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 07/26/22 EST. NO. 001 TIME 02:13 PM R.E. NAME: DANIEL GIBBS 02-2J4004 --------------------------------------------------------------------------- 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 07/26/22 EST. NO. 001 TIME 02:13 PM R.E. NAME: DANIEL GIBBS 02-2J4004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J4004 TIME 02:13 PM ESTIMATE NO. 001 BID OPENING 12/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/26/22 LOCATION PROGRESS ESTIMATE 02-LAS-395-56.5/R61.1 ----------------- HAT CREEK CONSTRUCTION & IN LASSEN COUNTY NEAR JANESVILLE MATERIALS, INC. FROM 0.1 MILE NORTH OF SUNNYSIDE 24339 HWY 89N; ROAD TO 0.1 MILE NORTH OF ROUTE 36. BURNEY CA 96013 FED. AID NO. N O N E MILL AND FILL WITH DIGOUTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 900.0000 900.00 1.000 900.00 1.000 900 002 TIME-RELATED OVERHEAD (WDAY) WDAY 3,500.0000 87,500.00 0.280 980.00 0.280 980 003 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 0.280 1,960.00 0.280 1,960 004 TRAFFIC CONTROL SYSTEM LS 126,427.5000 126,427.50 0.280 35,399.70 0.280 35,399 005 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 2,100.00 344.000 1,720.00 344.000 1,720 006 PORTABLE RADAR SPEED FEEDBACK SIGN LS 3,000.0000 3,000.00 0.280 840.00 0.280 840 SYSTEM (LS) 007 STATIONARY IMPACT ATTENUATOR VEHICLE LS 10,000.0000 10,000.00 0.000 0 (LS) 008 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 7,000.0000 7,000.00 1.000 7,000.00 1.000 7,000 009 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 70.0000 3,500.00 16.000 1,120.00 16.000 1,120 DAY 010 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.280 700.00 0.280 700 011 PREPARE WATER POLLUTION CONTROL PROGRAM LS 850.0000 850.00 1.000 850.00 1.000 850 012 SHOULDER BACKING TON 95.0000 6,650.00 0.000 0 013 ASPHALTIC EMULSION (FOG SEAL COAT) TON 400.0000 6,400.00 12.000 4,800.00 12.000 4,800 014 HOT MIX ASPHALT (TYPE A) TON 123.0000 792,120.00 5,759.700 708,443.10 5,759.700 708,443 015 TACK COAT TON 1,800.0000 50,400.00 21.000 37,800.00 21.000 37,800 016 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.7500 257,125.00 84,150.000 231,412.50 84,150.000 231,412 017 PAVEMENT MARKER EA 8.2500 15,097.50 0.000 0 (RETROREFLECTIVE-RECESSED) 018 THERMOPLASTIC PAVEMENT MARKING SQFT 6.2000 13,206.00 0.000 0 019 THERMOPLASTIC TRAFFIC STRIPE LF 0.4800 40,608.00 0.000 0 (SPRAYABLE) 020 12" RUMBLE STRIP STA 47.0000 11,280.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 021 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.280 700.00 0.280 700 SYSTEM ELEMENTS DURING CONSTRUCTION 022 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 23,800.0000 23,800.00 1.000 23,800.00 1.000 23,800 PROGRAM CAS145 PAGE 2 DATE 07/26/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-2J4004 TIME 02:13 PM ESTIMATE NO. 001 BID OPENING 12/01/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/22 R.E. NAME: DANIEL GIBBS DATE OF THIS ESTIMATE 07/26/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 1,058,425.30 1,058,425.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED 1,058,425.30 1,058,425.30 ORIGINAL CONTRACT AMOUNT 1,469,964.00 TOTAL WORK COMPLETED 1,058,425.30 1,058,425.30 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,058,425.30 1,058,425.30 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 03/14/22 25 07/11/22 00/00/00 08/12/22 8 0 0 0 72% 32% PROGRESS IS SATISFACTORY DANIEL GIBBS RESIDENT ENGINEER