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 07/24/24 EST. NO. 003 TIME 08:20 AM R.E. NAME: GIBBS DANIEL 02-0J6404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0001 2,733.00 E.W. @ L.S.(+) 071024 N 0001 0 2,733.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 2,733.00 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 07/24/24 EST. NO. 003 TIME 08:20 AM R.E. NAME: GIBBS DANIEL 02-0J6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/24 -10,000.00 003 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 07/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J6404 TIME 08:20 AM ESTIMATE NO. 003 BID OPENING 10/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/24/24 LOCATION PROGRESS ESTIMATE 02-PLU-36-R13.6/R14.2 ----------------- BALDWIN CONTRACTING CO., INC. PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE DBA KNIFE RIVER CONSTRUCTION WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE 1764 SKYWAY EAST OF COUNTY ROAD A-13 CHICO CA 95928 FED. AID NO. SNHG-P036(121)E PLACE HMA, MINOR CONCRETE ISLAND PAVING, & ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 325.00 0.750 975 002 TIME-RELATED OVERHEAD (LS) LS 212,500.0000 212,500.00 0.500 106,250.00 0.600 127,500 003 DEVELOP WATER SUPPLY LS 31,619.7500 31,619.75 1.000 31,619.75 1.000 31,619 004 CONSTRUCTION AREA SIGNS LS 8,025.0000 8,025.00 0.250 2,006.25 0.750 6,018 005 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.500 250,000.00 0.600 300,000 006 TYPE III BARRICADE EA 100.0000 1,400.00 20.000 2,000.00 20.000 2,000 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.6000 1,116.00 192.000 691.20 192.000 691 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.6000 10,260.00 3,249.500 11,698.20 3,249.500 11,698 009 CHANNELIZER (SURFACE MOUNTED) EA 75.0000 6,600.00 73.000 5,475.00 73.000 5,475 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 0.100 1,000.00 0.600 6,000 SYSTEMS (LS) 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 6,000.0000 24,000.00 3.000 18,000 012 TEMPORARY RAILING (TYPE K) LF 75.0000 103,500.00 1,280.000 96,000 013 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 5,000.0000 10,000.00 2.000 10,000 014 AUTOMATED FLAGGER ASSISTANCE DEVICE LS 3,600.0000 3,600.00 0.100 360.00 0.600 2,160 015 JOB SITE MANAGEMENT LS 15,000.0000 15,000.00 0.600 9,000.00 0.600 9,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.100 300.00 0.600 1,800 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 1,500.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 3,000.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 020 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 3,350.0000 10,050.00 1.000 3,350 CONTROL) 021 TEMPORARY CHECK DAM LF 20.0000 2,000.00 0.000 0 022 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J6404 TIME 08:20 AM ESTIMATE NO. 003 BID OPENING 10/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 6.5000 6,500.00 550.000 3,575.00 1,050.000 6,825 024 TEMPORARY GRAVEL BAG BERM LF 5.0000 250.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 3.000 15,000 026 STREET SWEEPING LS 20,000.0000 20,000.00 0.500 10,000.00 0.500 10,000 027 TEMPORARY CONCRETE WASHOUT LS 2,500.0000 2,500.00 0.600 1,500.00 0.600 1,500 028 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,910.0000 3,820.00 1.000 1,910 029 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.850 85,000 030 DUST PALLIATIVE LS 4,000.0000 4,000.00 0.600 2,400.00 0.600 2,400 031 ROADWAY EXCAVATION CY 30.0000 669,000.00 10,030.000 300,900.00 22,310.000 669,300 032 SHOULDER BACKING TON 100.0000 75,000.00 0.000 0 033 DITCH EXCAVATION CY 150.0000 28,500.00 133.300 19,995.00 133.300 19,995 034 DECORATIVE BOULDERS EA 700.0000 15,400.00 22.000 15,400.00 22.000 15,400 035 ROCK MULCH SQFT 8.1900 6,552.00 800.000 6,552.00 800.000 6,552 036 PACKET FERTILIZER EA 1.5000 240.00 0.000 0 037 PLANT (GROUP I) EA 167.0000 13,360.00 0.000 0 038 WOOD MULCH CY 385.0000 1,925.00 0.000 0 039 5" ABS COMPOSITE PIPE CONDUIT LF 100.0000 5,000.00 29.000 2,900.00 50.000 5,000 040 DRY SEED (SQFT) SQFT 0.3300 19,305.00 0.000 0 041 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2900 55,680.00 130,680.000 37,897.20 130,680.000 37,897 042 FIBER REINFORCED MATRIX (SQFT) SQFT 0.2200 42,460.00 130,680.000 28,749.60 130,680.000 28,749 043 COMPOST (CY) CY 190.0000 3,800.00 0.000 0 044 INCORPORATE MATERIALS SQFT 1.5000 2,355.00 0.000 0 045 FINISHING ROADWAY LS 25,000.0000 25,000.00 0.000 0 046 CLASS 2 AGGREGATE BASE (CY) CY 120.0000 586,800.00 1,618.420 194,210.40 5,783.820 694,058 047 HOT MIX ASPHALT (TYPE A) TON 165.0000 1,163,250.00 3,539.570 584,029.05 3,539.570 584,029 048 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 15.3000 10,251.00 0.000 0 049 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 150.0000 750.00 0.000 0 AREA) PROGRAM CAS145 PAGE 3 DATE 07/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J6404 TIME 08:20 AM ESTIMATE NO. 003 BID OPENING 10/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 17,600.00 0.000 0 051 STRUCTURAL CONCRETE, HEADWALL CY 4,891.0000 58,692.00 12.000 58,692.00 12.000 58,692 (F) 052 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,500.0000 159,500.00 4.000 22,000.00 8.900 48,950 053 CONCRETE BACKFILL (PIPE TRENCH) CY 1,200.0000 8,400.00 10.000 12,000.00 10.000 12,000 (F) 054 24" PERFORATED PLASTIC PIPE LF 160.0000 2,720.00 17.000 2,720 055 18" CORRUGATED STEEL PIPE (.109" THICK) LF 260.0000 33,800.00 86.100 22,386.00 126.100 32,786 056 24" CORRUGATED STEEL PIPE (.109" THICK) LF 230.0000 241,500.00 368.700 84,801.00 516.700 118,841 057 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 680.0000 19,720.00 4.600 3,128.00 7.000 4,760 (F) 058 FILTER FABRIC (CLASS A) SQYD 3.7500 525.00 16.200 60.75 27.000 101 059 24" STEEL FLARED END SECTION EA 2,000.0000 22,000.00 7.000 14,000.00 9.000 18,000 060 36" PRECAST CONCRETE PIPE INLET LF 1,500.0000 39,000.00 6.200 9,300.00 18.400 27,600 061 REMOVE CULVERT (LF) LF 64.0000 10,880.00 214.400 13,721.60 255.400 16,345 062 REMOVE INLET EA 450.0000 1,350.00 3.000 1,350.00 3.000 1,350 063 REMOVE FLARED END SECTION (EA) EA 600.0000 1,800.00 2.000 1,200.00 3.000 1,800 064 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 350.0000 63,000.00 147.900 51,765.00 147.900 51,765 METHOD B) (CY) 065 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.7500 1,950.00 326.600 1,224.75 326.600 1,224 066 MINOR CONCRETE (CURB) (CY) CY 1,550.0000 372,000.00 75.500 117,025.00 216.000 334,800 067 MINOR CONCRETE (MISCELLANEOUS CY 2,000.0000 6,200.00 0.000 0 CONSTRUCTION) 068 MINOR CONCRETE (ISLAND PAVING) CY 1,400.0000 658,000.00 246.320 344,848.00 431.320 603,848 069 MINOR CONCRETE (COLORED CONCRETE) CY 1,850.0000 536,500.00 273.000 505,050 070 MISCELLANEOUS IRON AND STEEL LB 2.2500 46,800.00 1,452.200 3,267.45 13,350.400 30,038 071 OBLITERATE SURFACING SQYD 4.0000 30,000.00 787.000 3,148.00 787.000 3,148 072 REMOVE FENCE LF 15.0000 4,650.00 308.000 4,620 073 DELINEATOR (CLASS 1) EA 70.0000 6,580.00 0.000 0 074 MILEPOST MARKER EA 70.0000 70.00 0.000 0 075 MARKER (CULVERT) EA 70.0000 910.00 0.000 0 076 TREATMENT BEST MANAGEMENT PRACTICE EA 70.0000 280.00 0.000 0 MARKER PROGRAM CAS145 PAGE 4 DATE 07/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J6404 TIME 08:20 AM ESTIMATE NO. 003 BID OPENING 10/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 OBJECT MARKER (TYPE L) EA 70.0000 140.00 0.000 0 078 REMOVE ROADSIDE SIGN (STEEL POST) EA 300.0000 3,900.00 0.000 0 079 RELOCATE ROADSIDE SIGN EA 500.0000 3,500.00 0.000 0 080 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.7500 4,207.50 0.000 0 (0.080"-UNFRAMED) 081 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 35.0000 3,430.00 0.000 0 (0.063"-FRAMED) 082 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 37.7500 943.75 0.000 0 (0.080"-FRAMED) 083 ROADSIDE SIGN - ONE POST EA 650.0000 9,750.00 0.000 0 084 ROADSIDE SIGN - TWO POST EA 1,000.0000 5,000.00 0.000 0 085 INSTALL ROADSIDE SIGN PANEL ON EXISTING EA 300.0000 300.00 0.000 0 POST 086 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 55.0000 8,250.00 0.000 0 087 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,250.0000 2,250.00 0.000 0 088 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,500.0000 5,500.00 0.000 0 089 THERMOPLASTIC PAVEMENT MARKING SQFT 13.5000 2,835.00 0.000 0 090 THERMOPLASTIC PAVEMENT MARKING SQFT 28.5000 14,250.00 0.000 0 (RECESSED) 091 6" THERMOPLASTIC TRAFFIC STRIPE LF 4.0000 64,000.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 092 6" THERMOPLASTIC TRAFFIC STRIPE LF 3.5000 1,575.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED, BROKEN 12-3) 093 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.9000 2,450.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 094 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.400 600.00 0.600 900 SYSTEM ELEMENTS DURING CONSTRUCTION 095 LIGHTING SYSTEM LS 293,000.0000 293,000.00 0.320 93,760.00 0.640 187,520 096 FLASHING BEACON SYSTEM LS 146,000.0000 146,000.00 0.370 54,020.00 0.740 108,040 097 MODIFYING CAMERA SYSTEMS LS 250,000.0000 250,000.00 0.000 0 098 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 099 TACK COAT TON 1,000.0000 21,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/24/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-0J6404 TIME 08:20 AM ESTIMATE NO. 003 BID OPENING 10/04/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/24 R.E. NAME: GIBBS DANIEL DATE OF THIS ESTIMATE 07/24/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,541,131.20 4,990,804.15 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,733.00 2,733.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,543,864.20 4,993,537.15 100 MOBILIZATION LS 245,000.0000 245,000.00 0.050 12,250.00 1.000 245,000 ORIGINAL CONTRACT AMOUNT 7,277,777.00 TOTAL WORK COMPLETED 2,556,114.20 5,238,537.15 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 2,546,114.20 5,228,537.15 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 01/23/24 85 03/18/24 05/13/24 09/12/24 47 0 0 0 71% 55% PROGRESS IS SATISFACTORY GIBBS DANIEL RESIDENT ENGINEER