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 10/23/23 EST. NO. 002 TIME 11:06 AM R.E. NAME: GASIK JOEL 02-0J4604 --------------------------------------------------------------------------- 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 10/23/23 EST. NO. 002 TIME 11:06 AM R.E. NAME: GASIK JOEL 02-0J4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 10/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J4604 TIME 11:06 AM ESTIMATE NO. 002 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/23/23 LOCATION PROGRESS ESTIMATE 02-TEH-36-7.1/14.3 ----------------- SERAFIX ENGINEERING TEHAMA COUNTY AT VARIOUS LOCATIONS FROM CONTRACTORS,INC. 2.2 MILES WEST OF VESTAL ROAD TO 3.9 MILES 7 CROW CANYON COURT STE 250 EAST OF DRY CREEK BRIDGE SAN RAMON CA 94583 FED. AID NO. N O N E REPLACE CULVERTS, HEADWALLS, CONCRETE INVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 TIME-RELATED OVERHEAD (WDAY) WDAY 3,000.0000 120,000.00 12.000 36,000.00 29.000 87,000 003 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.300 1,500.00 0.720 3,600 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750 005 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.300 22,500.00 0.720 54,000 006 TEMPORARY TRAFFIC STRIPE (TAPE) LF 7.0000 8,890.00 751.000 5,257.00 1,386.000 9,702 007 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 4,000.00 1.000 100.00 21.000 2,100 008 PORTABLE DELINEATOR EA 60.0000 3,120.00 8.000 480.00 34.000 2,040 009 PORTABLE RADAR SPEED FEEDBACK SIGN LS 2,000.0000 2,000.00 0.300 600.00 0.720 1,440 SYSTEMS (LS) 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 10,000.0000 10,000.00 0.300 3,000.00 0.720 7,200 011 TEMPORARY RAILING (TYPE K) LF 125.0000 22,500.00 180.000 22,500 012 RELOCATE TEMPORARY RAILING (TYPE K) LF 60.0000 10,800.00 180.000 10,800.00 180.000 10,800 013 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 10,000.00 2.000 10,000 014 RELOCATE ALTERNATIVE TEMPORARY CRASH EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000 CUSHION 015 AUTOMATED FLAGGER ASSISTANCE DEVICE DAY EA 75.0000 3,600.00 0.000 0 016 JOB SITE MANAGEMENT LS 10,000.0000 10,000.00 0.300 3,000.00 0.720 7,200 017 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 018 TEMPORARY FIBER ROLL LF 6.0000 4,800.00 625.000 3,750.00 750.000 4,500 019 TEMPORARY CONCRETE WASHOUT LS 3,000.0000 3,000.00 0.300 900.00 0.720 2,160 020 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 10,000.0000 10,000.00 0.300 3,000.00 0.720 7,200 021 INVASIVE SPECIES CONTROL LS 2,500.0000 2,500.00 1.000 2,500 022 ROADWAY EXCAVATION CY 400.0000 12,000.00 40.000 16,000 PROGRAM CAS145 PAGE 2 DATE 10/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J4604 TIME 11:06 AM ESTIMATE NO. 002 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 SHOULDER BACKING TON 400.0000 4,800.00 12.000 4,800 024 DITCH EXCAVATION CY 125.0000 9,125.00 73.000 9,125 025 ROADSIDE CLEARING LS 5,000.0000 5,000.00 0.420 2,100 026 BONDED FIBER MATRIX (SQFT) SQFT 1.0000 12,800.00 0.000 0 027 CLASS 2 AGGREGATE BASE (CY) CY 300.0000 14,100.00 40.000 12,000 028 HOT MIX ASPHALT (TYPE A) TON 600.0000 52,800.00 22.000 13,200.00 103.310 61,986 029 STRUCTURAL CONCRETE, HEADWALL CY 3,000.0000 123,000.00 41.000 123,000.00 41.000 123,000 (F) 030 BAR REINFORCING STEEL LB 5.0000 18,290.00 3,658.000 18,290.00 3,658.000 18,290 (F) 031 CONCRETE BACKFILL (PIPE TRENCH) CY 400.0000 16,800.00 42.000 16,800.00 42.000 16,800 (F) 032 42" CORRUGATED STEEL PIPE (.138" THICK) LF 400.0000 19,200.00 48.000 19,200 033 64" X 43" CORRUGATED STEEL PIPE ARCH LF 600.0000 138,000.00 225.000 135,000.00 225.000 135,000 (.138" THICK) 034 36" SLOTTED CORRUGATED STEEL PIPE RISER LF 1,200.0000 7,200.00 6.000 7,200 (.168" THICK) 035 24" STEEL FLARED END SECTION EA 600.0000 1,200.00 0.000 0 036 42" STEEL FLARED END SECTION EA 1,800.0000 1,800.00 1.000 1,800 037 REMOVE CULVERT (LF) LF 40.0000 5,600.00 101.000 4,040.00 135.000 5,400 038 CLEANING, INSPECTING, AND PREPARING LF 46.0000 16,560.00 337.800 15,538 CULVERT (LF) 039 CONCRETE INVERT PAVING CY 4,400.0000 110,000.00 31.250 137,500.00 31.250 137,500 040 24" CURED-IN-PLACE PIPELINER LF 220.0000 52,800.00 0.000 0 041 42" CURED-IN-PLACE PIPELINER LF 400.0000 64,000.00 0.000 0 042 ROCK SLOPE PROTECTION (1T, CLASS VIII, CY 400.0000 23,600.00 59.000 23,600.00 59.000 23,600 METHOD A) 043 ROCK SLOPE PROTECTION (1/4 T, CLASS V, CY 300.0000 81,000.00 0.000 0 METHOD B) (CY) 044 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 300.0000 11,700.00 35.000 10,500 METHOD B) (CY) 045 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 3,750.00 71.000 1,065 046 MISCELLANEOUS IRON AND STEEL LB 5.0000 1,875.00 375.000 1,875 (F) 047 FENCE (TYPE BW, 6-STRAND, METAL POST) LF 25.0000 1,875.00 0.000 0 048 TEMPORARY FENCE (TYPE BW) LF 25.0000 16,000.00 640.000 16,000 049 12' CHAIN LINK GATE (TYPE CL-4) EA 2,500.0000 5,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 10/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J4604 TIME 11:06 AM ESTIMATE NO. 002 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE FENCE (TYPE BW) LF 20.0000 3,400.00 170.000 3,400 051 MARKER (CULVERT) EA 150.0000 1,200.00 0.000 0 052 REMOVE MARKER EA 100.0000 800.00 0.000 0 053 RELOCATE ROADSIDE SIGN EA 800.0000 800.00 0.000 0 054 CABLE RAILING LF 150.0000 14,700.00 0.000 0 (F) 055 6" THERMOPLASTIC TRAFFIC STRIPE LF 12.0000 9,480.00 987.500 11,850.00 987.500 11,850 056 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 7.0000 7,980.00 563.000 3,941.00 1,283.000 8,981 PROGRAM CAS145 PAGE 4 DATE 10/23/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J4604 TIME 11:06 AM ESTIMATE NO. 002 BID OPENING 05/18/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: GASIK JOEL DATE OF THIS ESTIMATE 10/23/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 580,108.00 907,202.80 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 580,108.00 907,202.80 ORIGINAL CONTRACT AMOUNT 1,184,945.00 TOTAL WORK COMPLETED 580,108.00 907,202.80 MATERIALS ON HAND ON SITE -47,026.00 0.00 DEDUCTIONS 0.00 0.00 TOTAL 533,082.00 907,202.80 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 06/26/23 40 08/29/23 08/29/23 11/01/23 29 8 0 0 73% 73% PROGRESS IS SATISFACTORY GASIK JOEL RESIDENT ENGINEER