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 09/29/23 EST. NO. 002 TIME 12:58 PM R.E. NAME: DAVID ABLEDU 10-1N5504 --------------------------------------------------------------------------- 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 09/29/23 EST. NO. 002 TIME 12:58 PM R.E. NAME: DAVID ABLEDU 10-1N5504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/29/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5504 TIME 12:58 PM ESTIMATE NO. 002 BID OPENING 04/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/29/23 LOCATION PROGRESS ESTIMATE 10-SJ-5-R13.0 ----------------- 10-SJ-5-R13.9 MYERS & SONS CONSTRUCTION, LLC SAN JOAQUIN COUNTY NEAR LATHROP AT 45 MORRISON AVE PARADISE CUT BRIDGE AND AT PARADISE CUT SACRAMENTO CA 95838 OVERFLOW BRIDGE FED. AID NO. N O N E REPLACE JOINT SEALS AND PLACE POLYESTER CO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,836.0000 1,836.00 1.000 1,836 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,800.0000 225,000.00 17.000 30,600.00 32.000 57,600 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 2,000.00 0.000 0 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 16,912.5000 16,912.50 0.700 11,838 006 TRAFFIC CONTROL SYSTEM LS 171,677.4300 171,677.43 0.140 24,034.84 0.260 44,636 007 TRAFFIC CONTROL SUPERVISOR DAY 1,159.7000 139,164.00 17.000 19,714.90 32.000 37,110 008 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 361.4700 43,376.40 17.000 6,144.99 32.000 11,567 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 96.9800 11,637.60 17.000 1,648.66 32.000 3,103 SYSTEM DAY 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 11,414.9500 11,414.95 0.170 1,940.54 0.290 3,310 011 TEMPORARY AUTOMATED END OF QUEUE WARNING EA 652.5800 58,732.20 24.000 15,661.92 24.000 15,661 SYSTEM (TYPE 1) DAY 012 END OF QUEUE MONITORING AND WARNING WITH EA 594.5300 53,507.70 24.000 14,268.72 24.000 14,268 TRUCK MOUNTED CHANGEABLE MESSAGE SIGN DAY 013 JOB SITE MANAGEMENT LS 1,543.2100 1,543.21 0.140 216.05 0.260 401 014 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,189.0600 1,189.06 0.200 237.81 0.700 832 015 STREET SWEEPING LS 1,850.0000 1,850.00 0.200 370.00 0.450 832 016 TEMPORARY CONCRETE WASHOUT LS 4,892.9600 4,892.96 0.250 1,223.24 0.250 1,223 017 ASBESTOS COMPLIANCE PLAN LS 2,972.6400 2,972.64 1.000 2,972 018 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 6.1200 9,547.20 1,560.000 9,547 STRIPE (HAZARDOUS WASTE) 019 ASBESTOS SURVEYING, SAMPLING AND LS 11,890.5700 11,890.57 1.000 11,890.57 1.000 11,890 ANALYSIS 020 SHOULDER BACKING TON 464.6000 11,150.40 0.000 0 021 HOT MIX ASPHALT (TYPE A) TON 420.1600 168,064.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/29/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5504 TIME 12:58 PM ESTIMATE NO. 002 BID OPENING 04/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/29/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 022 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 27.2700 8,726.40 0.000 0 023 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 30.3000 7,272.00 0.000 0 024 TACK COAT TON 2,020.0000 2,020.00 0.000 0 025 REMOVE ASPHALT CONCRETE DIKE LF 10.1000 5,656.00 0.000 0 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 23.2300 65,973.20 0.000 0 027 GRIND EXISTING BRIDGE DECK SQYD 11.8000 29,700.60 2,517.000 29,700 028 AGGREGATE BASE (APPROACH SLAB) CY 523.2400 11,511.28 4.500 2,354.58 4.500 2,354 029 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 2,000.0000 434,000.00 17.000 34,000.00 17.000 34,000 R) 030 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 6,743.5166 4,046.11 0.000 0 031 PAVING NOTCH EXTENSION CF 293.4400 35,652.96 12.000 3,521.28 12.000 3,521 032 CLEAN EXPANSION JOINT LF 37.3100 48,316.45 0.000 0 033 JOINT SEAL (MR 1") LF 87.3300 114,227.64 0.000 0 034 JOINT SEAL (MR 2") LF 122.4500 19,347.10 0.000 0 035 RAPID SETTING CONCRETE (PATCH) CF 100.2300 121,278.30 114.000 11,426.22 114.000 11,426 036 REMOVE ASPHALT CONCRETE SURFACING SQFT 0.7300 22,221.20 30,440.000 22,221 037 REMOVE UNSOUND CONCRETE CF 126.1000 152,581.00 114.000 14,375.40 114.000 14,375 038 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3000 28,821.90 0.000 0 039 FURNISH POLYESTER CONCRETE OVERLAY CF 83.0000 784,018.00 0.000 0 040 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.3800 228,653.74 0.000 0 (F) 041 BRIDGE REMOVAL (PORTION), LOCATION A LS 5,155.9700 5,155.97 0.000 0 042 BRIDGE REMOVAL (PORTION), LOCATION B LS 9,451.9800 9,451.98 0.000 0 043 REPLACE ACCESS DOOR EA 8,839.3000 8,839.30 0.000 0 044 PAINT BRIDGE IDENTIFICATION EA 499.4400 998.88 0.000 0 045 GALVANIC ANODES EA 54.2100 17,889.30 192.000 10,408.32 192.000 10,408 046 REMOVE PAVEMENT MARKER EA 2.0400 550.80 270.000 550 047 PAVEMENT MARKER (RETROREFLECTIVE) EA 18.3600 4,957.20 0.000 0 048 CONCRETE BARRIER (PORTION) LF 1,000.0000 4,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/29/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5504 TIME 12:58 PM ESTIMATE NO. 002 BID OPENING 04/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/29/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 RECONSTRUCT METAL RAILING (BRIDGE) LF 750.0000 15,000.00 0.000 0 050 6" THERMOPLASTIC TRAFFIC STRIPE LF 8.1600 7,344.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 051 6" THERMOPLASTIC TRAFFIC STRIPE LF 8.1600 4,896.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 052 8" THERMOPLASTIC TRAFFIC STRIPE LF 8.1600 2,448.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 053 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.5700 10,852.80 3,040.000 10,852 054 12" RUMBLE STRIP (ASPHALT CONCRETE STA 1,196.9700 7,181.82 0.000 0 PAVEMENT) 055 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 8.1600 10,281.60 0.000 0 (WARRANTY) (BROKEN 12-3) 056 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 14.2800 35,985.60 0.000 0 (WARRANTY) 057 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 5.6100 21,205.80 0.000 0 (WARRANTY) (BROKEN 36-12) 058 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.250 750.00 0.250 750 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 09/29/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1N5504 TIME 12:58 PM ESTIMATE NO. 002 BID OPENING 04/20/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/23 R.E. NAME: DAVID ABLEDU DATE OF THIS ESTIMATE 09/29/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 204,788.04 368,793.58 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 204,788.04 368,793.58 059 MOBILIZATION LS 359,998.2500 359,998.25 0.250 89,999.56 0.750 269,998 ORIGINAL CONTRACT AMOUNT 3,604,420.00 TOTAL WORK COMPLETED 294,787.60 638,792.27 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 294,787.60 638,792.27 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 06/08/23 125 08/01/23 08/01/23 02/02/24 32 0 0 0 18% 26% PROGRESS IS SATISFACTORY DAVID ABLEDU RESIDENT ENGINEER