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 02/20/25 EST. NO. 004 TIME 07:57 PM R.E. NAME: ALEX BALCE 11-2N1704 --------------------------------------------------------------------------- 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 02/20/25 EST. NO. 004 TIME 07:57 PM R.E. NAME: ALEX BALCE 11-2N1704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1704 TIME 07:57 PM ESTIMATE NO. 004 BID OPENING 04/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: ALEX BALCE DATE OF THIS ESTIMATE 02/20/25 LOCATION RERUN PROGRESS ESTIMATE 11-SD-805-15.7/28.3 ----------------------- MYERS & SONS CONSTRUCTION, LLC SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM 45 MORRISON AVE LANDIS STREET OVERCROSSING TO SORRENTO SACRAMENTO CA 95838 VALLEY BOULEVARD UNDERCROSSING FED. AID NO. N O N E BRIDGE PRESERVATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN (EA) EA 5,000.0000 5,000.00 1.000 5,000 002 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 8,500.5000 552,532.50 12.000 102,006.00 42.000 357,021 VALUE FROM $1M TO $5M (<=100 WDAYS) 003 CONSTRUCTION AREA SIGNS (PORTABLE) EA 350.0000 24,500.00 60.000 21,000 004 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,650.0000 107,250.00 12.000 19,800.00 42.000 69,300 005 PORTABLE RADAR SPEED FEEDBACK SIGN DAY 140.0000 9,100.00 12.000 1,680.00 42.000 5,880 SYSTEM 006 TRAFFIC CONTROL SYSTEM (MULTILANE EA 4,050.0000 121,500.00 26.000 105,300 CONVENTIONAL HIGHWAY LANE CLOSURE) 007 TRAFFIC CONTROL SYSTEM (TWO LANE EA 4,000.0000 48,000.00 12.000 48,000 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 008 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 4,050.0000 60,750.00 1.000 4,050.00 6.000 24,300 EXPRESSWAYS MULTILANE CLOSURE) 009 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 2,150.0000 116,100.00 1.000 2,150.00 35.000 75,250 RAMP CLOSURE) 010 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 4,050.0000 40,500.00 0.000 0 CLOSURE) 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,397.0000 38,382.00 3.231 20,668.71 6.000 38,382 012 JOB SITE MANAGEMENT (DAY) DAY 105.0000 6,825.00 12.000 1,260.00 42.000 4,410 013 WATER POLLUTION CONTROL PROGRAM (EA) EA 2,000.0000 2,000.00 1.000 2,000 014 TEMPORARY CONCRETE WASHOUT (EA) EA 2,500.0000 2,500.00 1.000 2,500 015 ASBESTOS COMPLIANCE PLAN (EA) EA 10,000.0000 10,000.00 1.000 10,000 016 MANAGE SOLID WASTE GENERATED BY THE HR 500.0000 17,000.00 2.000 1,000.00 18.000 9,000 PUBLIC 017 ASBESTOS SURVEY AND SAMPLING (EA) EA 10,000.0000 10,000.00 1.000 10,000 018 ASPHALTIC EMULSION (FOG SEAL COAT) TON 25,000.0000 2,500.00 0.100 2,500.00 0.100 2,500 019 ASPHALTIC EMULSION (TACK COAT) TON 5,000.0000 500.00 0.100 500 020 HOT MIX ASPHALT (TYPE A) (>25,000 TON) TON 1,150.0000 20,700.00 52.000 59,800 021 HOT MIX ASPHALT (TYPE A) (FOR NIGHT TIME TON 1,150.0000 20,700.00 52.000 59,800 WORK 7:30 PM TO 6:00 AM ADD) 022 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 6,230.00 217.000 7,595 (DEPTH 0.15') PROGRAM CAS145 PAGE 2 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1704 TIME 07:57 PM ESTIMATE NO. 004 BID OPENING 04/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: ALEX BALCE DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 6,230.00 217.000 7,595 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 024 STRUCTURAL CONCRETE, BRIDGE (RSC) (CF) CF 324.9700 87,741.90 270.000 87,741 025 CLEAN EXPANSION JOINT LF 120.0200 33,365.56 278.000 33,365 026 JOINT SEAL (MR 1") LF 95.9700 20,537.58 226.000 21,689 027 JOINT SEAL (MR 2") LF 340.0000 21,760.00 64.000 21,760 028 BAR REINFORCING STEEL (BRIDGE) LB 4.0000 5,960.00 1,490.000 5,960 029 PUBLIC SAFETY PLAN (EA) EA 4,250.2500 34,002.00 8.000 34,002 030 RAPID SETTING CONCRETE (PATCH) CF 205.0100 42,232.06 50.000 10,250 031 REMOVE UNSOUND CONCRETE CF 189.9700 39,133.82 50.000 9,498 032 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 117,817.50 235,635.000 117,817 033 FURNISH POLYESTER CONCRETE OVERLAY CF 106.0200 243,527.94 2,697.300 285,967 034 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.7500 164,443.50 29,984.000 202,392 035 TREAT BRIDGE DECK SQFT 0.6000 123,390.60 205,651.000 123,390 036 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 90.0100 231,595.73 2,573.000 231,595 037 BRIDGE REMOVAL (PORTION) (CF) CF 700.0100 151,202.16 216.000 151,202 038 PAVEMENT MARKER (RETROREFLECTIVE) EA 15.0000 4,200.00 359.000 5,385.00 359.000 5,385 039 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 12.0000 9,960.00 476.500 5,718.00 476.500 5,718 WET NIGHT VISIBILITY) 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 2,090.00 672.000 3,696 041 CONTRAST STRIPE PAINT (2-COAT) LF 1.9800 1,049.40 0.000 0 042 REMOVE TRAFFIC STRIPE LF 2.0000 42,000.00 22,349.000 44,698 043 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 17.5500 308,880.00 16,608.000 291,470.40 16,608.000 291,470 (WARRANTY) 044 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.1000 16,116.00 3,222.000 16,432.20 3,222.000 16,432 (WARRANTY) (BROKEN 17-7) 045 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.9500 16,632.00 3,371.000 16,686.45 3,371.000 16,686 (WARRANTY) (BROKEN 36-12) 046 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 22.0000 10,340.00 286.000 6,292.00 286.000 6,292 (WARRANTY) PROGRAM CAS145 PAGE 3 DATE 02/20/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2N1704 TIME 07:57 PM ESTIMATE NO. 004 BID OPENING 04/16/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/25 R.E. NAME: ALEX BALCE DATE OF THIS ESTIMATE 02/20/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 497,098.76 2,652,144.47 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 497,098.76 2,652,144.47 047 MOBILIZATION LS 234,312.9300 234,312.93 1.000 234,312 ORIGINAL CONTRACT AMOUNT 3,191,090.18 TOTAL WORK COMPLETED 497,098.76 2,886,457.40 MATERIALS ON HAND ON SITE -11,365.00 0.00 DEDUCTIONS 0.00 0.00 TOTAL 485,733.76 2,886,457.40 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 08/13/24 65 10/25/24 10/25/24 03/26/25 42 35 0 0 85% 65% PROGRESS IS SATISFACTORY IN AGREEMENT TO OVERRIDE ALEX BALCE RESIDENT ENGINEER