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 09/16/24 EST. NO. 019 TIME 05:02 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 --------------------------------------------------------------------------- 001 0004 -246.97 A.C. @ U.P.(-) 091224 N 005 -246.97 TOTAL THIS ESTIMATE 128,485.07 TOTAL PREVIOUS ESTIMATE 128,238.10 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 09/16/24 EST. NO. 019 TIME 05:02 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 SUBMITTALS COC REC'D 6,000.00 013 REC MISS CEM-2404 10,000.00 014 REC MISS CEM2404/06 10,000.00 014 SOURC INS OH SIGNS -2,500.00 014 SOURC INS ON SIGNBOL -2,500.00 014 SOURC INSP ELE POLES -1,000.00 014 MISSING CEM2406&2404 -10,000.00 015 SOURCE INSP OH SIGNS -2,500.00 015 MISSING CEM 2410 -10,000.00 016 DBE NONCOMPLIANCE -25,424.14 017 HMARSTMISSING -30,000.00 017 SWPPP MISS 0624 -200,000.00 017 HMA RST MISS -20,000.00 018 RCD CEM 2406 10,000.00 018 RCD CEM 2406 10,000.00 018 SWPPP MISSING 0724 -225,000.00 018 DBE NONCOMPLIANCE -35,095.00 019 HMA FAIL L1S3 -60,000.00 019 SWPPP REC 0724 225,000.00 019 SWPPP REC 0624 200,000.00 019 329,905.00 -202,019.14 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 017 MISSING PAYROLLS -5,000.00 018 0.00 -10,000.00 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 329,905.00 -262,998.89 PROGRAM CAS145 PAGE 1 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 05:02 PM ESTIMATE NO. 019 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 09/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 09/16/24 LOCATION RERUN 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 17.000 12,750.00 329.000 246,750 004 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 0.020 800.00 0.852 34,080 007 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.839 545,350 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 500.0000 30,000.00 7.000 3,500.00 84.000 42,000 009 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 6,000.00 60.000 6,000 010 PORTABLE RADAR SPEED FEEDBACK SIGN EA 150.0000 12,000.00 8.000 1,200.00 140.000 21,000 SYSTEM DAY 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 0.839 25,170 012 TEMPORARY RAILING (TYPE K) LF 20.0000 238,000.00 12,100.000 242,000 013 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 1.000 10,000 SIGN SYSTEM 015 JOB SITE MANAGEMENT LS 75,000.0000 75,000.00 0.839 62,925 016 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 2.000 4,000 018 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 39.000 8,775 020 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 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 05:02 PM ESTIMATE NO. 019 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 09/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.839 20,975 024 TEMPORARY CONCRETE WASHOUT LS 7,500.0000 7,500.00 0.839 6,292 025 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 12,200.000 488,000 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 125.0000 24,250.00 194.000 24,250 (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 17,100.00 114.000 17,100 (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 39,300.00 393.000 39,300 (F) 036 ROCK BLANKET SQFT 30.0000 27,600.00 930.000 27,900 037 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 7,200.00 119.000 7,140 040 PLANT (GROUP U) EA 200.0000 2,400.00 0.000 0 041 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.839 29,365 042 PLANT ESTABLISHMENT WORK LS 45,000.0000 45,000.00 0.000 0 043 WOOD MULCH CY 56.0000 358,960.00 4,299.000 240,744 044 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 0.839 15,941 047 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 0.100 7,350.00 1.000 73,500 (ARMOR-CLAD) 049 1 1/2" REMOTE CONTROL VALVE EA 1,250.0000 18,750.00 5.500 6,875.00 13.500 16,875 PROGRAM CAS145 PAGE 3 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 05:02 PM ESTIMATE NO. 019 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 09/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,200.00 125.000 13,750.00 215.000 23,650 051 POP-UP SPRINKLER ASSEMBLY EA 100.0000 12,000.00 119.000 11,900 052 3" GATE VALVE EA 1,700.0000 1,700.00 0.000 0 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 22,470.00 435.000 3,045.00 3,025.000 21,175 (F) LINE) 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.5000 22,665.00 360.000 2,700.00 2,897.000 21,727 (F) LINE) 055 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.5000 14,348.00 438.000 3,723.00 1,688.000 14,348 (F) (SUPPLY LINE) 056 2" PLASTIC PIPE (CLASS 315) LF 10.0000 92,000.00 9,011.000 90,110 (F) (SUPPLY LINE) 057 3" PLASTIC PIPE (CLASS 315) LF 18.0000 32,040.00 1,780.000 32,040 (F) (SUPPLY LINE) 058 8" WELDED STEEL PIPE CONDUIT LF 330.0000 25,740.00 78.000 25,740 059 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 2,732.900 218,632 061 HOT MIX ASPHALT (TYPE A) TON 120.0000 645,600.00 5,839.480 700,737 062 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 4,380.00 776.000 4,656 063 PLACE HOT MIX ASPHALT SQYD 7.0000 609.00 0.000 0 (MISCELLANEOUS AREA) 064 TACK COAT TON 1.0000 7.00 5.320 5 065 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 15,855.00 4,482.000 15,687 066 JOINTED PLAIN CONCRETE PAVEMENT CY 500.0000 625,000.00 368.500 184,250 067 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 80.000 100,000 (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 1,386.000 1,039,500 (F) 074 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,750.0000 143,500.00 2.550 4,462.50 80.530 140,927 (F) 075 MINOR CONCRETE (BACKFILL) CY 500.0000 5,500.00 10.240 5,120 (F) 076 CONCRETE SURFACE TEXTURE SQFT 20.0000 421,740.00 21,087.000 421,740 (F) (RIPPED REINFORCING BAR) PROGRAM CAS145 PAGE 4 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 05:02 PM ESTIMATE NO. 019 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 09/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,206.000 14,412 (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 24,440.000 244,400 (F) 081 INSTALL SIGN STRUCTURE (TUBULAR) LB 3.0000 73,320.00 24,440.000 73,320 (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 60.400 12,080 (F) 085 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 100.0000 5,500.00 54.700 5,470 086 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 1,238.100 247,620 089 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 6.000 6,000 091 ABANDON CULVERT (LF) LF 100.0000 5,700.00 57.000 5,700.00 57.000 5,700 092 REMOVE CULVERT (LF) LF 50.0000 11,000.00 188.500 9,425 093 REMOVE INLET EA 750.0000 7,500.00 10.000 7,500 094 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 2.000 2,000 096 MINOR CONCRETE GUTTER (MODIFIED)(LF) LF 60.0000 231,300.00 3,855.000 231,300 097 MINOR CONCRETE (TEXTURED PAVING) CY 750.0000 50,250.00 2.000 1,500.00 70.480 52,860 098 MISCELLANEOUS IRON AND STEEL LB 8.0000 75,792.00 956.000 7,648.00 9,474.000 75,792 (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 7,310.00 934.000 3,969.50 1,843.000 7,832 103 REMOVE ROADSIDE SIGN EA 25.0000 175.00 7.000 175 PROGRAM CAS145 PAGE 5 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 05:02 PM ESTIMATE NO. 019 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 09/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 8,250.00 329.170 8,229 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 476.00 67.160 470.12 67.160 470 (0.063"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 576.00 64.000 576.00 64.000 576 (0.080"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 405.00 19.500 292.50 19.500 292 (0.063"-FRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,278.00 70.750 1,273.50 70.750 1,273 (0.080"-FRAMED) 111 ROADSIDE SIGN - ONE POST EA 350.0000 3,150.00 8.000 2,800.00 8.000 2,800 112 ROADSIDE SIGN - TWO POST EA 750.0000 2,250.00 3.000 2,250.00 3.000 2,250 113 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 250.0000 1,250.00 5.000 1,250.00 5.000 1,250 METHOD) 114 CABLE RAILING LF 20.0000 77,100.00 3,855.000 77,100 (F) 115 CONCRETE BARRIER (TYPE 60MD) LF 85.0000 327,675.00 1,105.500 93,967.50 3,855.000 327,675 116 CONCRETE BARRIER (TYPE 60MS) LF 450.0000 22,500.00 50.000 22,500.00 50.000 22,500 117 REMOVE GUARDRAIL LF 25.0000 2,250.00 87.500 2,187.50 87.500 2,187 118 REMOVE CONCRETE BARRIER LF 100.0000 5,000.00 50.000 5,000 119 THERMOPLASTIC PAVEMENT MARKING SQFT 7.7500 12,477.50 1,562.000 12,105.50 1,562.000 12,105 (ENHANCED WET NIGHT VISIBILITY) 120 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 4,500.00 1,971.000 4,434.75 1,971.000 4,434 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 121 PAINT TRAFFIC STRIPE (2-COAT) LF 0.5000 22,550.00 49,350.000 24,675 122 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 13,962.000 20,943.00 13,962.000 20,943 (ENHANCED WET NIGHT VISIBILITY) 124 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,240.00 2,058.000 4,116.00 2,058.000 4,116 (ENHANCED WET NIGHT VISIBILITY) 125 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,680.00 2,335.000 4,670.00 2,335.000 4,670 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 126 12" THERMOPLASTIC TRAFFIC STRIPE LF 4.2500 6,885.00 1,601.000 6,804.25 1,601.000 6,804 (ENHANCED WET NIGHT VISIBILITY) 127 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 34,200.00 14,379.000 14,379.00 27,357.000 27,357 128 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 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 05:02 PM ESTIMATE NO. 019 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 09/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 28,512.000 8,553 131 CONTRAST STRIPE THERMOPLASTIC LF 0.7500 3,802.50 6,210.000 4,657.50 6,210.000 4,657 132 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.2500 58,275.00 11,854.000 62,233.50 11,854.000 62,233 (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 0.118 1,888.00 0.765 12,240 135 MODIFYING LIGHTING SYSTEMS LS 200,000.0000 200,000.00 0.965 193,000 136 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 20,000.0000 20,000.00 0.372 7,440.00 0.372 7,440 137 MODIFYING RAMP METERING SYSTEMS LS 65,000.0000 65,000.00 0.083 5,395.00 0.970 63,050 138 MODIFYING TRAFFIC MONITORING STATIONS LS 65,000.0000 65,000.00 0.669 43,485.00 0.942 61,230 139 REMOVING TRAFFIC MONITORING STATIONS LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W1704 TIME 05:02 PM ESTIMATE NO. 019 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 09/20/24 R.E. NAME: MARK MENGONI DATE OF THIS ESTIMATE 09/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 399,091.62 12,521,450.89 ADJUSTMENT OF COMPENSATION -246.97 -15,281.44 EXTRA WORK 0.00 143,519.54 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 398,844.65 12,649,688.99 140 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 398,844.65 14,199,688.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 329,905.00 -262,998.89 TOTAL 728,749.65 13,936,690.10 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 01/17/25 334 67 0 0 93% 90% PROGRESS IS SATISFACTORY MARK MENGONI RESIDENT ENGINEER