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 08/22/24 EST. NO. 002 TIME 02:17 PM R.E. NAME: TROY SCHEIBER 10-1R5604 --------------------------------------------------------------------------- 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 08/22/24 EST. NO. 002 TIME 02:17 PM R.E. NAME: TROY SCHEIBER 10-1R5604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE REOPENLC7.23.24 -9,000.00 002 MISSING WPCP FORMS -20,000.00 002 NON-STATUS OF LCS -20,000.00 002 -49,000.00 -49,000.00 TOTAL DEDUCTIONS -49,000.00 -49,000.00 PROGRAM CAS145 PAGE 1 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1R5604 TIME 02:17 PM ESTIMATE NO. 002 BID OPENING 03/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 08/22/24 LOCATION PROGRESS ESTIMATE 10-VAR ----------------- Q&D CONSTRUCTION LLC CALAVERAS AND SAN JOAQUIN COUNTIES AT 1050 S. 21ST STREET VARIOUS LOCATIONS SPARKS NV 89431 FED. AID NO. N O N E INSTALL HIGH FRICTION SURFACE TREATMENT AN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.500 750.00 1.000 1,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,600.0000 72,000.00 22.000 35,200.00 27.000 43,200 003 CONSTRUCTION AREA SIGNS LS 16,700.0000 16,700.00 0.500 8,350 004 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.500 50,000.00 0.600 60,000 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 262.5000 1,050.00 2.000 525.00 2.000 525 006 PORTABLE RADAR SPEED FEEDBACK SIGN EA 19.0000 1,330.00 8.000 152.00 8.000 152 SYSTEM DAY 007 PORTABLE FLASHING BEACONS (EA) EA 700.0000 1,400.00 0.000 0 008 TEMPORARY BARRIER SYSTEM LF 75.0000 12,000.00 0.000 0 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,600.0000 3,600.00 0.500 1,800.00 0.600 2,160 010 TEMPORARY CRASH CUSHION MODULE EA 122.0000 1,708.00 0.000 0 011 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.500 5,000.00 0.600 6,000 012 WATER POLLUTION CONTROL PROGRAM LS 1,500.0000 1,500.00 0.500 750 013 TEMPORARY CONCRETE WASHOUT LS 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200 014 HIGH FRICTION SURFACE TREATMENT SQYD 38.0000 395,200.00 7,572.000 287,736.00 10,524.000 399,912 015 HOT MIX ASPHALT (TYPE A) TON 6,800.0000 21,760.00 0.000 0 016 TACK COAT TON 100.0000 10.00 0.000 0 017 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 390.0000 9,360.00 0.000 0 018 GRIND EXISTING BRIDGE DECK SQYD 37.0000 9,694.00 262.000 9,694.00 262.000 9,694 019 STRUCTURAL CONCRETE, BRIDGE (RSC) CY 12,650.0000 21,505.00 1.700 21,505.00 1.700 21,505 020 CLEAN EXPANSION JOINT LF 220.0000 8,800.00 0.000 0 021 JOINT SEAL (MR 2") LF 130.0000 5,200.00 0.000 0 022 BAR REINFORCING STEEL (BRIDGE) LB 10.5000 5,964.00 568.000 5,964.00 568.000 5,964 (F) PROGRAM CAS145 PAGE 2 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1R5604 TIME 02:17 PM ESTIMATE NO. 002 BID OPENING 03/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 08/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 RAPID SETTING CONCRETE (PATCH) CF 265.0000 4,770.00 6.000 1,590.00 6.000 1,590 024 REMOVE UNSOUND CONCRETE CF 235.0000 4,230.00 6.000 1,410.00 6.000 1,410 025 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2000 10,395.60 16,648.000 3,329.60 16,648.000 3,329 026 FURNISH POLYESTER CONCRETE OVERLAY CF 82.0000 232,388.00 671.000 55,022.00 671.000 55,022 027 PLACE POLYESTER CONCRETE OVERLAY SQFT 3.5000 99,204.00 9,800.000 34,300.00 9,800.000 34,300 (F) 028 HIGH FRICTION SURFACE TREATMENT (BRIDGE) SQYD 48.0000 126,048.00 1,694.000 81,312.00 1,694.000 81,312 029 BRIDGE REMOVAL (PORTION) LS 30,000.0000 30,000.00 0.000 0 030 PREPARE AND STAIN CONCRETE SQFT 333.3300 7,999.92 0.000 0 031 REMOVE PAVEMENT MARKER EA 18.0000 5,580.00 146.000 2,628.00 253.000 4,554 032 PAVEMENT MARKER (RETROREFLECTIVE) EA 26.0000 8,060.00 0.000 0 033 CONCRETE BARRIER (TYPE 25 MODIFIED) LF 2,700.0000 54,000.00 0.000 0 (F) 034 RECONSTRUCT STEEL COVER PLATE EA 4,000.0000 4,000.00 0.000 0 035 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 9,360.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 036 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 15,390.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 38,960.00 4,750.000 19,000.00 6,883.000 27,532 038 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 21.0000 36,960.00 0.000 0 (WARRANTY) 039 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 13,100.00 0.000 0 (WARRANTY) (BROKEN 36-12) 040 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 35,000.0000 35,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 08/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1R5604 TIME 02:17 PM ESTIMATE NO. 002 BID OPENING 03/07/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/24 R.E. NAME: TROY SCHEIBER DATE OF THIS ESTIMATE 08/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 618,117.60 769,961.60 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 618,117.60 769,961.60 041 MOBILIZATION LS 79,642.4800 79,642.48 0.250 19,910.62 1.000 79,642 ORIGINAL CONTRACT AMOUNT 1,516,569.00 TOTAL WORK COMPLETED 638,028.22 849,604.08 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -49,000.00 -49,000.00 TOTAL 589,028.22 800,604.08 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 06/18/24 45 07/08/24 07/08/24 09/16/24 27 5 0 0 60% 60% PROGRESS IS SATISFACTORY TROY SCHEIBER RESIDENT ENGINEER