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 07/27/20 EST. NO. 001 TIME 08:30 AM R.E. NAME: 06-0U4904 --------------------------------------------------------------------------- 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 07/27/20 EST. NO. 001 TIME 08:30 AM R.E. NAME: 06-0U4904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4904 TIME 08:30 AM ESTIMATE NO. 001 BID OPENING 04/08/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: DATE OF THIS ESTIMATE 07/27/20 LOCATION RERUN PROGRESS ESTIMATE 06-KER-204-5.1/6.7 ----------------------- GRIFFITH COMPANY IN BAKERSFIELD FROM F STREET TO RTE 1128 CARRIER PARKWAY AVENUE; 99/204 SEPARATION BAKERSFIELD CA 93308 FED. AID NO. N O N E PAVEMENT PRESERVATION (CAPM) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 750.0000 750.00 0.000 0 002 TIME-RELATED OVERHEAD (WDAY) WDAY 600.0000 27,000.00 17.000 10,200.00 17.000 10,200 003 CONSTRUCTION AREA SIGNS LS 6,820.0000 6,820.00 0.650 4,433.00 0.650 4,433 004 TRAFFIC CONTROL SYSTEM LS 243,358.8000 243,358.80 0.380 92,476.34 0.380 92,476 005 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 490.00 0.000 0 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,600.0000 3,600.00 0.380 1,368.00 0.380 1,368 SYSTEMS 007 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,600.0000 6,600.00 0.380 2,508.00 0.380 2,508 008 TEMPORARY RAILING (TYPE K) LF 75.0000 13,500.00 180.000 13,500.00 180.000 13,500 009 TEMPORARY ALTERNATIVE CRASH CUSHION EA 350.0000 350.00 0.000 0 SYSTEM 010 JOB SITE MANAGEMENT LS 11,400.0000 11,400.00 0.380 4,332.00 0.380 4,332 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 1,000.0000 1,000.00 0.750 750.00 0.750 750 012 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 5,250.00 15.000 3,750.00 15.000 3,750 013 STREET SWEEPING LS 58,500.0000 58,500.00 0.380 22,230.00 0.380 22,230 014 TREATED WOOD WASTE LB 0.1500 1,815.00 0.000 0 015 SHOULDER BACKING TON 95.0000 48,450.00 0.000 0 016 REPLACE ASPHALT CONCRETE SURFACING CY 170.0000 73,100.00 486.780 82,752.60 486.780 82,752 017 HOT MIX ASPHALT (TYPE A) TON 93.0000 1,116,000.00 9,900.250 920,723.25 9,900.250 920,723 018 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 116.5000 419,400.00 3,107.320 362,002.78 3,107.320 362,002 019 DATA CORE LS 1,800.0000 1,800.00 0.000 0 020 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2900 322.50 0.000 0 021 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2900 21,672.00 0.000 0 022 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2900 296.70 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4904 TIME 08:30 AM ESTIMATE NO. 001 BID OPENING 04/08/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PLACE HOT MIX ASPHALT SQYD 250.0000 20,000.00 0.000 0 (MISCELLANEOUS AREA) 024 TACK COAT TON 525.0000 37,275.00 25.700 13,492.50 25.700 13,492 025 REMOVE ASPHALT CONCRETE DIKE LF 0.2000 3,460.00 17,300.000 3,460.00 17,300.000 3,460 026 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.6100 202,014.00 77,400.000 202,014.00 77,400.000 202,014 027 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 5,000.0000 5,000.00 0.000 0 028 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 91.0000 19,110.00 0.000 0 (.109" THICK) 029 ENTRANCE TAPER EA 1,315.0000 1,315.00 0.000 0 030 REMOVE ENTRANCE TAPER EA 1,245.0000 1,245.00 0.000 0 031 REMOVE DOWNDRAIN (EA) EA 1,245.0000 7,470.00 0.000 0 032 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 1,245.0000 1,245.00 0.000 0 033 REMOVE PAVEMENT MARKER EA 2.0000 520.00 260.000 520.00 260.000 520 034 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 7,680.00 0.000 0 035 REMOVE ROADSIDE SIGN EA 150.0000 4,200.00 0.000 0 036 REMOVE ROADSIDE SIGN PANEL EA 150.0000 13,950.00 0.000 0 037 REMOVE SIGN PANEL EA 1,250.0000 2,500.00 0.000 0 038 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 45.0000 10,350.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 039 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 36.0000 4,320.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 040 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 960.00 0.000 0 (0.063"-UNFRAMED) 041 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 4.5000 1,170.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 042 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 2,250.00 0.000 0 (0.080"-UNFRAMED) 043 FURNISH SINGLE SHEET ALUMINUM SIGN R) SQFT 4.5000 1,575.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 044 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 480.00 0.000 0 (0.063"-FRAMED) 045 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 4.5000 810.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 046 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 4.5000 1,350.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 047 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 7,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4904 TIME 08:30 AM ESTIMATE NO. 001 BID OPENING 04/08/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 048 ROADSIDE SIGN - ONE POST EA 375.0000 9,000.00 0.000 0 049 ROADSIDE SIGN - TWO POST EA 725.0000 3,625.00 0.000 0 050 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 6,900.00 0.000 0 METHOD) 051 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.0000 2,760.00 0.000 0 052 INSTALL ROADSIDE SIGN PANEL ON EA 95.0000 6,270.00 0.000 0 EXISTING POST 053 INSTALL ROADSIDE SIGN EA 8,500.0000 8,500.00 0.000 0 (LAMINATED WOOD BOX POST) 054 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 32.0000 18,880.00 0.000 0 055 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 23,000.00 0.000 0 056 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 2,850.00 0.000 0 057 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 3,800.00 0.000 0 058 REUSABLE CRASH CUSHION EA 32,500.0000 32,500.00 0.000 0 059 REMOVE GUARDRAIL LF 7.0000 4,060.00 0.000 0 060 REMOVE CRASH CUSHION EA 2,500.0000 2,500.00 0.000 0 061 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 7,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 062 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 408.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 063 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 14,790.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 064 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 35,785.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 065 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 9,240.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 066 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 220.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 067 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,700.00 0.000 0 068 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 4,300.00 0.000 0 (WARRANTY) 069 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 3,700.00 0.000 0 (WARRANTY) (BROKEN 17-7) 070 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.0000 4,300.00 0.000 0 (WARRANTY) (BROKEN 36-12) 071 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 15.0000 1,650.00 0.000 0 (WARRANTY) 072 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 4 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4904 TIME 08:30 AM ESTIMATE NO. 001 BID OPENING 04/08/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 073 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 123,665.0000 123,665.00 0.029 3,586.29 0.029 3,586 074 MODIFYING TRAFFIC MONITORING STATIONS LS 69,305.0000 69,305.00 0.181 12,544.21 0.181 12,544 075 MODIFYING FLASHING BEACON SYSTEMS LS 4,260.0000 4,260.00 0.000 0 076 REMOVING SIGN ILLUMINATION SYSTEMS LS 1,590.0000 1,590.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/27/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0U4904 TIME 08:30 AM ESTIMATE NO. 001 BID OPENING 04/08/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/20 R.E. NAME: DATE OF THIS ESTIMATE 07/27/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,756,642.97 1,756,642.97 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 1,756,642.97 1,756,642.97 ORIGINAL CONTRACT AMOUNT 2,832,382.00 TOTAL WORK COMPLETED 1,756,642.97 1,756,642.97 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,756,642.97 1,756,642.97 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 05/14/20 45 00/00/00 00/00/00 08/27/20 17 2 0 0 61% 38% PROGRESS IS SATISFACTORY RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/20