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 03/20/20 EST. NO. 014 TIME 10:09 AM R.E. NAME: RUSSELL, STEVE 04-151614 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 5,000.00 A.C. @ L.S.(+) 030120 N 030220 007 0001 9,600.00 E.W. @ U.P (+) 030120 N 030220 14,600.00 TOTAL THIS ESTIMATE 205,105.76 TOTAL PREVIOUS ESTIMATE 219,705.76 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 03/20/20 EST. NO. 014 TIME 10:09 AM R.E. NAME: RUSSELL, STEVE 04-151614 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING -1,420.00 006 RESTAKE SURVEY -3,717.00 008 0.00 -5,137.00 TOTAL DEDUCTIONS 0.00 -5,137.00 PROGRAM CAS145 PAGE 1 DATE 03/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151614 TIME 10:09 AM ESTIMATE NO. 014 BID OPENING 11/27/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: RUSSELL, STEVE DATE OF THIS ESTIMATE 03/20/20 LOCATION PROGRESS ESTIMATE 04-MRN-101-0.0/9.0 ----------------- GHILOTTI CONSTRUCTION CO. IN MARIN COUNTY IN AND NEAR INC. SAUSALITO, MILL VALLEY, CORTE 2301 KERNER BLVD MADARA, AND LARKSPUR AND AT MARIN SAN RAFAEL CA 94901 CITY FROM NORTH OF THE GOLDEN GATE BRIDGE TO 0.3 MILE NORTH OF SIR FED. AID NO. B1NH-Q101(344)E INSTALL RAMP METERING AND TRAFFIC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,365.0000 3,365.00 1.000 3,365 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.750 1,500 003 TIME-RELATED OVERHEAD (LS) LS 140,000.0000 140,000.00 0.840 117,600 004 CONSTRUCTION AREA SIGNS LS 23,000.0000 23,000.00 0.700 16,100 005 TRAFFIC CONTROL SYSTEM LS 298,000.0000 298,000.00 0.900 268,200 006 TYPE III BARRICADE EA 125.0000 1,250.00 10.000 1,250 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 18.0000 1,674.00 93.000 1,674 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 4.8000 18,624.00 5,012.000 24,057 009 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 199.000 5,970 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 28,000.0000 28,000.00 0.900 25,200 011 TEMPORARY RAILING (TYPE K) LF 22.0000 74,360.00 3,900.000 85,800 012 TEMPORARY CRASH CUSHION MODULE EA 175.0000 12,600.00 123.000 21,525 013 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.900 13,500 014 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 24,500.00 2.000 1,000.00 29.000 14,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 5,600.00 17.000 3,400 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 2.0000 11,000.00 7,260.000 14,520 (BONDED FIBER MATRIX) 019 TEMPORARY COVER SQYD 5.0000 6,400.00 222.000 1,110 020 TEMPORARY CHECK DAM LF 20.0000 1,800.00 20.000 400 021 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 4,200.00 24.000 4,200 022 TEMPORARY FIBER ROLL LF 3.7500 20,475.00 2,550.000 9,562 PROGRAM CAS145 PAGE 2 DATE 03/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151614 TIME 10:09 AM ESTIMATE NO. 014 BID OPENING 11/27/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: RUSSELL, STEVE DATE OF THIS ESTIMATE 03/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 12.0000 2,640.00 200.000 2,400 024 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 3.000 10,500 025 STREET SWEEPING LS 15,800.0000 15,800.00 0.900 14,220 026 TEMPORARY CONCRETE WASHOUT LS 1,000.0000 1,000.00 1.000 1,000 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.0000 10,320.00 5,160.000 10,320 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.1000 244.00 1,780.000 178 029 TEMPORARY HIGH-VISIBILITY FENCE LF 6.0000 18,300.00 1,740.000 10,440 030 CLEARING AND GRUBBING (LS) LS 15,000.0000 15,000.00 1.000 15,000 031 ROADWAY EXCAVATION CY 100.0000 238,000.00 2,427.000 242,700 032 ROADWAY EXCAVATION (TYPE COM) CY 100.0000 3,500.00 35.000 3,500 033 ROADWAY EXCAVATION (TYPE R-1) CY 50.0000 70,000.00 1,400.000 70,000 034 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.0000 15,000.00 4,000.000 16,000 CLASS B1 035 ROADSIDE CLEARING LS 6,500.0000 6,500.00 1.000 6,500 036 SOIL AMENDMENT CY 500.0000 2,500.00 5.000 2,500 037 PACKET FERTILIZER EA 4.0000 660.00 165.000 660 038 PLANT (GROUP I) EA 100.0000 1,500.00 15.000 1,500 039 PLANT (GROUP B) EA 150.0000 6,000.00 40.000 6,000 040 PLANT (GROUP U) EA 325.0000 4,550.00 15.000 4,875 041 PLANT ESTABLISHMENT WORK LS 3,000.0000 3,000.00 0.100 300.00 0.400 1,200 042 WOOD MULCH CY 150.0000 1,800.00 12.000 1,800 043 FOLIAGE PROTECTOR EA 100.0000 1,500.00 15.000 1,500 044 FLOW SENSOR CABLE LS 1,500.0000 1,500.00 1.000 1,500 045 CONTROL AND NEUTRAL CONDUCTORS LS 1,500.0000 1,500.00 1.000 1,500 (ARMOR-CLAD) 046 3/4" REMOTE CONTROL VALVE EA 400.0000 800.00 2.000 800 047 1" REMOTE CONTROL VALVE EA 500.0000 500.00 1.000 500 048 1 1/2" REMOTE CONTROL VALVE EA 600.0000 600.00 1.000 600 049 1" WYE STRAINER ASSEMBLY EA 400.0000 400.00 1.000 400 PROGRAM CAS145 PAGE 3 DATE 03/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151614 TIME 10:09 AM ESTIMATE NO. 014 BID OPENING 11/27/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: RUSSELL, STEVE DATE OF THIS ESTIMATE 03/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 051 CERTIFY EXISTING BACKFLOW PREVENTERS LS 500.0000 500.00 1.000 500 052 1" BACKFLOW PREVENTER ASSEMBLY EA 3,500.0000 3,500.00 1.000 3,500 053 FLOW SENSOR EA 1,500.0000 1,500.00 1.130 1,695 054 TREE WELL SPRINKLER ASSEMBLY EA 60.0000 4,980.00 83.000 4,980 055 1 1/2" GATE VALVE EA 750.0000 750.00 1.000 750 056 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 15,700.00 3,354.000 16,770 (F) LINE) 057 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 264.00 204.000 1,224 (F) LINE) 058 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 3,290.00 630.000 4,410 (F) (SUPPLY LINE) 059 PRESSURE REGULATING VALVE EA 150.0000 150.00 1.000 150 060 QUICK COUPLING VALVE EA 200.0000 200.00 1.000 200 061 BALL VALVE EA 400.0000 400.00 1.000 400 062 PVC PIPE CONDUIT (SLEEVE) LF 30.0000 6,000.00 200.000 6,000 (F) 063 8" WELDED STEEL PIPE CONDUIT LF 300.0000 16,500.00 55.000 16,500 064 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 3.000 4,500 065 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 5,327.00 2,800.000 1,960 066 HYDROMULCH SQFT 0.0800 17,120.00 210,846.000 16,867 067 FIBER ROLLS LF 3.2000 15,840.00 5,273.000 16,873 068 HYDROSEED SQFT 0.0800 11,040.00 161,266.000 12,901 069 COMPOST (CY) CY 50.0000 11,000.00 304.000 15,200 070 INCORPORATE MATERIALS SQFT 0.1100 5,808.00 52,729.000 5,800 071 CLASS 2 AGGREGATE SUBBASE CY 65.0000 106,600.00 1,940.000 126,100 072 CLASS 2 AGGREGATE BASE (CY) CY 125.0000 168,750.00 1,550.000 193,750 073 LEAN CONCRETE BASE CY 300.0000 60,000.00 0.000 0 074 ASPHALTIC EMULSION (FOG SEAL COAT) TON 3,000.0000 2,700.00 1.000 3,000 075 HOT MIX ASPHALT (TYPE A) TON 150.0000 226,500.00 1,862.350 279,352 076 HOT MIX ASPHALT (LEVELING) TON 150.0000 144,000.00 1,242.700 186,405 PROGRAM CAS145 PAGE 4 DATE 03/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151614 TIME 10:09 AM ESTIMATE NO. 014 BID OPENING 11/27/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: RUSSELL, STEVE DATE OF THIS ESTIMATE 03/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 160.0000 321,600.00 2,132.660 341,225 078 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 4.0000 2,520.00 615.000 2,460 079 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 4,520.00 1,167.000 4,668 080 TACK COAT TON 2,265.0000 18,120.00 10.900 24,688 081 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 66,600.00 9,800.000 58,800 082 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,300.0000 57,500.00 25.000 57,500 PILE (SIGN FOUNDATION) 083 STRUCTURAL CONCRETE, DRAINAGE INLET CY 6,000.0000 141,600.00 30.420 182,520 (F) 084 FURNISH SIGN STRUCTURE (TRUSS) LB 6.0000 80,310.00 13,385.000 80,310 (F) 085 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 6,692.50 13,385.000 6,692 (F) 086 18" ALTERNATIVE PIPE CULVERT LF 225.0000 324,000.00 1,460.000 328,500 087 18" REINFORCED CONCRETE PIPE LF 425.0000 1,700.00 4.000 1,700 088 12" CORRUGATED STEEL PIPE (.064" THICK) LF 325.0000 2,600.00 8.000 2,600 089 36" CORRUGATED STEEL PIPE RISER LF 1,000.0000 4,000.00 4.000 4,000 (.109" THICK) 090 ALTERNATIVE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000 091 REMOVE CULVERT (LF) LF 60.0000 7,800.00 130.000 7,800 092 REMOVE INLET EA 2,000.0000 4,000.00 2.000 4,000 093 REMOVE HEADWALL EA 2,000.0000 4,000.00 2.000 4,000 094 ADJUST INLET EA 4,000.0000 4,000.00 1.000 4,000 095 MODIFY INLET TO MANHOLE EA 4,000.0000 4,000.00 1.000 4,000 096 ROCK SLOPE PROTECTION CY 500.0000 2,500.00 5.000 2,500 (60 LB, CLASS II, METHOD B) (CY) 097 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 240.00 16.000 240 098 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 132,000.00 100.000 120,000 CONSTRUCTION) 099 MINOR CONCRETE (BRUSHED CONCRETE) SQFT 45.0000 37,350.00 830.000 37,350 100 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 75.0000 23,250.00 310.000 23,250 101 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 75.0000 21,000.00 280.000 21,000 102 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 39,400.00 1,970.000 39,400 103 PRE/POST CONSTRUCTION SURVEYS EA 2,950.0000 8,850.00 3.000 8,850 PROGRAM CAS145 PAGE 5 DATE 03/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151614 TIME 10:09 AM ESTIMATE NO. 014 BID OPENING 11/27/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: RUSSELL, STEVE DATE OF THIS ESTIMATE 03/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 MISCELLANEOUS IRON AND STEEL LB 2.0000 15,724.00 7,862.000 15,724 (F) 105 WATER SERVICE CONNECTION (CITY) LS 6,000.0000 6,000.00 1.000 6,000 106 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 8,400.00 337.000 10,110 107 REMOVE PAVEMENT MARKER EA 5.0000 1,450.00 290.000 1,450 108 DELINEATOR (CLASS 1) EA 45.0000 2,205.00 49.000 2,205 109 GUARD RAILING DELINEATOR EA 25.0000 75.00 3.000 75 110 PAVEMENT MARKER (RETROREFLECTIVE) EA 8.0000 3,440.00 430.000 3,440 111 OBJECT MARKER (TYPE L-1) EA 50.0000 50.00 1.000 50 112 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 1,000.00 17.000 1,700 113 REMOVE ROADSIDE SIGN EA 100.0000 200.00 3.000 300 (STRAP AND SADDLE BRACKET METHOD) 114 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,250.00 150.000 2,250 (0.063"-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 5,100.00 340.000 5,100 (0.063" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 140.000 2,100 (0.080"-UNFRAMED) 117 FURNISH SINGLE SHEET ALMINUM SIGN SQFT 15.0000 750.00 50.000 750 (0.080" UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 180.00 12.000 180 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 375.00 25.000 375 (0.080" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 120 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.5000 2,730.00 420.000 2,730 121 ROADSIDE SIGN - ONE POST EA 265.0000 6,625.00 16.000 4,240 122 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 1.000 500 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 7,200.00 0.000 0 METHOD) 124 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 700.0000 10,500.00 0.000 0 125 MIDWEST GUARDRAIL SYSTEM LF 89.2000 8,920.00 75.000 6,690 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 132.0000 17,160.00 97.500 12,870 127 TRANSITION RAILING (TYPE WB-31) EA 5,600.0000 5,600.00 1.000 5,600 128 END CAP (TYPE TC) EA 125.0000 125.00 1.000 125 PROGRAM CAS145 PAGE 6 DATE 03/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151614 TIME 10:09 AM ESTIMATE NO. 014 BID OPENING 11/27/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: RUSSELL, STEVE DATE OF THIS ESTIMATE 03/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 1.000 3,500 130 REMOVE GUARDRAIL LF 9.0000 1,260.00 140.000 1,260 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 14,190.00 9,460.000 14,190 132 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 6,420.00 3,210.000 6,420 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.6500 954.00 360.000 954 (BROKEN 8-4) 134 THERMOPLASTIC PAVEMENT MARKING SQFT 15.0000 47,850.00 3,190.000 47,850 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 390.00 162.000 486 (BROKEN 6-1) 136 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 440.00 220.000 440 (BROKEN 12-3) 137 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 2,043.00 2,270.000 2,043 (BROKEN 17-7) 138 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 580.00 348.000 696 (BROKEN 18-12) 139 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 2,600.00 1,984.000 4,960 140 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 1,050.00 300.000 1,050 141 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.700 1,050 SYSTEM ELEMENTS DURING CONSTRUCTION 142 RAMP METERING SYSTEM LS 995,000.0000 995,000.00 0.100 99,500.00 0.700 696,500 143 CHANGEABLE MESSAGE SIGN SYSTEM LS 177,079.0000 177,079.00 0.800 141,663 144 MODIFYING EXISTING ELECTRICAL SYSTEM LS 356,421.0000 356,421.00 0.600 213,852 145 WATER METER CHARGES LS 10,000.0000 10,000.00 1.000 10,000 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 12 STATION IRRIGATION CONTROLLER EA 15,000.0000 15,000.00 1.120 16,800 (WALL MOUNTED) PROGRAM CAS145 PAGE 7 DATE 03/20/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-151614 TIME 10:09 AM ESTIMATE NO. 014 BID OPENING 11/27/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/20 R.E. NAME: RUSSELL, STEVE DATE OF THIS ESTIMATE 03/20/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 100,800.00 4,608,149.75 ADJUSTMENT OF COMPENSATION 5,000.00 5,000.00 EXTRA WORK 9,600.00 214,705.76 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 115,400.00 4,827,855.51 148 MOBILIZATION LS 510,000.0000 510,000.00 1.000 510,000 ORIGINAL CONTRACT AMOUNT 5,549,669.50 TOTAL WORK COMPLETED 115,400.00 5,337,855.51 MATERIALS ON HAND ON SITE 13,216.50 DEDUCTIONS 0.00 -5,137.00 TOTAL 115,400.00 5,345,935.01 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 01/09/19 140 04/22/19 04/15/19 04/01/20 117 116 0 0 89% 84% PROGRESS IS SATISFACTORY RUSSELL, STEVE RESIDENT ENGINEER PROGRAM CAS145 DATE 03/20/20