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 07/06/20 EST. NO. 003 TIME 09:02 AM R.E. NAME: TAD SAMPSON 03-4H6604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 11,333.30 E.W. @ L.S.(+) 052820 N XX01 0 010 0001 -8,038.84 A.C. @ U.P.(-) 051520 N XX01 0 3,294.46 TOTAL THIS ESTIMATE 39,495.71 TOTAL PREVIOUS ESTIMATE 42,790.17 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 07/06/20 EST. NO. 003 TIME 09:02 AM R.E. NAME: TAD SAMPSON 03-4H6604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY MISSING CEM 2402 -10,000.00 003 -10,000.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 5/20 -7,000.00 002 RCVD 5/20 LETTER 7,000.00 003 7,000.00 0.00 TOTAL DEDUCTIONS -3,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H6604 TIME 09:02 AM ESTIMATE NO. 003 BID OPENING 11/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/20 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 07/06/20 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 03-PLA-80-32.7/33.0 ---------------------------------- BALDWIN CONTRACTING COMPANY IN PLACER COUNTY IN COLFAX FROM INC. DBA. KNIFE RIVER CONSTRUC SOUTH AUBURN ROAD WESTBOUND TION ONRAMP TO 0.3 MILE SOUTH OF THE 1764 SKYWAY; SOUTH AUBURN WESTBOUND ONRAMP CHICO CA 95928 FED. AID NO. N O N E CONSTRUCT ACCELERATION LANE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,200.0000 1,200.00 1.000 1,200 002 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.422 4,220.00 1.000 10,000 003 CONSTRUCTION AREA SIGNS LS 6,690.0000 6,690.00 0.212 1,418.28 1.000 6,690 004 TRAFFIC CONTROL SYSTEM LS 60,000.0000 60,000.00 0.422 25,320.00 1.000 60,000 005 CHANNELIZER (SURFACE MOUNTED) EA 100.0000 400.00 4.000 400 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 6,400.0000 6,400.00 0.422 2,700.80 1.000 6,400 007 TEMPORARY RAILING (TYPE K) LF 30.0000 42,600.00 1,420.000 42,600 008 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,600.0000 1,600.00 1.000 1,600 009 JOB SITE MANAGEMENT LS 5,000.0000 5,000.00 0.422 2,110.00 1.000 5,000 010 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 0.000 0 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 850.0000 4,250.00 0.000 0 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 1.000 2,000 014 MOVE-IN/MOVE-OUT EA 600.0000 600.00 1.000 600 (TEMPORARY EROSION CONTROL) 015 TEMPORARY HYDRAULIC MULCH SQYD 1.9900 2,328.30 0.000 0 (BONDED FIBER MATRIX) 016 TEMPORARY COVER SQYD 5.2500 6,142.50 900.000 4,725 017 TEMPORARY CHECK DAM LF 15.0000 210.00 9.000 135 018 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 150.00 1.000 150 019 TEMPORARY FIBER ROLL LF 3.0500 4,880.00 120.000 366 020 TEMPORARY GRAVEL BAG BERM LF 18.0000 5,040.00 0.000 0 021 TEMPORARY SILT FENCE LF 2.7900 5,245.20 1,377.000 3,841 022 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 5,500.00 1.000 5,500 PROGRAM CAS145 PAGE 2 DATE 07/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H6604 TIME 09:02 AM ESTIMATE NO. 003 BID OPENING 11/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/20 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 07/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 6,000.0000 6,000.00 0.422 2,532.00 1.000 6,000 024 TREATED WOOD WASTE LB 1.0000 40.00 40.000 40.00 40.000 40 025 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,000.0000 7,000.00 1.000 1,000.00 3.000 3,000 026 CLEARING AND GRUBBING (LS) LS 19,000.0000 19,000.00 1.000 19,000 027 ROADWAY EXCAVATION CY 75.0000 90,000.00 1,200.000 90,000 028 ROADSIDE CLEARING LS 15,000.0000 15,000.00 0.422 6,330.00 1.000 15,000 029 BONDED FIBER MATRIX (SQFT) SQFT 0.2400 6,960.00 29,000.000 6,960.00 29,000.000 6,960 030 FIBER ROLLS LF 3.0500 4,026.00 3,986.000 12,157.30 3,986.000 12,157 031 COMPOST (CY) CY 60.0000 10,800.00 180.000 10,800.00 180.000 10,800 032 COMPOST BERM (LF) LF 8.0700 17,108.40 0.000 0 033 CLASS 2 AGGREGATE BASE (CY) CY 145.0000 145,000.00 1,175.460 170,441 034 HOT MIX ASPHALT (TYPE A) TON 200.0000 158,000.00 16.000 3,200.00 1,099.550 219,910 035 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 5,600.00 1,343.000 5,372 036 PLACE HOT MIX ASPHALT SQYD 75.0000 825.00 11.000 825 (MISCELLANEOUS AREA) 037 TACK COAT TON 2,000.0000 4,000.00 1.590 3,180 038 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 3,500.00 1,368.000 3,420 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0000 14,920.00 1,044.000 4,176 040 24" CORRUGATED STEEL PIPE (.079" THICK) LF 600.0000 2,400.00 0.000 0 041 24" STEEL FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0 042 REMOVE CULVERT (LF) LF 2,000.0000 2,000.00 1.000 2,000 043 DELINEATOR (CLASS 1) EA 75.0000 300.00 4.000 300.00 4.000 300 044 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 161.00 29.000 203.00 29.000 203 045 MILEPOST MARKER EA 75.0000 75.00 1.000 75.00 1.000 75 046 MARKER (CULVERT) EA 75.0000 75.00 1.000 75.00 1.000 75 047 REMOVE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 4.000 800 048 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 152.00 8.000 152.00 8.000 152 (0.063"-UNFRAMED) 049 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 28.0000 364.00 13.000 364.00 13.000 364 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) PROGRAM CAS145 PAGE 3 DATE 07/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H6604 TIME 09:02 AM ESTIMATE NO. 003 BID OPENING 11/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/20 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 07/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 160.00 16.000 160.00 16.000 160 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 051 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 145.00 29.000 145.00 29.000 145 052 ROADSIDE SIGN - ONE POST EA 600.0000 1,200.00 2.000 1,200.00 2.000 1,200 053 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 500.0000 1,000.00 2.000 1,000.00 2.000 1,000 METHOD) 054 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,000.00 519.000 1,038.00 519.000 1,038 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 055 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 2,940.00 1,951.000 3,902.00 1,951.000 3,902 (ENHANCED WET NIGHT VISIBILITY) 056 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 760.00 425.000 850.00 425.000 850 (ENHANCED WET NIGHT VISIBILITY) 057 MODIFYING EXISTING ELECTRICAL SYSTEM LS 86,193.0000 86,193.00 1.000 86,193 PROGRAM CAS145 PAGE 4 DATE 07/06/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-4H6604 TIME 09:02 AM ESTIMATE NO. 003 BID OPENING 11/19/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/19/20 R.E. NAME: TAD SAMPSON DATE OF THIS ESTIMATE 07/06/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 91,677.38 822,446.83 ADJUSTMENT OF COMPENSATION -8,038.84 5,286.87 EXTRA WORK 11,333.30 37,503.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 94,971.84 865,237.00 058 MOBILIZATION LS 60,000.0000 60,000.00 1.000 60,000 ORIGINAL CONTRACT AMOUNT 845,740.40 TOTAL WORK COMPLETED 94,971.84 925,237.00 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -3,000.00 -10,000.00 TOTAL 91,971.84 915,237.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 01/02/20 45 04/07/20 04/07/20 06/19/20 38 6 2 0 100% 100% TAD SAMPSON RESIDENT ENGINEER PROGRAM CAS145 DATE 07/06/20