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 09/19/23 EST. NO. 002 TIME 04:27 PM R.E. NAME: TROY SCHEIBER 10-1P4804 --------------------------------------------------------------------------- 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 0001 2,651.96 E.W. @ F.A.(+) 080223 N 1 0 2,651.96 TOTAL THIS ESTIMATE 6,952.40 TOTAL PREVIOUS ESTIMATE 9,604.36 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 09/19/23 EST. NO. 002 TIME 04:27 PM R.E. NAME: TROY SCHEIBER 10-1P4804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P4804 TIME 04:27 PM ESTIMATE NO. 002 BID OPENING 02/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 09/19/23 LOCATION PROGRESS ESTIMATE 10-SJ-26-17.8/20.5 ----------------- 10-CAL-26-R0.0/3.1 GEORGE REED, INC. SAN JOAQUIN AND CALAVERAS COUNTIES NEAR 140 EMPIRE AVE LINDEN FROM 1.0 MILE WEST OF SANDSTONE MODESTO CA 95354 CREEK TO 0.1 MILE EAST OF SAVAGE WAY FED. AID NO. N O N E COLD PLANE EXISTING ASPHALT PAVEMENT AND R ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 750.0000 33,750.00 22.000 16,500.00 32.000 24,000 003 CONSTRUCTION AREA SIGNS LS 3,500.0000 3,500.00 0.750 2,625 004 TRAFFIC CONTROL SYSTEM LS 333,000.0000 333,000.00 0.480 159,840.00 0.700 233,100 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 250.0000 2,000.00 0.000 0 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 15,000.0000 15,000.00 0.480 7,200.00 0.700 10,500 007 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.480 4,800.00 0.700 7,000 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.200 130.00 0.700 455 009 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 1,750.00 2.000 500.00 7.000 1,750 010 STREET SWEEPING LS 75,000.0000 75,000.00 0.480 36,000.00 0.700 52,500 011 SHOULDER BACKING TON 10.0000 19,000.00 1,024.000 10,240.00 1,024.000 10,240 012 REPLACE ASPHALT CONCRETE SURFACING CY 300.0000 495,000.00 38.000 11,400.00 1,198.000 359,400 013 HOT MIX ASPHALT (TYPE A) (CONTROL TON 110.0000 57,200.00 520.000 57,200 SECTION) 014 HOT MIX ASPHALT (TYPE A) (TYPE A FIBERS) TON 128.0000 70,400.00 578.000 73,984.00 578.000 73,984 015 HOT MIX ASPHALT (TYPE A) (TYPE B FIBERS) TON 117.0000 57,330.00 463.000 54,171.00 463.000 54,171 016 HOT MIX ASPHALT (TYPE A) TON 110.0000 1,386,000.00 1,632.000 179,520.00 9,632.000 1,059,520 017 DATA CORE LS 2,500.0000 2,500.00 1.000 2,500.00 1.000 2,500 018 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.5000 67.50 98.000 245.00 98.000 245 019 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.5000 14,675.00 4,949.000 12,372.50 4,949.000 12,372 020 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.5000 550.00 176.000 440.00 176.000 440 021 TACK COAT TON 175.0000 15,750.00 3.360 588.00 60.360 10,563 022 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 6,100.00 5,248.000 5,248.00 5,248.000 5,248 PROGRAM CAS145 PAGE 2 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P4804 TIME 04:27 PM ESTIMATE NO. 002 BID OPENING 02/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.4000 190,400.00 43,083.000 60,316.20 130,083.000 182,116 024 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 9,300.00 0.000 0 025 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6000 1,245.00 0.000 0 (0.063"-UNFRAMED) 026 ROADSIDE SIGN - ONE POST EA 325.0000 2,600.00 0.000 0 027 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 6.0000 5,160.00 0.000 0 WET NIGHT VISIBILITY) 028 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 695.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 029 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 9,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 030 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 122,400.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 031 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,980.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 032 6" RUMBLE STRIP (ASPHALT CONCRETE STA 70.0000 18,900.00 236.000 16,520.00 236.000 16,520 PAVEMENT) 033 12" RUMBLE STRIP (ASPHALT CONCRETE STA 80.0000 11,200.00 125.000 10,000.00 125.000 10,000 PAVEMENT) 034 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.500 1,250.00 0.500 1,250 SYSTEM ELEMENTS DURING CONSTRUCTION 035 MODIFYING TRAFFIC MONITORING STATIONS LS 61,300.0000 61,300.00 0.250 15,325.00 0.750 45,975 PROGRAM CAS145 PAGE 3 DATE 09/19/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P4804 TIME 04:27 PM ESTIMATE NO. 002 BID OPENING 02/22/23 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: TROY SCHEIBER DATE OF THIS ESTIMATE 09/19/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 679,089.70 2,234,674.70 ADJUSTMENT OF COMPENSATION 0.00 6,952.40 EXTRA WORK 2,651.96 2,651.96 SUBTOTAL AMOUNT EARNED 681,741.66 2,244,279.06 ORIGINAL CONTRACT AMOUNT 3,038,202.50 TOTAL WORK COMPLETED 681,741.66 2,244,279.06 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 681,741.66 2,244,279.06 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 04/25/23 45 07/24/23 07/24/23 10/10/23 32 10 0 0 76% 71% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER