860 141 ELECTRIC SERVICE (IRRIGATION) LS 6,500.0000 6,500.00 0.000 0 142 RAMP METERING SYSTEM LS 215,000.0000 215,000.00 0.105 22,575.00 0.105 22,575 143 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 225,000.0000 225,000.00 0.063 14,175.00 0.063 14,175 144 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 255,000.0000 255,000.00 0.097 24,735.00 0.097 24,735 145 MODIFY LIGHTING AND SIGN ILLUMINATION LS 185,000.0000 185,000.00 0.198 36,630.00 0.798 147,630 146 MODIFY COMMUNICATION SYSTEM LS 145,000.0000 145,000.00 0.083 12,035.00 0.083 12,035 147 SYSTEM TESTING AND DOCUMENTATION LS 5,000.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/25/16 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-3X7114 TIME 03:59 PM ESTIMATE NO. 006 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 07/20/16 R.E. NAME: SAMY, RAGY DATE OF THIS ESTIMATE 07/25/16 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 403,921.00 1,979,849.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 1,209.02 79,806.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 405,130.02 2,059,656.24 148 MOBILIZATION LS 490,000.0000 490,000.00 0.950 465,500 ORIGINAL CONTRACT AMOUNT 6,255,779.65 TOTAL WORK COMPLETED 405,130.02 2,525,156.24 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 405,130.02 2,525,156.24 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 02/21/17 116 2 0 0 39% 23% PROGRESS IS SATISFACTORY SAMY, RAGY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/16