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 10/24/25 EST. NO. 001 TIME 07:55 AM R.E. NAME: THOMPSON, BRIAN 03-3G5204 --------------------------------------------------------------------------- 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 10/24/25 EST. NO. 001 TIME 07:55 AM R.E. NAME: THOMPSON, BRIAN 03-3G5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G5204 TIME 07:55 AM ESTIMATE NO. 001 BID OPENING 05/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: THOMPSON, BRIAN DATE OF THIS ESTIMATE 10/24/25 LOCATION PROGRESS ESTIMATE 03-ED-49-23.6/25.2 ----------------- LAMASSU UTILITY SERVICES, INC. EL DORADO COUNTY NEAR COLOMA AT VARIOUS 3193 ENTERPRISE COURT LOCATIONS FROM 0.4 MILE SOUTH OF SOUTH LOOMIS CA 95650 FORK AMERICAN RIVER BRIDGE TO 0.1 MILE NORTH OF DEL ORO LANE FED. AID NO. N O N E CIPP AND RCP. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,647.0600 1,647.06 1.000 1,647.06 1.000 1,647 002 TIME-RELATED OVERHEAD (WDAY) WDAY 158.7300 5,555.55 2.000 317.46 2.000 317 003 CONSTRUCTION AREA SIGNS LS 10,252.9400 10,252.94 0.500 5,126.47 0.500 5,126 004 TRAFFIC CONTROL SYSTEM LS 79,058.8200 79,058.82 0.050 3,952.94 0.050 3,952 005 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,000.0000 6,000.00 0.050 300.00 0.050 300 006 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 8.4000 588.00 4.000 33.60 4.000 33 007 JOB SITE MANAGEMENT LS 4,529.4100 4,529.41 0.000 0 008 WATER POLLUTION CONTROL PROGRAM LS 1,411.7600 1,411.76 1.000 1,411.76 1.000 1,411 009 TEMPORARY CHECK DAM LF 26.8000 1,500.80 0.000 0 010 TEMPORARY DRAINAGE INLET PROTECTION EA 235.2900 941.16 0.000 0 011 TEMPORARY GRAVEL BAG BERM LF 76.4700 1,911.75 0.000 0 012 TEMPORARY CONCRETE WASHOUT LS 882.3500 882.35 0.000 0 013 TREATED WOOD WASTE LB 2.9400 882.00 0.000 0 014 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 12,352.9400 12,352.94 0.250 3,088.24 0.250 3,088 015 CLEARING AND GRUBBING (LS) LS 4,174.5400 4,174.54 0.000 0 016 ROADWAY EXCAVATION CY 1,546.1296 4,174.55 0.000 0 017 DRY SEED (SQFT) SQFT 1.4400 2,664.00 0.000 0 018 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 2.3800 4,403.00 0.000 0 019 FIBER ROLLS LF 17.9300 1,255.10 0.000 0 020 CLASS 2 AGGREGATE BASE (CY) CY 460.6200 5,527.44 0.000 0 021 HOT MIX ASPHALT (TYPE A) TON 1,144.4200 20,599.56 0.000 0 022 TACK COAT TON 5,882.4000 588.24 0.000 0 PROGRAM CAS145 PAGE 2 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G5204 TIME 07:55 AM ESTIMATE NO. 001 BID OPENING 05/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: THOMPSON, BRIAN DATE OF THIS ESTIMATE 10/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 276.4100 8,292.30 0.000 0 024 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,633.2000 11,266.40 0.000 0 (F) 025 STRESS REDUCING SLAB CY 1,005.6900 10,056.90 0.000 0 026 24" REINFORCED CONCRETE PIPE LF 161.6700 15,843.66 0.000 0 027 18" CORRUGATED STEEL PIPE (.109" THICK) LF 170.0200 7,310.86 0.000 0 028 18" STEEL FLARED END SECTION EA 2,882.1400 2,882.14 0.000 0 029 24" STEEL FLARED END SECTION EA 2,976.2600 2,976.26 0.000 0 030 42" STEEL FLARED END SECTION EA 5,939.2500 5,939.25 0.000 0 031 36" PRECAST CONCRETE PIPE INLET LF 3,363.3700 13,453.48 0.000 0 032 GROUT JOINTS LF 376.1500 1,880.75 0.000 0 033 REMOVE CULVERT (LF) LF 108.7900 16,318.50 0.000 0 034 REMOVE INLET EA 4,174.5400 4,174.54 0.000 0 035 REMOVE DRAINAGE JUNCTION STRUCTURE EA 3,984.8000 3,984.80 0.000 0 036 REMOVE FLARED END SECTION (EA) EA 1,391.5100 4,174.53 0.000 0 037 CLEANING, INSPECTING, AND PREPARING LF 26.4600 18,786.60 710.000 18,786.60 710.000 18,786 CULVERT (LF) 038 18" CURED-IN-PLACE PIPELINER LF 278.4300 122,509.20 0.000 0 039 24" CURED-IN-PLACE PIPELINER LF 408.9600 57,254.40 0.000 0 040 42" CURED-IN-PLACE PIPELINER LF 752.6300 112,894.50 0.000 0 041 MISCELLANEOUS IRON AND STEEL LB 3.8200 2,528.84 0.000 0 (F) 042 RECONSTRUCT FENCE LF 323.4000 4,851.00 0.000 0 043 MARKER (CULVERT) EA 141.1800 2,400.06 0.000 0 044 REMOVE MARKER EA 58.8200 999.94 0.000 0 045 REMOVE ROADSIDE SIGN EA 294.1200 1,764.72 0.000 0 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 29.4100 1,441.09 0.000 0 (0.063"-UNFRAMED) 047 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 41.1800 1,358.94 0.000 0 (0.080"-UNFRAMED) 048 ROADSIDE SIGN - ONE POST EA 705.8800 4,235.28 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3G5204 TIME 07:55 AM ESTIMATE NO. 001 BID OPENING 05/08/25 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/25 R.E. NAME: THOMPSON, BRIAN DATE OF THIS ESTIMATE 10/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 34,664.13 34,664.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 34,664.13 34,664.13 ORIGINAL CONTRACT AMOUNT 610,479.91 TOTAL WORK COMPLETED 34,664.13 34,664.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 34,664.13 34,664.13 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 06/26/25 35 00/00/00 00/00/00 12/31/25 2 0 0 0 6% 6% PROGRESS IS SATISFACTORY THOMPSON, BRIAN RESIDENT ENGINEER