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 09/20/24 EST. NO. 002 TIME 09:12 AM R.E. NAME: GASIK JOEL 02-1J7104 --------------------------------------------------------------------------- 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 09/20/24 EST. NO. 002 TIME 09:12 AM R.E. NAME: GASIK JOEL 02-1J7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 09/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 09:12 AM ESTIMATE NO. 002 BID OPENING 04/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 09/20/24 LOCATION RERUN PROGRESS ESTIMATE 02-TRI-3-29.8/L30.9 ----------------------- TULLIS, INC. TRINITY COUNTY NEAR DOUGLAS CITY FROM 16951 CLEAR CREEK ROAD READING CREEK BRIDGE TO ROUTE 299 REDDING CA 96001 FED. AID NO. N O N E RHMA-G, REPLACE AC SURFACING, DRAINAGE, MI ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,400.0000 1,400.00 1.000 1,400 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 60,000.00 22.000 44,000.00 29.000 58,000 003 DEVELOP WATER SUPPLY LS 1,500.0000 1,500.00 0.720 1,080.00 0.950 1,425 004 CONSTRUCTION AREA SIGNS LS 6,300.0000 6,300.00 0.750 4,725 005 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.720 86,400.00 0.950 114,000 006 TRAFFIC DRUM EA 100.0000 2,000.00 20.000 2,000.00 20.000 2,000 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 1,500.0000 1,500.00 0.720 1,080.00 0.950 1,425 SYSTEMS (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,500.0000 3,500.00 0.720 2,520.00 0.950 3,325 009 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 2,000.0000 2,000.00 0.720 1,440.00 0.950 1,900 010 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.720 1,800.00 0.950 2,375 011 WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 1.000 750 012 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 100.00 2.000 100.00 2.000 100 013 TEMPORARY FIBER ROLL LF 1.5000 600.00 0.000 0 014 STREET SWEEPING LS 1,200.0000 1,200.00 0.720 864.00 0.950 1,140 015 TEMPORARY CONCRETE WASHOUT LS 1,549.3000 1,549.30 0.950 1,471.84 0.950 1,471 016 TREATED WOOD WASTE LB 0.3300 2,950.20 0.000 0 017 SHOULDER BACKING TON 55.0000 25,850.00 470.000 25,850.00 470.000 25,850 018 ROADSIDE CLEARING LS 12,000.0000 12,000.00 0.950 11,400.00 0.950 11,400 019 BONDED FIBER MATRIX (SQFT) SQFT 0.5000 19,250.00 0.000 0 020 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0 021 CLASS 2 AGGREGATE BASE (CY) CY 215.0000 2,150.00 10.000 2,150.00 10.000 2,150 022 REPLACE ASPHALT CONCRETE SURFACING CY 550.0000 104,500.00 190.000 104,500.00 190.000 104,500 PROGRAM CAS145 PAGE 2 DATE 09/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 09:12 AM ESTIMATE NO. 002 BID OPENING 04/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 09/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MINOR HOT MIX ASPHALT TON 1,000.0000 1,400.00 1.400 1,400.00 1.400 1,400 024 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 215.0000 384,850.00 1,864.740 400,919.10 1,864.740 400,919 025 DATA CORE LS 1,400.0000 1,400.00 0.950 1,330.00 0.950 1,330 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 534.0000 6,942.00 13.000 6,942.00 13.000 6,942 027 TACK COAT TON 600.0000 2,400.00 3.940 2,364.00 3.940 2,364 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 12,500.00 1,250.000 12,500.00 1,250.000 12,500 029 STRUCTURAL CONCRETE, HEADWALL CY 4,500.0000 36,000.00 7.800 35,100.00 7.800 35,100 (F) 030 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 8,500.00 3.400 8,500.00 3.400 8,500 (F) 031 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.0000 266.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 032 CONCRETE BACKFILL (PIPE TRENCH) CY 1,000.0000 8,000.00 8.000 8,000.00 8.000 8,000 (F) 033 18" CORRUGATED STEEL PIPE (.109" THICK) LF 325.0000 35,750.00 41.000 13,325.00 110.000 35,750 034 24" CORRUGATED STEEL PIPE (.109" THICK) LF 550.0000 159,500.00 141.000 77,550.00 281.000 154,550 035 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 3,575.00 15.000 4,125.00 15.000 4,125 (.109" THICK) 036 24" ANCHOR ASSEMBLY EA 1,200.0000 2,400.00 2.000 2,400.00 2.000 2,400 037 18" STEEL FLARED END SECTION EA 275.0000 275.00 1.000 275.00 1.000 275 038 ABANDON CULVERT (LF) LF 50.0000 11,500.00 112.000 5,600.00 291.000 14,550 039 REMOVE CULVERT (LF) LF 8.0000 1,200.00 53.000 424.00 148.000 1,184 040 REMOVE INLET EA 1,500.0000 1,500.00 1.000 1,500.00 1.000 1,500 041 REMOVE HEADWALL EA 1,000.0000 4,000.00 4.000 4,000 042 MODIFY INLET EA 1,850.0000 1,850.00 1.000 1,850.00 1.000 1,850 043 SAND BACKFILL CY 750.0000 18,000.00 24.000 18,000.00 24.000 18,000 044 GRAVEL FILTER (0.5' THICK) CY 450.0000 2,700.00 6.000 2,700.00 6.000 2,700 045 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 275.0000 2,750.00 10.000 2,750.00 10.000 2,750 METHOD B) (CY) 046 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 525.0000 2,625.00 5.000 2,625.00 5.000 2,625 METHOD B) (CY) 047 MISCELLANEOUS IRON AND STEEL LB 3.0000 2,022.00 674.000 2,022.00 674.000 2,022 (F) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 47.7500 668.50 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 09/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 09:12 AM ESTIMATE NO. 002 BID OPENING 04/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 09/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 MARKER (CULVERT) EA 81.0000 810.00 0.000 0 050 REMOVE MARKER EA 33.0000 330.00 10.000 330.00 10.000 330 051 REMOVE ROADSIDE SIGN (WOOD POST) EA 170.0000 340.00 0.000 0 052 ROADSIDE SIGN - ONE POST EA 435.0000 870.00 0.000 0 053 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.5000 19,345.00 530.000 19,345.00 530.000 19,345 054 TRANSITION RAILING (TYPE AGT) EA 4,750.0000 4,750.00 1.000 4,750.00 1.000 4,750 055 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,675.0000 3,675.00 1.000 3,675.00 1.000 3,675 056 CONCRETE BARRIER TRANSITION LF 1,850.0000 61,050.00 0.000 0 (F) 057 REMOVE GUARDRAIL LF 5.9500 3,808.00 640.000 3,808.00 640.000 3,808 058 THERMOPLASTIC PAVEMENT MARKING SQFT 65.0000 9,100.00 0.000 0 059 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 1.2000 26,400.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 09/20/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 09:12 AM ESTIMATE NO. 002 BID OPENING 04/30/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 09/20/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 930,764.94 1,095,180.94 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 930,764.94 1,095,180.94 ORIGINAL CONTRACT AMOUNT 1,215,651.00 TOTAL WORK COMPLETED 930,764.94 1,095,180.94 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 930,764.94 1,095,180.94 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 08/12/24 30 08/12/24 08/05/24 09/23/24 29 0 0 0 89% 97% PROGRESS IS SATISFACTORY GASIK JOEL RESIDENT ENGINEER