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 05/21/24 EST. NO. 006 TIME 08:32 AM R.E. NAME: STELLHORN, RANDY 03-2G7404 --------------------------------------------------------------------------- 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 05/21/24 EST. NO. 006 TIME 08:32 AM R.E. NAME: STELLHORN, RANDY 03-2G7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LETTER 3/24 -3,000.00 005 DEDUCT LETTER 5/24 -3,000.00 006 -3,000.00 -6,000.00 TOTAL DEDUCTIONS -3,000.00 -6,000.00 PROGRAM CAS145 PAGE 1 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G7404 TIME 08:32 AM ESTIMATE NO. 006 BID OPENING 03/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: STELLHORN, RANDY DATE OF THIS ESTIMATE 05/21/24 LOCATION RERUN PROGRESS ESTIMATE 03-NEV-80-16.3/21.2 ----------------------- Q & D CONSTRUCTION LLC NEVADA COUNTY IN TRUCKEE FROM 0.8 MILE 1050 S. 21ST STREET EAST OF BRIDGE STREET UNDERCROSSING TO 0.1 SPARKS NV 89431 MILE EAST OF TRUCKEE RIVER BRIDGE FED. AID NO. N O N E GRIND EXIST CONC PVMT AND FURNISH & PLACE ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,500 002 TIME-RELATED OVERHEAD (LS) LS 110,000.0000 110,000.00 0.150 16,500.00 1.000 110,000 003 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 8,000.00 4.000 8,000.00 4.000 8,000 MEETING 004 HOURLY OFF-SITE HR 200.0000 2,000.00 10.000 2,000.00 10.000 2,000 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 005 CONSTRUCTION AREA SIGNS LS 6,625.0000 6,625.00 0.850 5,631 006 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.850 212,500 007 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 1,500.0000 30,000.00 3.000 4,500.00 20.000 30,000 008 PLASTIC TRAFFIC DRUMS EA 67.5000 35,100.00 520.000 35,100.00 520.000 35,100 009 PORTABLE RADAR SPEED FEEDBACK SIGN EA 65.0000 7,150.00 33.000 2,145.00 110.000 7,150 SYSTEM DAY 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 8,000.0000 8,000.00 0.850 6,800 011 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.850 12,750 012 PREPARE WATER POLLUTION CONTROL PROGRAM LS 4,000.0000 4,000.00 0.250 1,000.00 1.000 4,000 013 TEMPORARY CHECK DAM LF 16.0000 7,040.00 440.000 7,040.00 440.000 7,040 014 TEMPORARY DRAINAGE INLET PROTECTION EA 85.0000 2,805.00 33.000 2,805.00 33.000 2,805 015 TREATED WOOD WASTE LB 3.0000 1,800.00 0.000 0 016 FURNISH POLYESTER CONCRETE INLAY CF 85.0000 1,547,000.00 4,234.970 359,972.45 18,200.000 1,547,000 017 PLACE POLYESTER CONCRETE INLAY SQFT 1.5000 271,656.00 9,215.480 13,823.22 181,104.000 271,656 (F) 018 REPLACE JOINT SEAL (ASPHALT RUBBER) LF 3.0000 351,000.00 9,622.000 28,866.00 117,000.000 351,000 019 GROOVE EXISTING CONCRETE PAVEMENT SQYD 2.3000 143,520.00 1,826.000 4,199.80 62,400.000 143,520 020 GRIND EXISTING CONCRETE PAVEMENT SQYD 11.0000 1,628,000.00 14,575.000 160,325.00 148,000.000 1,628,000 021 REMOVE ROADSIDE SIGN EA 425.0000 2,550.00 0.000 0 022 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 32.5000 6,500.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G7404 TIME 08:32 AM ESTIMATE NO. 006 BID OPENING 03/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: STELLHORN, RANDY DATE OF THIS ESTIMATE 05/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.2500 650.00 0.000 0 (0.063"-UNFRAMED) 024 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.5000 2,750.00 0.000 0 (0.080"-FRAMED) 025 ROADSIDE SIGN - ONE POST EA 525.0000 1,050.00 0.000 0 026 ROADSIDE SIGN - TWO POST EA 850.0000 1,700.00 0.000 0 027 INSTALL ROADSIDE SIGN (LAMINATED WOOD EA 2,672.0000 5,344.00 0.000 0 BOX POST) 028 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 2,520.0000 10,080.00 0.000 0 029 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 0.9500 45,315.00 51,391.000 48,821 030 8" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.5000 525.00 115.000 172.50 350.000 525 031 TWO-COMPONENT PAINT PAVEMENT MARKING SQFT 15.0000 12,900.00 379.000 5,685.00 860.000 12,900 032 12" RUMBLE STRIP (CONCRETE PAVEMENT) STA 63.0000 28,350.00 450.000 28,350.00 450.000 28,350 033 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.5500 1,550.00 568.000 880.40 1,000.000 1,550 (RECESSED, BROKEN 17-7) 034 6" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.5500 37,355.00 26,601.000 41,231 (RECESSED, BROKEN 36-12) 035 12" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 3.7500 9,075.00 377.000 1,413.75 2,420.000 9,075 036 MODIFYING ROADSIDE WEATHER INFORMATION LS 101,800.0000 101,800.00 0.000 0 SYSTEM 037 MODIFYING AUTOMATIC VEHICLE LS 127,000.0000 127,000.00 0.000 0 CLASSIFICATION SYSTEM PROGRAM CAS145 PAGE 3 DATE 05/21/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2G7404 TIME 08:32 AM ESTIMATE NO. 006 BID OPENING 03/22/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/24 R.E. NAME: STELLHORN, RANDY DATE OF THIS ESTIMATE 05/21/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 682,778.12 4,528,905.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 12,908.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 682,778.12 4,541,813.78 038 MOBILIZATION LS 465,310.0000 465,310.00 1.000 465,310 ORIGINAL CONTRACT AMOUNT 5,290,000.00 TOTAL WORK COMPLETED 682,778.12 5,007,123.78 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -6,000.00 TOTAL 679,778.12 5,001,123.78 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 06/29/23 110 08/21/23 08/21/23 05/28/24 75 110 0 0 96% 68% PROGRESS IS SATISFACTORY STELLHORN, RANDY RESIDENT ENGINEER