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 12/24/24 EST. NO. 004 TIME 12:17 PM R.E. NAME: IQBAL AULAKH 10-1P7304 --------------------------------------------------------------------------- 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 0003 9,327.51 E.W. @ F.A.(+) 072424 N 003 0004 8,231.32 072524 N 004 0005 6,235.61 072624 N 005 0006 5,107.92 072924 N 006 0008 723.06 080924 N 008 0009 5,824.56 072324 N 230591 0010 11,021.71 072324 N 230592 46,471.69 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 46,471.69 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 12/24/24 EST. NO. 004 TIME 12:17 PM R.E. NAME: IQBAL AULAKH 10-1P7304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCT NON-PERFORM -10,000.00 003 B2GNOW NON-COMPL -10,000.00 004 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 12/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P7304 TIME 12:17 PM ESTIMATE NO. 004 BID OPENING 02/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 12/24/24 LOCATION PROGRESS ESTIMATE 10-VAR ----------------- MCCUEN CONSTRUCTION, INC. AMADOR AND EL DORADO COUNTIES AT VARIOUS 3269 SWETZER ROAD LOCATIONS LOOMIS CA 95650 FED. AID NO. N O N E BRIDGE REHABILITATION AND POLYESTER CONCRE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,240.0000 62,000.00 47.000 58,280 003 CONSTRUCTION AREA SIGNS LS 12,500.0000 12,500.00 0.900 11,250 004 TRAFFIC CONTROL SYSTEM LS 69,456.7000 69,456.70 0.900 62,511 005 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 387.5000 3,100.00 0.000 0 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 4,100.0000 4,100.00 1.000 4,100 007 JOB SITE MANAGEMENT LS 7,000.0000 7,000.00 0.560 3,920 008 WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750 009 TEMPORARY DRAINAGE INLET PROTECTION EA 90.0000 180.00 2.000 180 010 STREET SWEEPING LS 5,000.0000 5,000.00 0.560 2,800 011 TEMPORARY CONCRETE WASHOUT LS 1,500.0000 1,500.00 1.000 1,500 012 ASBESTOS COMPLIANCE PLAN LS 975.0000 975.00 1.000 975 013 ASBESTOS SURVEYING, SAMPLING AND LS 9,750.0000 9,750.00 1.000 9,750 ANALYSIS 014 HOT MIX ASPHALT (TYPE A) TON 1,591.0000 89,096.00 56.000 89,096 015 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 60.0000 6,000.00 0.000 0 016 TACK COAT TON 2,000.0000 2,000.00 1.000 2,000 017 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 1,000.00 100.000 1,000 018 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.6000 18,600.00 1,000.000 18,600 019 GRIND EXISTING BRIDGE DECK SQYD 6,340.0000 8,876.00 1.000 6,340 020 CLEAN EXPANSION JOINT LF 62.5100 8,876.42 140.000 8,751 021 SNOWPLOW DEFLECTOR EA 75.0000 750.00 0.000 0 022 JOINT SEAL (MR 1") LF 95.5000 13,561.00 140.000 13,370 PROGRAM CAS145 PAGE 2 DATE 12/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P7304 TIME 12:17 PM ESTIMATE NO. 004 BID OPENING 02/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 12/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PUBLIC SAFETY PLAN LS 3,500.0000 3,500.00 1.000 3,500 024 RAPID SETTING CONCRETE (PATCH) CF 74.0000 10,952.00 23.000 1,702 025 REPAIR SPALLED SURFACE AREA SQFT 56.0000 896.00 16.000 896 026 REMOVE UNSOUND CONCRETE CF 72.0000 10,656.00 23.000 1,656 027 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.6700 19,710.06 29,418.000 19,710 028 FURNISH POLYESTER CONCRETE OVERLAY CF 89.7100 263,926.82 2,592.800 232,600 029 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.0300 236,226.54 29,418.000 236,226 (F) 030 GALVANIC ANODES EA 29.3500 4,461.20 80.000 2,348 031 REMOVE PAVEMENT MARKER EA 15.0000 1,350.00 90.000 1,350 032 PAVEMENT MARKER (RETROREFLECTIVE) EA 25.0000 2,250.00 47.000 1,175 033 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 247.00 19.000 247 (0.063"-UNFRAMED) 034 ROADSIDE SIGN - ONE POST EA 500.0000 1,000.00 2.000 1,000 035 6" THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 1,890.00 302.000 2,114 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 036 6" THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 19,950.00 2,235.000 15,645 (ENHANCED WET NIGHT VISIBILITY) 037 REMOVE PAINTED TRAFFIC STRIPE LF 3.2500 13,455.00 7,820.250 25,415 038 6" RUMBLE STRIP (ASPHALT CONCRETE STA 4,900.0000 4,900.00 1.000 4,900 PAVEMENT) 039 12" RUMBLE STRIP (ASPHALT CONCRETE STA 4,900.0000 4,900.00 1.000 4,900 PAVEMENT) 040 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 24.5000 25,235.00 510.000 12,495 (WARRANTY) 041 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 12/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-1P7304 TIME 12:17 PM ESTIMATE NO. 004 BID OPENING 02/14/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/24 R.E. NAME: IQBAL AULAKH DATE OF THIS ESTIMATE 12/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 875,553.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 46,471.69 46,471.69 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 46,471.69 922,025.62 042 MOBILIZATION LS 99,066.0000 99,066.00 1.000 99,066 ORIGINAL CONTRACT AMOUNT 1,062,392.74 TOTAL WORK COMPLETED 46,471.69 1,021,091.62 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 36,471.69 1,001,091.62 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 04/10/24 50 06/03/24 06/03/24 03/15/25 50 2 0 0 90% 100% PROGRESS IS SATISFACTORY IQBAL AULAKH RESIDENT ENGINEER