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 11/27/17 EST. NO. 019 TIME 04:47 PM R.E. NAME: SANDOVAL, MARTIN 07-255104 --------------------------------------------------------------------------- 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 11/27/17 EST. NO. 019 TIME 04:47 PM R.E. NAME: SANDOVAL, MARTIN 07-255104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-255104 TIME 04:47 PM ESTIMATE NO. 019 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/17 LOCATION PROGRESS ESTIMATE 07-LA-60-R23.8/R24.5 ----------------- POWELL CONSTRUCTORS, INC. LA COUNTY, IN DIMOND BAR AND 8555 BANANA AVENUE INDUSTRY AT GRAND AVENUE/SR 57/60 FONTANA CA 92335 IC FED. AID NO. N O N E CONTRUCT ON-RAMPS *PHASE 1 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250 003 TIME-RELATED OVERHEAD (WDAY) WDAY 950.0000 351,500.00 20.000 19,000.00 300.000 285,000 004 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.700 7,700 005 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.490 36,750 006 FLASHING ARROW SIGN EA 2,500.0000 2,500.00 1.000 2,500 007 TYPE III BARRICADE EA 100.0000 1,500.00 11.000 1,100 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.4000 3,168.00 585.000 2,574 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 11,400.00 15,370.000 15,370 010 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 6,300.00 145.000 4,350 011 TEMPORARY PAVEMENT MARKER EA 10.0000 970.00 144.000 1,440 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 5,000.0000 10,000.00 2.000 10,000 013 TEMPORARY RAILING (TYPE K) LF 15.0000 48,300.00 2,920.000 43,800 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 3,500.00 14.000 3,500 015 JOB SITE MANAGEMENT LS 30,000.0000 30,000.00 0.550 16,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.700 1,400 PLAN 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 1,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.9000 711.00 0.000 0 020 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 2,392.50 1,067.000 800 (BONDED FIBER MATRIX) 021 TEMPORARY COVER SQYD 2.2000 1,232.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 270.0000 3,780.00 14.000 3,780 PROGRAM CAS145 PAGE 2 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-255104 TIME 04:47 PM ESTIMATE NO. 019 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 2.5000 1,675.00 800.000 2,000 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,400.0000 3,400.00 1.000 3,400 025 STREET SWEEPING LS 7,000.0000 7,000.00 0.490 3,430 026 TEMPORARY CONCRETE WASHOUT LS 12,500.0000 12,500.00 0.490 6,125 027 TEMPORARY FENCE (TYPE ESA) LF 4.0000 3,560.00 850.000 3,400 028 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 2.0000 4,040.00 1,718.000 3,436 (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.3000 258.00 0.000 0 030 REMOVE CHAIN LINK FENCE LF 8.0000 17,040.00 2,301.000 18,408 031 REMOVE GUARDRAIL LF 8.0000 512.00 64.000 512 032 REMOVE PAINTED TRAFFIC STRIPE LF 0.5000 5,550.00 4,056.000 2,028 033 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 1,800.00 211.000 844 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,500.00 2,855.000 2,855 035 REMOVE PAVEMENT MARKER EA 1.0000 470.00 451.000 451 036 REMOVE ROADSIDE SIGN EA 50.0000 350.00 1.000 50 037 REMOVE PIPE (LF) LF 40.0000 15,200.00 357.100 14,284 038 REMOVE INLET EA 700.0000 4,200.00 4.000 2,800 039 REMOVE MANHOLE EA 900.0000 900.00 1.000 900 040 REMOVE RETAINING WALL (LF) LF 100.0000 45,000.00 358.000 35,800 041 REMOVE RETAINING WALL (PORTION) (LF) LF 50.0000 15,500.00 310.000 15,500 042 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 30.0000 67,200.00 1,609.470 48,284 043 RELOCATE ROADSIDE SIGN EA 300.0000 900.00 1.000 300 044 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 16.0000 6,240.00 0.000 0 045 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 10.0000 1,600.00 0.000 0 046 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 250.0000 4,500.00 18.000 4,500 047 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 15,440.00 3,392.300 13,569 048 REMOVE CONCRETE BARRIER LF 25.0000 42,750.00 1,702.000 42,550 049 REFINISH BRIDGE DECK SQFT 14.0000 12,880.00 1,150.000 16,100 PROGRAM CAS145 PAGE 3 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-255104 TIME 04:47 PM ESTIMATE NO. 019 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLEARING AND GRUBBING (LS) LS 12,000.0000 12,000.00 1.000 12,000 051 ROADWAY EXCAVATION CY 75.0000 223,500.00 2,948.160 221,112 052 ROADWAY EXCAVATION (TYPE Z-3) CY 240.0000 15,360.00 63.890 15,333 (AERIALLY DEPOSITED LEAD) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 41,000.00 238.000 11,900 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) CY 90.0000 72,990.00 322.000 28,980 (F) 055 PERVIOUS BACKFILL MATERIAL CY 115.0000 4,715.00 41.000 4,715 (F) 056 DITCH EXCAVATION (BIOSWALE) CY 70.0000 2,310.00 0.000 0 057 IMPORTED BORROW (CY) CY 10.0000 131,000.00 3,000.000 30,000 058 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.5000 15,260.00 0.000 0 CLASS B3 059 ROCK BLANKET SQFT 10.0000 22,100.00 0.000 0 060 CONTROL AND NEUTRAL CONDUCTORS LS 1,000.0000 1,000.00 0.000 0 061 1" REMOTE CONTROL VALVE EA 600.0000 600.00 0.000 0 062 SOLAR POWERED IRRIGATION CONTROLLER EA 4,500.0000 4,500.00 0.000 0 063 1" BACKFLOW PREVENTER ASSEMBLY EA 3,000.0000 3,000.00 0.000 0 064 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 65.0000 390.00 0.000 0 065 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 750.00 0.000 0 (F) LINE) 066 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.5000 4,510.00 0.000 0 (F) LINE) 067 PRESSURE REGULATING VALVE EA 600.0000 600.00 0.000 0 068 BALL VALVE EA 450.0000 450.00 0.000 0 069 12" CORRUGATED HIGH DENSITY LF 50.0000 2,750.00 0.000 0 POLYETHYLENE PIPE CONDUIT 070 FIBER ROLLS LF 2.0000 1,340.00 0.000 0 071 HYDROSEED SQFT 0.1000 4,060.00 0.000 0 072 CLASS 3 AGGREGATE BASE (CY) CY 55.0000 167,200.00 1,264.880 69,568 073 LEAN CONCRETE BASE CY 150.0000 229,500.00 627.130 94,069 074 LEAN CONCRETE BASE RAPID SETTING CY 350.0000 66,500.00 0.000 0 075 HOT MIX ASPHALT (TYPE A) TON 76.0000 102,600.00 136.210 10,351 076 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 93.0000 68,820.00 99.460 9,249 PROGRAM CAS145 PAGE 4 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-255104 TIME 04:47 PM ESTIMATE NO. 019 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 5.0000 3,550.00 0.000 0 (PAVING FABRIC) 078 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 5.0000 700.00 0.000 0 079 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 1,050.00 0.000 0 080 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 2,300.00 0.000 0 081 PLACE HOT MIX ASPHALT SQYD 60.0000 1,800.00 0.000 0 (MISCELLANEOUS AREA) 082 TACK COAT TON 1,000.0000 4,000.00 0.000 0 083 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 305,000.00 1,250.150 312,537 084 JOINTED PLAIN CONCRETE PAVEMENT CY 415.0000 157,700.00 0.000 0 (RSC) 085 JOINT SEAL (ASPHALT RUBBER) LF 4.5000 28,485.00 0.000 0 086 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 10.0000 16,800.00 0.000 0 087 ISOLATION JOINT SEAL (PREFORMED LF 12.0000 504.00 0.000 0 COMPRESSION) 088 GRIND EXISTING CONCRETE SQYD 20.0000 11,000.00 541.000 10,820 PAVEMENT 089 MECHANICALLY STABILIZED EMBANKMENT SQFT 55.0000 471,350.00 2,154.000 118,470 (F) 090 FURNISH STEEL PILING (HP 10 X 42) LF 24.0000 53,784.00 1,818.000 43,632 091 DRIVE STEEL PILE (HP 10 X 42) EA 1,450.0000 59,450.00 0.000 0 092 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 121,600.00 174.000 66,120 (F) 093 STRUCTURAL CONCRETE, BARRIER SLAB CY 500.0000 127,000.00 0.000 0 (F) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 48,400.00 17.050 37,510 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0500 55,792.80 24,980.000 26,229 (F) 096 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 624.00 0.000 0 (0.063"-UNFRAMED) 097 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 490.00 0.000 0 (0.080"-UNFRAMED) 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 500.00 0.000 0 (0.063"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 099 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 352.00 0.000 0 (0.08"-UNFRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 1,008.00 0.000 0 (0.08"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 101 METAL (BARRIER MOUNTED SIGN) LB 15.0000 630.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-255104 TIME 04:47 PM ESTIMATE NO. 019 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 102 ROADSIDE SIGN - ONE POST EA 320.0000 2,880.00 0.000 0 103 ROADSIDE SIGN - TWO POST EA 425.0000 425.00 0.000 0 104 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 720.00 0.000 0 METHOD) 105 INSTALL SIGN OVERLAY SQFT 100.0000 7,800.00 0.000 0 106 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 1,200.00 0.000 0 107 18" ALTERNATIVE PIPE CULVERT LF 80.0000 31,200.00 480.900 38,472 108 24" ALTERNATIVE PIPE CULVERT LF 90.0000 36,900.00 288.100 25,929 109 36" ALTERNATIVE PIPE CULVERT LF 400.0000 5,600.00 13.900 5,560 110 3" PLASTIC PIPE (EDGE DRAIN) LF 12.0000 19,800.00 1,630.000 19,560 111 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 20.0000 4,400.00 20.000 400 112 18" CORRUGATED STEEL PIPE RISER LF 500.0000 4,500.00 0.000 0 (.168" THICK) 113 24" ALTERNATIVE FLARED END SECTION EA 500.0000 500.00 0.000 0 114 ROCK SLOPE PROTECTION CY 150.0000 2,400.00 0.000 0 (F) (FACING, METHOD B) (CY) 115 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 405.00 0.000 0 116 MINOR CONCRETE (CURB) (CY) CY 750.0000 15,000.00 0.000 0 117 MINOR CONCRETE (SIDEWALK) CY 380.0000 4,940.00 0.000 0 118 MINOR CONCRETE (CURB RAMP) CY 1,100.0000 4,400.00 0.000 0 119 PRE/POST CONSTRUCTION SURVEYS EA 1,500.0000 3,000.00 0.000 0 120 MISCELLANEOUS IRON AND STEEL LB 1.5000 9,640.50 243.000 364 (F) 121 CHAIN LINK FENCE (TYPE CL-6) LF 13.0000 26,520.00 0.000 0 122 3' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 2,400.00 0.000 0 123 8' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 1,500.00 0.000 0 124 OBJECT MARKER EA 50.0000 50.00 0.000 0 125 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 22.0000 14,960.00 0.000 0 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 65.0000 28,600.00 0.000 0 127 TUBULAR HANDRAILING (MODIFIED) LF 65.0000 5,070.00 0.000 0 (F) 128 TRANSITION RAILING (TYPE WB-31) EA 3,800.0000 3,800.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-255104 TIME 04:47 PM ESTIMATE NO. 019 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 1,300.00 0.000 0 130 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,950.0000 5,900.00 0.000 0 131 CONCRETE BARRIER (TYPE 60C) LF 100.0000 174,000.00 1,366.000 136,600 132 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 95.0000 7,410.00 0.000 0 (F) 133 CONCRETE BARRIER (TYPE 736A) LF 105.0000 25,200.00 240.000 25,200 (F) 134 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 95.0000 48,165.00 0.000 0 (F) 135 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 3,997.00 0.000 0 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,300.00 0.000 0 137 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,000.00 0.000 0 138 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3500 3,605.00 0.000 0 139 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,410.00 0.000 0 140 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,400.00 0.000 0 141 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000 SYSTEM ELEMENTS DURING CONSTRUCTION 142 MODIFY RAMP METERING SYSTEM LS 20,000.0000 20,000.00 0.600 12,000 143 RAMP METERING SYSTEM LS 75,000.0000 75,000.00 0.000 0 144 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 70,000.0000 70,000.00 0.190 13,300 145 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 0.320 32,000 146 MODIFY LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 0.000 0 147 MODIFY COMMUNICATION SYSTEM LS 105,000.0000 105,000.00 0.443 46,515 148 SYSTEM TESTING AND DOCUMENTATION LS 5,000.0000 5,000.00 0.000 0 149 WATER METER CHARGES LS 8,000.0000 8,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-255104 TIME 04:47 PM ESTIMATE NO. 019 BID OPENING 10/29/15 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/17 R.E. NAME: SANDOVAL, MARTIN DATE OF THIS ESTIMATE 11/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 19,000.00 2,163,839.79 ADJUSTMENT OF COMPENSATION 0.00 94,765.24 EXTRA WORK 0.00 33,614.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 19,000.00 2,292,219.73 150 MOBILIZATION LS 400,000.0000 400,000.00 0.950 380,000 ORIGINAL CONTRACT AMOUNT 4,924,190.80 TOTAL WORK COMPLETED 19,000.00 2,672,219.73 MATERIALS ON HAND ON SITE 71,073.02 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 19,000.00 2,743,292.75 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 01/25/16 370 03/08/16 00/00/00 06/30/18 300 117 0 0 51% 81% PROGRESS UNSATISFACTORY *** SUSPENDED ON 06/30/17. SANDOVAL, MARTIN RESIDENT ENGINEER PROGRAM CAS145 DATE 11/27/17