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 11/25/19 EST. NO. 010 TIME 10:13 AM R.E. NAME: JOEL GASIK 02-4F7804 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0001 1,200.00 E.W. @ F.A.(+) 042919 N 0004.0 0002 1,200.00 072519 N 0020.0 0003 2,100.00 102119 N 0046.0 010 0007 7,969.49 E.W. @ F.A.(+) 090619 N 0044.0 12,469.49 TOTAL THIS ESTIMATE 203,809.98 TOTAL PREVIOUS ESTIMATE 216,279.47 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 11/25/19 EST. NO. 010 TIME 10:13 AM R.E. NAME: JOEL GASIK 02-4F7804 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 5/19 -2,000.00 003 RTN DEDUCT 5/19 2,000.00 004 PER LTR DATED 8/19 -1,000.00 007 PER LTR DATED 9/19 -4,000.00 008 RTN DEDUCT 8/19 -1,000.00 008 RELEASE 8/19 DEDUCT 2,000.00 010 RELEASE 9/19 DEDUCT 4,000.00 010 6,000.00 0.00 TOTAL DEDUCTIONS 6,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F7804 TIME 10:13 AM ESTIMATE NO. 010 BID OPENING 06/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/25/19 LOCATION PROGRESS ESTIMATE 02-VAR ----------------- TULLIS, INC. IN BUTTE, LASSEN, PLUMAS, SHASTA, 16951 CLEAR CREEK ROAD SISKIYOU, AND TRINITY COUNTIES AT REDDING CA 960019604 VARIOUS LOCATIONS. FED. AID NO. ACST-000C(477)E IMPROVE CHAIN CONTROL AREAS. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,300.0000 1,300.00 1.000 1,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 1.000 2,500 003 TIME-RELATED OVERHEAD (LS) LS 25,000.0000 25,000.00 0.280 7,000.00 0.800 20,000 004 DEVELOP WATER SUPPLY LS 5,500.0000 5,500.00 0.540 2,970.00 0.800 4,400 005 CONSTRUCTION AREA SIGNS LS 11,995.0000 11,995.00 0.750 8,996 006 TRAFFIC CONTROL SYSTEM LS 475,000.0000 475,000.00 0.140 66,500.00 0.800 380,000 007 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 9.7500 1,267.50 0.000 0 008 PORTABLE DELINEATOR EA 50.0000 3,800.00 48.060 2,403 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 25,000.0000 25,000.00 0.140 3,500.00 0.800 20,000 010 TEMPORARY RAILING (TYPE K) LF 25.0000 82,500.00 3,300.000 82,500 011 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,500.0000 9,000.00 6.000 9,000 SYSTEM 012 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.030 750.00 0.800 20,000 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 1.000 1,000 014 TEMPORARY MULCH SQYD 15.0000 3,750.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 600.00 0.000 0 016 TEMPORARY FIBER ROLL LF 4.0000 4,000.00 20.000 80 017 STREET SWEEPING LS 10,000.0000 10,000.00 0.540 5,400.00 0.800 8,000 018 TEMPORARY CONCRETE WASHOUT LS 6,000.0000 6,000.00 0.750 4,500 019 ASBESTOS COMPLIANCE PLAN LS 1,225.0000 1,225.00 1.000 1,225 020 TREATED WOOD WASTE LB 1.5000 510.00 0.000 0 021 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 15,757.0000 15,757.00 0.250 3,939 022 DUST CONTROL PLAN LS 1,695.0000 1,695.00 1.000 1,695 (NATURALLY OCCURRING ASBESTOS) PROGRAM CAS145 PAGE 2 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F7804 TIME 10:13 AM ESTIMATE NO. 010 BID OPENING 06/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING (LS) LS 157,000.0000 157,000.00 0.140 21,980.00 0.800 125,600 024 ROADWAY EXCAVATION CY 75.0000 470,250.00 6,603.500 495,262 025 ROADWAY EXCAVATION CY 135.0000 78,300.00 719.200 97,092 (NATURALLY OCCURRING ASBESTOS) 026 SHOULDER BACKING TON 65.0000 154,050.00 0.000 0 027 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 17,050.00 310.000 17,050 (F) 028 STRUCTURE BACKFILL (RETAINING WALL) CY 175.0000 22,750.00 130.000 22,750 (F) 029 CONTROLLED LOW STRENGTH MATERIAL CY 300.0000 1,110.00 0.000 0 (F) 030 DITCH EXCAVATION CY 125.0000 1,000.00 5.000 625 031 IMPORTED BORROW (CY) CY 70.0000 14,000.00 0.000 0 032 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 4.0000 11,080.00 2,765.300 11,061 CLASS B1 033 WOOD MULCH CY 60.0000 75,000.00 958.900 57,534.00 958.900 57,534 034 BONDED FIBER MATRIX (SQFT) SQFT 0.4700 9,400.00 20,211.840 9,499.56 20,211.840 9,499 035 STRAW SQFT 0.2300 5,750.00 0.000 0 036 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 037 CLASS 2 AGGREGATE BASE (CY) CY 90.0000 495,000.00 5,501.500 495,135 038 HOT MIX ASPHALT (TYPE A) TON 170.0000 1,178,100.00 1,493.800 253,946.00 6,818.420 1,159,131 039 PLACE HOT MIX ASPHALT SQYD 75.0000 2,175.00 28.300 2,122.50 28.300 2,122 (MISCELLANEOUS AREA) 040 TACK COAT TON 1,000.0000 3,100.00 0.720 720.00 3.100 3,100 041 54" CAST-IN-DRILLED-HOLE CONCRETE LF 1,695.0000 233,910.00 138.000 233,910 (F) PILE (SIGN FOUNDATION) 042 STRUCTURAL CONCRETE, RETAINING WALL CY 1,568.0000 90,944.00 58.000 90,944 (F) 043 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,500.0000 1,650.00 1.040 1,560 (F) 044 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0000 10,380.00 5,190.000 10,380 (F) 045 FURNISH SIGN STRUCTURE (TRUSS) LB 4.1500 361,323.90 7,887.300 32,732 (F) 046 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3500 30,473.10 7,887.300 2,760 (F) 047 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 4,750.00 18.100 4,525 (F) 048 23"X14" REINFORCED CONCRETE PIPE ARCH LF 185.0000 31,450.00 180.000 33,300 (RUBBER GASKET JOINT) 049 18" CORRUGATED STEEL PIPE (.109" THICK) LF 140.0000 3,920.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F7804 TIME 10:13 AM ESTIMATE NO. 010 BID OPENING 06/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 24" X 18" CORRUGATED STEEL PIPE ARCH LF 255.0000 14,790.00 57.600 14,688 (.109" THICK) 051 23"X14" REINFORCED CONCRETE FLARED END EA 1,000.0000 3,000.00 0.000 0 PIPE ARCH SECTION 052 24" X 18" STEEL FLARED END PIPE ARCH EA 250.0000 500.00 1.000 250 SECTION 053 REMOVE CULVERT (LF) LF 85.0000 14,450.00 161.000 13,685 054 REMOVE INLET EA 500.0000 500.00 1.000 500 055 ROCK SLOPE PROTECTION CY 225.0000 832.50 3.700 832 (60 LB, CLASS II, METHOD B) (CY) 056 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.0000 55.00 11.000 55 057 MINOR CONCRETE (MISCELLANEOUS CY 1,300.0000 32,500.00 24.400 31,720 (F) CONSTRUCTION) 058 MISCELLANEOUS IRON AND STEEL LB 2.0000 478.00 239.000 478 (F) 059 REMOVE PAVEMENT MARKER EA 10.0000 460.00 0.000 0 060 PAVEMENT MARKER EA 22.0000 1,012.00 0.000 0 (RETROREFLECTIVE-RECESSED) 061 MARKER (CULVERT) EA 55.0000 440.00 0.000 0 062 REMOVE ROADSIDE SIGN (WOOD POST) EA 100.0000 400.00 0.000 0 063 RELOCATE ROADSIDE SIGN EA 250.0000 1,500.00 2.000 500 064 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.7500 13,437.50 0.000 0 (0.063"-UNFRAMED) 065 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 0.000 0 066 ROADSIDE SIGN - TWO POST EA 750.0000 1,500.00 0.000 0 067 REMOVE ROADSIDE SIGN(TURNABLE POST) EA 150.0000 1,350.00 1.000 150.00 2.000 300 068 RECONSTRUCT TURNABLE ROADSIDE SIGN EA 2,500.0000 25,000.00 2.000 5,000 069 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 6.7500 3,847.50 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 070 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 260.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 071 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.7500 247.50 0.000 0 (0.080" FRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 072 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.3000 2,580.00 0.000 0 073 TURNABLE SIGN ASSEMBLY(TYPE-1) EA 5,500.0000 137,500.00 0.000 0 074 TURNABLE SIGN ASSEMBLY(TYPE-2) EA 3,900.0000 46,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F7804 TIME 10:13 AM ESTIMATE NO. 010 BID OPENING 06/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 075 MIDWEST GUARDRAIL SYSTEM LF 25.0000 6,750.00 262.500 6,562.50 262.500 6,562 076 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 2,250.00 3.000 2,250.00 3.000 2,250 077 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 9,900.00 3.000 9,900.00 3.000 9,900 078 CONCRETE BARRIER (TYPE 60) LF 230.0000 13,110.00 57.000 13,110 079 CONCRETE BARRIER (TYPE 60G) LF 240.0000 13,920.00 58.000 13,920 080 CONCRETE BARRIER (TYPE 60GE) LF 315.0000 116,550.00 365.000 114,975 081 CONCRETE BARRIER TRANSITION LF 145.0000 25,375.00 175.000 25,375 (F) 082 REMOVE CONCRETE BARRIER LF 30.0000 19,800.00 660.000 19,800 083 THERMOPLASTIC PAVEMENT MARKING SQFT 19.5000 916.50 0.000 0 084 THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 24,125.00 0.000 0 (SPRAYABLE) 085 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.4500 3,262.50 0.250 0 086 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.250 2,500.00 0.750 7,500 SYSTEM ELEMENTS DURING CONSTRUCTION 087 LIGHTING SYSTEM LS 800,008.0000 800,008.00 0.100 80,000.80 0.950 760,007 088 FIBER OPTIC SYSTEM LS 1,162,750.0000 1,162,750.00 0.900 1,046,475 089 CHANGEABLE MESSAGE SIGN SYSTEM LS 208,975.0000 208,975.00 0.060 12,538.50 0.825 172,404 090 MODIFYING EXISTING ELECTRICAL SYSTEM LS 105,593.0000 105,593.00 0.253 26,715.03 1.000 105,593 PROGRAM CAS145 PAGE 5 DATE 11/25/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-4F7804 TIME 10:13 AM ESTIMATE NO. 010 BID OPENING 06/28/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: JOEL GASIK DATE OF THIS ESTIMATE 11/25/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 572,538.89 5,843,494.86 ADJUSTMENT OF COMPENSATION 0.00 18,700.00 EXTRA WORK 12,469.49 197,579.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 585,008.38 6,059,774.33 091 MOBILIZATION LS 780,000.0000 780,000.00 1.000 780,000 ORIGINAL CONTRACT AMOUNT 7,803,640.50 TOTAL WORK COMPLETED 585,008.38 6,839,774.33 MATERIALS ON HAND ON SITE -79,629.00 81,740.00 DEDUCTIONS 6,000.00 0.00 TOTAL 511,379.38 6,921,514.33 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 01/09/19 155 05/09/19 05/09/19 01/07/20 125 10 0 0 84% 81% PROGRESS IS SATISFACTORY JOEL GASIK RESIDENT ENGINEER PROGRAM CAS145 DATE 11/25/19