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 02/23/24 EST. NO. 012 TIME 01:35 PM R.E. NAME: MARK MENGONI 06-0W1704 --------------------------------------------------------------------------- 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 02/23/24 EST. NO. 012 TIME 01:35 PM R.E. NAME: MARK MENGONI 06-0W1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS CPM JUN-SEP 23 -50,000.00 008 MISS PROFILE GRIND -15,000.00 008 MISSING CEM-2406 -10,000.00 008 CPM UD RCVD 50,000.00 010 RECD CEM-2406 EST 16 10,000.00 010 SAFETY QUESTAIR MISS -13,000.00 010 SUBTLS AND COCS MISS -22,500.00 010 MISS CEM 2404 & 2406 -10,000.00 011 SAFETY SURVEY REC'D 13,000.00 011 SUBTLS & COCS REC'D 8,500.00 011 MISSING CEM-2404 -10,000.00 012 -10,000.00 -49,000.00 OVERBID ITEMS OVERBID ITEM NO. 140 -25,489.87 002 OVERBID ITEM NO. 140 -12,744.94 003 OVERBID ITEM NO. 140 -10,195.95 006 OVERBID ITEM NO. 140 -2,548.99 010 0.00 -50,979.75 TOTAL DEDUCTIONS -10,000.00 -99,979.75 PROGRAM CAS145 PAGE 1 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 01:35 PM ESTIMATE NO. 012 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/23/24 LOCATION PROGRESS ESTIMATE 06-FRE-41-R27.4/R28.5 ----------------- RNR CONSTRUCTION, INC. IN FRESNO FROM NORTHBOUND ON-RAMP 8589 THYS COURT; FROM ASHLAN AVE TO NORTHBOUND SACRAMENTO CA 95828 OFF-RAMP TO SHAW AVE FED. AID NO. ACNH-P041(602)E CONSTRUCT AUXILIARY LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 25,000.0000 25,000.00 0.750 18,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 277,500.00 10.000 7,500.00 213.000 159,750 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.008 320.00 0.533 21,320 007 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.027 17,550.00 0.576 374,400 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 500.0000 30,000.00 60.000 30,000 009 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 6,000.00 50.000 5,000 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 150.0000 12,000.00 111.000 16,650 SYSTEM DAY 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.027 810.00 0.576 17,280 012 TEMPORARY RAILING (TYPE K) LF 20.0000 238,000.00 10,860.000 217,200 013 TEMPORARY CRASH CUSHION MODULE EA 375.0000 25,125.00 74.000 27,750 014 TEMPORARY RADAR SPEED FEEDBACK EA 10,000.0000 30,000.00 0.000 0 SIGN SYSTEM 015 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.027 2,025.00 0.576 43,200 016 PREPARE STORM WATER POLLUTION PREVENTION LS 1,500.0000 1,500.00 0.500 750 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 12,915.00 0.000 0 (BONDED FIBER MATRIX) 019 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 17,550.00 37.000 8,325 020 TEMPORARY FIBER ROLL LF 4.0000 16,400.00 3,747.000 14,988 021 TEMPORARY SILT FENCE LF 5.5000 7,040.00 0.000 0 022 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 30,000.00 2.000 15,000 PROGRAM CAS145 PAGE 2 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 01:35 PM ESTIMATE NO. 012 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 25,000.0000 25,000.00 0.027 675.00 0.576 14,400 024 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.027 202.50 0.576 4,320 025 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.7500 6,682.50 2,218.000 6,099 STRIPE (HAZARDOUS WASTE) 026 TREATED WOOD WASTE LB 1.0000 2,670.00 1,700.000 1,700 027 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 27,950.00 4,331.000 21,655 028 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 029 ROADWAY EXCAVATION CY 40.0000 488,000.00 11,900.000 476,000 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 125.0000 24,250.00 0.000 0 (F) 031 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 25.0000 72,350.00 2,894.000 72,350 (F) 032 STRUCTURE EXCAVATION (GROUND ANCHOR CY 100.0000 9,500.00 95.000 9,500 (F) WALL) 033 STRUCTURE BACKFILL (RETAINING WALL) CY 150.0000 17,100.00 0.000 0 (F) 034 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 500.0000 4,500.00 9.000 4,500 (F) 035 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 100.0000 39,300.00 75.000 7,500.00 314.000 31,400 (F) 036 ROCK BLANKET SQFT 30.0000 27,600.00 0.000 0 037 SOIL AMENDMENT CY 227.0000 1,362.00 0.000 0 038 PACKET FERTILIZER EA 0.1500 63.00 0.000 0 039 PLANT (GROUP B) EA 60.0000 7,200.00 0.000 0 040 PLANT (GROUP U) EA 200.0000 2,400.00 0.000 0 041 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.027 945.00 0.576 20,160 042 PLANT ESTABLISHMENT WORK LS 45,000.0000 45,000.00 0.000 0 043 WOOD MULCH CY 56.0000 358,960.00 0.000 0 044 ROOT PROTECTOR EA 60.0000 720.00 0.000 0 045 CHECK AND TEST EXISTING IRRIGATION LS 4,000.0000 4,000.00 1.000 4,000 FACILITIES 046 OPERATE EXISTING IRRIGATION FACILITIES LS 19,000.0000 19,000.00 0.027 513.00 0.576 10,944 047 REMOVE IRRIGATION FACILITY LS 3,500.0000 3,500.00 0.400 1,400 048 CONTROL AND NEUTRAL CONDUCTORS LS 73,500.0000 73,500.00 0.000 0 (ARMOR-CLAD) 049 1 1/2" REMOTE CONTROL VALVE EA 1,250.0000 18,750.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 01:35 PM ESTIMATE NO. 012 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 110.0000 24,200.00 0.000 0 051 POP-UP SPRINKLER ASSEMBLY EA 100.0000 12,000.00 0.000 0 052 3" GATE VALVE EA 1,700.0000 1,700.00 0.000 0 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 22,470.00 0.000 0 (F) LINE) 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 22,665.00 0.000 0 (F) LINE) 055 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 14,348.00 0.000 0 (F) (SUPPLY LINE) 056 2" PLASTIC PIPE (CLASS 315) LF 10.0000 92,000.00 0.000 0 (F) (SUPPLY LINE) 057 3" PLASTIC PIPE (CLASS 315) LF 18.0000 32,040.00 0.000 0 (F) (SUPPLY LINE) 058 8" WELDED STEEL PIPE CONDUIT LF 330.0000 25,740.00 0.000 0 059 BONDED FIBER MATRIX (SQFT) SQFT 0.2000 16,620.00 0.000 0 060 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 227,200.00 1,364.000 109,120 061 HOT MIX ASPHALT (TYPE A) TON 120.0000 645,600.00 2,463.310 295,597 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 4,380.00 479.000 2,874 063 PLACE HOT MIX ASPHALT SQYD 7.0000 609.00 0.000 0 (MISCELLANEOUS AREA) 064 TACK COAT TON 1.0000 7.00 4.200 4 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 15,855.00 0.000 0 066 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 625,000.00 0.000 0 067 GRIND EXISTING CONCRETE SQYD 10.0000 33,800.00 3,240.000 32,400 PAVEMENT 068 GROUND ANCHOR (SUBHORIZONTAL) EA 5,000.0000 150,000.00 30.000 150,000 069 SOIL NAIL LF 55.0000 1,762,365.00 32,043.000 1,762,365 070 60" CAST-IN-DRILLED-HOLE CONCRETE LF 3,500.0000 315,000.00 90.000 315,000 PILE (SIGN FOUNDATION) 071 STRUCTURAL CONCRETE, RETAINING WALL CY 1,250.0000 100,000.00 28.500 35,625.00 28.500 35,625 (F) 072 STRUCTURAL CONCRETE, SOUND WALL CY 350.0000 72,800.00 208.000 72,800 (F) 073 STRUCTURAL CONCRETE, WALL FACING CY 750.0000 1,039,500.00 85.500 64,125.00 1,172.000 879,000 (F) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,750.0000 143,500.00 3.780 6,615.00 45.890 80,307 (F) 075 MINOR CONCRETE (BACKFILL) CY 500.0000 5,500.00 0.160 80.00 10.160 5,080 (F) 076 CONCRETE SURFACE TEXTURE SQFT 20.0000 421,740.00 1,441.000 28,820.00 18,457.000 369,140 (F) (RIPPED REINFORCING BAR) PROGRAM CAS145 PAGE 4 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 01:35 PM ESTIMATE NO. 012 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BAR REINFORCING STEEL (WALL FACING) LB 1.5000 177,603.00 118,402.000 177,603 (F) 078 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 14,412.00 6,781.000 13,562.00 6,781.000 13,562 (F) 079 STRUCTURAL SHOTCRETE CY 2,750.0000 1,372,250.00 499.000 1,372,250 (F) 080 FURNISH SIGN STRUCTURE (TUBULAR) LB 10.0000 244,400.00 0.000 0 (F) 081 INSTALL SIGN STRUCTURE (TUBULAR) LB 3.0000 73,320.00 0.000 0 (F) 082 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 5,000.00 1.000 5,000 083 SOUND WALL (MASONRY BLOCK) SQFT 60.0000 702,000.00 11,700.000 702,000 (F) 084 CONCRETE BACKFILL (PIPE TRENCH) CY 200.0000 12,200.00 22.350 4,470.00 49.950 9,990 (F) 085 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 100.0000 5,500.00 41.800 4,180 086 18" REINFORCED CONCRETE PIPE LF 2,000.0000 184,000.00 92.000 184,000 (TRENCHLESS INSTALLATION) 087 24" REINFORCED CONCRETE PIPE LF 250.0000 22,000.00 84.000 21,000 088 18" REINFORCED CONCRETE PIPE (CLASS V) LF 200.0000 248,000.00 240.000 48,000.00 584.100 116,820 089 18" WELDED STEEL PIPE (.134" THICK) LF 400.0000 48,000.00 117.800 47,120 090 PIPE DOME (RETAINING WALL DRAIN) EA 1,000.0000 6,000.00 0.000 0 091 ABANDON CULVERT (LF) LF 100.0000 5,700.00 0.000 0 092 REMOVE CULVERT (LF) LF 50.0000 11,000.00 15.500 775.00 188.500 9,425 093 REMOVE INLET EA 750.0000 7,500.00 9.000 6,750 094 REMOVE SLOPE PAVING (SQYD) SQYD 100.0000 6,600.00 66.000 6,600 095 SLOPE PAVING (CONCRETE) CY 1,000.0000 2,000.00 0.000 0 096 MINOR CONCRETE GUTTER (MODIFIED)(LF) LF 60.0000 231,300.00 1,282.500 76,950.00 1,282.500 76,950 097 MINOR CONCRETE (TEXTURED PAVING) CY 750.0000 50,250.00 0.000 0 098 MISCELLANEOUS IRON AND STEEL LB 8.0000 75,792.00 1,673.000 13,384 (F) 099 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 9,700.00 970.000 9,700 100 REMOVE CHAIN LINK FENCE LF 10.0000 9,700.00 970.000 9,700 101 REMOVE PAVEMENT MARKER EA 1.1000 1,364.00 945.000 1,039 102 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.2500 7,310.00 909.000 3,863 103 REMOVE ROADSIDE SIGN EA 25.0000 175.00 7.000 175 PROGRAM CAS145 PAGE 5 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 01:35 PM ESTIMATE NO. 012 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ROADSIDE SIGN EA 20.0000 60.00 3.000 60 (STRAP AND SADDLE BRACKET METHOD) 105 RELOCATE ROADSIDE SIGN EA 250.0000 250.00 0.000 0 106 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 8,250.00 0.000 0 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 476.00 0.000 0 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 576.00 0.000 0 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 405.00 0.000 0 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,278.00 0.000 0 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 350.0000 3,150.00 0.000 0 112 ROADSIDE SIGN - TWO POST EA 750.0000 2,250.00 0.000 0 113 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 1,250.00 0.000 0 METHOD) 114 CABLE RAILING LF 20.0000 77,100.00 0.000 0 (F) 115 CONCRETE BARRIER (TYPE 60MD) LF 85.0000 327,675.00 0.000 0 116 CONCRETE BARRIER (TYPE 60MS) LF 450.0000 22,500.00 0.000 0 117 REMOVE GUARDRAIL LF 25.0000 2,250.00 0.000 0 118 REMOVE CONCRETE BARRIER LF 100.0000 5,000.00 50.000 5,000 119 THERMOPLASTIC PAVEMENT MARKING SQFT 7.7500 12,477.50 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 120 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 4,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 121 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 22,550.00 48,398.000 24,199 122 PAINT PAVEMENT MARKING (2-COAT) SQFT 5.5000 1,155.00 210.000 1,155 123 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 20,100.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 125 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,680.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 126 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.2500 6,885.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 127 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 34,200.00 12,978.000 12,978 128 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 9,625.00 5,728.000 7,160 129 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.2500 2,070.00 523.000 1,176 PROGRAM CAS145 PAGE 6 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 01:35 PM ESTIMATE NO. 012 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CONTRAST STRIPE PAINT (2-COAT) LF 0.3000 8,070.00 27,560.000 8,268 131 CONTRAST STRIPE THERMOPLASTIC LF 0.7500 3,802.50 0.000 0 132 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.2500 58,275.00 0.000 0 (WARRANTY) (BROKEN 36-12) 133 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 134 ELECTRIC SERVICE FOR BOOSTER PUMP LS 16,000.0000 16,000.00 0.096 1,536 135 MODIFYING LIGHTING SYSTEMS LS 200,000.0000 200,000.00 0.313 62,600 136 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 20,000.0000 20,000.00 0.000 0 137 MODIFYING RAMP METERING SYSTEMS LS 65,000.0000 65,000.00 0.000 0 138 MODIFYING TRAFFIC MONITORING STATIONS LS 65,000.0000 65,000.00 0.000 0 139 REMOVING TRAFFIC MONITORING STATIONS LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/23/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 01:35 PM ESTIMATE NO. 012 BID OPENING 10/20/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 02/23/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 317,062.50 8,827,848.90 ADJUSTMENT OF COMPENSATION 0.00 -13,318.21 EXTRA WORK 0.00 40,676.44 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 317,062.50 8,855,207.13 140 MOBILIZATION LS 1,550,000.0000 1,550,000.00 1.000 1,550,000 ORIGINAL CONTRACT AMOUNT 14,990,202.50 TOTAL WORK COMPLETED 317,062.50 10,405,207.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -99,979.75 TOTAL 307,062.50 10,305,227.38 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 140 MOBILIZATION 1,499,020.25 1,550,000.00 50,979.75 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 12/21/22 370 02/14/23 02/14/23 10/01/24 213 38 0 0 69% 58% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER