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 01/24/23 EST. NO. 005 TIME 12:39 PM R.E. NAME: TREVER SHIPLEE 06-0W9904 --------------------------------------------------------------------------- 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 01/24/23 EST. NO. 005 TIME 12:39 PM R.E. NAME: TREVER SHIPLEE 06-0W9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 005 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9904 TIME 12:39 PM ESTIMATE NO. 005 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TREVER SHIPLEE DATE OF THIS ESTIMATE 01/24/23 LOCATION RERUN PROGRESS ESTIMATE 06-KER-204-2.8/ .0 ----------------------- GRIFFITH COMPANY IN KERN COUNTY IN BAKERSFIELD ON 1128 CARRIER PARKWAY AVE; SR-204 AT 8TH STREET BAKERSFIELD CA 93308 FED. AID NO. HSST-P204(6)E INSTALL HYBRID PEDESTRIAN BEACON ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 TIME-RELATED OVERHEAD (WDAY) WDAY 1,150.0000 74,750.00 13.000 14,950.00 60.000 69,000 003 CONSTRUCTION AREA SIGNS LS 4,500.0000 4,500.00 0.060 270.00 0.870 3,915 004 TRAFFIC CONTROL SYSTEM LS 210,000.0000 210,000.00 0.200 42,000.00 0.926 194,460 005 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 4,250.0000 4,250.00 0.200 850.00 0.926 3,935 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,250.0000 13,250.00 0.200 2,650.00 0.926 12,269 007 JOB SITE MANAGEMENT LS 22,000.0000 22,000.00 0.200 4,400.00 0.926 20,372 008 PREPARE WATER POLLUTION CONTROL PROGRAM LS 650.0000 650.00 0.750 487 009 TEMPORARY DRAINAGE INLET PROTECTION EA 775.0000 2,325.00 1.000 775.00 4.000 3,100 010 TEMPORARY CONCRETE WASHOUT LS 2,000.0000 2,000.00 0.730 1,460 011 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 55.0000 1,980.00 0.000 0 STRIPE (HAZARDOUS WASTE) 012 TREATED WOOD WASTE LB 1.5000 1,530.00 1,020.000 1,530.00 1,020.000 1,530 013 REMOVE CONCRETE (CY) CY 390.0000 14,040.00 36.000 14,040 014 ROADWAY EXCAVATION CY 480.0000 52,800.00 110.000 52,800 015 CLASS 2 AGGREGATE BASE (CY) CY 680.0000 17,000.00 25.000 17,000 016 HOT MIX ASPHALT (TYPE A) TON 380.0000 17,860.00 81.910 31,125 017 PLACE HOT MIX ASPHALT SQYD 10.0000 580.00 58.000 580 (MISCELLANEOUS AREA) 018 HOT MIX ASPHALT-OPEN GRADED TON 220.0000 112,200.00 476.460 104,821 (BONDED WEARING COURSE) 019 TACK COAT TON 1,145.0000 4,580.00 7.000 8,015 020 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 14,740.00 0.000 0 021 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,600.0000 23,400.00 9.000 23,400 (F) 022 PEDESTRIAN BARRICADE (MOD) LF 485.0000 11,640.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9904 TIME 12:39 PM ESTIMATE NO. 005 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TREVER SHIPLEE DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STRESS REDUCING SLAB CY 790.0000 15,800.00 20.000 15,800 (F) 024 18" REINFORCED CONCRETE PIPE LF 295.0000 26,550.00 90.000 26,550 025 REMOVE CULVERT (LF) LF 170.0000 5,780.00 34.000 5,780 026 REMOVE INLET EA 5,675.0000 5,675.00 1.000 5,675 027 ADJUST INLET EA 4,150.0000 4,150.00 0.000 0 028 DETECTABLE WARNING SURFACE SQFT 30.0000 2,700.00 89.100 2,673 029 MINOR CONCRETE (MISCELLANEOUS CY 635.0000 29,210.00 45.500 28,892 CONSTRUCTION) 030 MINOR CONCRETE (TEXTURED PAVING) CY 1,350.0000 6,750.00 9.600 12,960 031 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 595.0000 4,760.00 8.000 4,760 032 MISCELLANEOUS IRON AND STEEL LB 20.0000 26,960.00 910.000 18,200 (F) 033 ADJUST ACCESS BOX (UTILITY) EA 2,850.0000 2,850.00 0.000 0 034 LOWER AND RAISE FRAME AND COVER EA 3,500.0000 3,500.00 1.000 3,500.00 1.000 3,500 (UTILITY) 035 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.5000 385.00 77.000 423.50 77.000 423 036 REMOVE ROADSIDE SIGN EA 175.0000 1,050.00 6.000 1,050.00 6.000 1,050 037 REMOVE ROADSIDE SIGN PANEL EA 75.0000 225.00 3.000 225.00 3.000 225 038 RELOCATE ROADSIDE SIGN EA 350.0000 350.00 0.000 0 039 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.5000 1,595.00 139.500 2,022.75 139.500 2,022 (0.063"-UNFRAMED) 040 ROADSIDE SIGN - ONE POST EA 475.0000 3,325.00 9.000 4,275.00 9.000 4,275 041 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 1,200.00 6.000 900.00 6.000 900 METHOD) 042 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 350.0000 700.00 0.000 0 043 THERMOPLASTIC PAVEMENT MARKING SQFT 7.0000 5,670.00 805.000 5,635.00 805.000 5,635 (ENHANCED WET NIGHT VISIBILITY) 044 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.2500 9,977.50 3,114.000 10,120.50 3,114.000 10,120 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 045 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.7500 153.75 50.000 187.50 50.000 187 (ENHANCED WET NIGHT VISIBILITY) 046 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 440.00 102.000 408.00 102.000 408 (ENHANCED WET NIGHT VISIBILITY) 047 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 55.0000 825.00 15.000 825.00 15.000 825 048 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.200 300.00 0.926 1,389 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 3 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9904 TIME 12:39 PM ESTIMATE NO. 005 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TREVER SHIPLEE DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 PEDESTRIAN HYBRID BEACON SYSTEMS LS 220,000.0000 220,000.00 0.438 96,360.00 0.902 198,440 050 MODIFYING LIGHTING SYSTEMS LS 92,000.0000 92,000.00 0.342 31,464.00 0.891 81,972 PROGRAM CAS145 PAGE 4 DATE 01/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0W9904 TIME 12:39 PM ESTIMATE NO. 005 BID OPENING 04/19/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/23 R.E. NAME: TREVER SHIPLEE DATE OF THIS ESTIMATE 01/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 225,121.25 996,475.25 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 225,121.25 996,475.25 051 MOBILIZATION LS 73,854.7500 73,854.75 1.000 73,854 ORIGINAL CONTRACT AMOUNT 1,155,511.00 TOTAL WORK COMPLETED 225,121.25 1,070,330.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 215,121.25 1,060,330.00 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 05/20/22 65 06/13/22 06/13/22 02/08/23 57 100 0 0 91% 88% PROGRESS IS SATISFACTORY TREVER SHIPLEE RESIDENT ENGINEER