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 10/22/24 EST. NO. 003 TIME 03:29 PM 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 10/22/24 EST. NO. 003 TIME 03:29 PM R.E. NAME: GASIK JOEL 02-1J7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CEM 4401 -10,000.00 003 -10,000.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 003 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION DEDUCT LTTR 10/24 -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -30,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 03:29 PM ESTIMATE NO. 003 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 09/27/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/22/24 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 2,000.00 30.000 60,000 003 DEVELOP WATER SUPPLY LS 1,500.0000 1,500.00 0.050 75.00 1.000 1,500 004 CONSTRUCTION AREA SIGNS LS 6,300.0000 6,300.00 0.250 1,575.00 1.000 6,300 005 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.050 6,000.00 1.000 120,000 006 TRAFFIC DRUM EA 100.0000 2,000.00 20.000 2,000 007 PORTABLE RADAR SPEED FEEDBACK SIGN LS 1,500.0000 1,500.00 0.050 75.00 1.000 1,500 SYSTEMS (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 3,500.0000 3,500.00 0.050 175.00 1.000 3,500 009 AUTOMATED FLAGGER ASSISTANCE DEVICES LS 2,000.0000 2,000.00 0.050 100.00 1.000 2,000 010 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.050 125.00 1.000 2,500 011 WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 1.000 750 012 TEMPORARY DRAINAGE INLET PROTECTION EA 50.0000 100.00 2.000 100 013 TEMPORARY FIBER ROLL LF 1.5000 600.00 400.000 600.00 400.000 600 014 STREET SWEEPING LS 1,200.0000 1,200.00 0.050 60.00 1.000 1,200 015 TEMPORARY CONCRETE WASHOUT LS 1,549.3000 1,549.30 0.050 77.47 1.000 1,549 016 TREATED WOOD WASTE LB 0.3300 2,950.20 10,860.000 3,583.80 10,860.000 3,583 017 SHOULDER BACKING TON 55.0000 25,850.00 470.000 25,850 018 ROADSIDE CLEARING LS 12,000.0000 12,000.00 0.050 600.00 1.000 12,000 019 BONDED FIBER MATRIX (SQFT) SQFT 0.5000 19,250.00 38,500.000 19,250.00 38,500.000 19,250 020 FINISHING ROADWAY LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 021 CLASS 2 AGGREGATE BASE (CY) CY 215.0000 2,150.00 10.000 2,150 022 REPLACE ASPHALT CONCRETE SURFACING CY 550.0000 104,500.00 190.000 104,500 PROGRAM CAS145 PAGE 2 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 03:29 PM ESTIMATE NO. 003 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 09/27/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,400 024 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 215.0000 384,850.00 1,864.740 400,919 025 DATA CORE LS 1,400.0000 1,400.00 0.050 70.00 1.000 1,400 026 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 534.0000 6,942.00 13.000 6,942 027 TACK COAT TON 600.0000 2,400.00 3.940 2,364 028 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 12,500.00 1,250.000 12,500 029 STRUCTURAL CONCRETE, HEADWALL CY 4,500.0000 36,000.00 0.200 900.00 8.000 36,000 (F) 030 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 8,500.00 3.400 8,500 (F) 031 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.0000 266.00 7.000 266.00 7.000 266 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 032 CONCRETE BACKFILL (PIPE TRENCH) CY 1,000.0000 8,000.00 8.000 8,000 (F) 033 18" CORRUGATED STEEL PIPE (.109" THICK) LF 325.0000 35,750.00 110.000 35,750 034 24" CORRUGATED STEEL PIPE (.109" THICK) LF 550.0000 159,500.00 281.000 154,550 035 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 3,575.00 15.000 4,125 (.109" THICK) 036 24" ANCHOR ASSEMBLY EA 1,200.0000 2,400.00 2.000 2,400 037 18" STEEL FLARED END SECTION EA 275.0000 275.00 1.000 275 038 ABANDON CULVERT (LF) LF 50.0000 11,500.00 291.000 14,550 039 REMOVE CULVERT (LF) LF 8.0000 1,200.00 148.000 1,184 040 REMOVE INLET EA 1,500.0000 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 1,850 043 SAND BACKFILL CY 750.0000 18,000.00 24.000 18,000 044 GRAVEL FILTER (0.5' THICK) CY 450.0000 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 METHOD B) (CY) 046 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 525.0000 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 (F) 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 47.7500 668.50 14.000 668.50 14.000 668 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 3 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 03:29 PM ESTIMATE NO. 003 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 09/27/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ 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 10.000 810.00 10.000 810 050 REMOVE MARKER EA 33.0000 330.00 10.000 330 051 REMOVE ROADSIDE SIGN (WOOD POST) EA 170.0000 340.00 2.000 340.00 2.000 340 052 ROADSIDE SIGN - ONE POST EA 435.0000 870.00 2.000 870.00 2.000 870 053 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.5000 19,345.00 530.000 19,345 054 TRANSITION RAILING (TYPE AGT) EA 4,750.0000 4,750.00 1.000 4,750 055 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 3,675.0000 3,675.00 1.000 3,675 056 CONCRETE BARRIER TRANSITION LF 1,850.0000 61,050.00 33.000 61,050.00 33.000 61,050 (F) 057 REMOVE GUARDRAIL LF 5.9500 3,808.00 640.000 3,808 058 THERMOPLASTIC PAVEMENT MARKING SQFT 65.0000 9,100.00 140.000 9,100.00 140.000 9,100 059 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) LF 1.2000 26,400.00 21,706.000 26,047.20 21,706.000 26,047 PROGRAM CAS145 PAGE 4 DATE 10/22/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1J7104 TIME 03:29 PM ESTIMATE NO. 003 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 09/27/24 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/22/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 135,417.97 1,230,598.90 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 135,417.97 1,230,598.90 ORIGINAL CONTRACT AMOUNT 1,215,651.00 TOTAL WORK COMPLETED 135,417.97 1,230,598.90 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -30,000.00 -30,000.00 TOTAL 105,417.97 1,200,598.90 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/12/24 30 08/12/24 08/05/24 09/27/24 30 6 0 0 100% 100% GASIK JOEL RESIDENT ENGINEER