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 05/01/20 EST. NO. 029 TIME 04:22 PM R.E. NAME: COLLINS, RON 02-1C7504 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 010 0001 2,670.36 E.W. @ F.A.(+) 021920 N 0001 0 0002 5,947.16 022020 N 0002 0 0003 986.95 022120 N 0003 0 0004 2,952.09 022220 N 003 0 12,556.56 TOTAL THIS ESTIMATE 225,841.57 TOTAL PREVIOUS ESTIMATE 238,398.13 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 05/01/20 EST. NO. 029 TIME 04:22 PM R.E. NAME: COLLINS, RON 02-1C7504 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 3/18 -2,000.00 002 RTN DEDUCT 3/18 2,000.00 003 PER LTTR DATED 08/18 -1,000.00 007 RELEASE DEDUCT 8/18 1,000.00 008 PER LTR DATED 5/19 -10,000.00 017 RTN DEDUCT 5/19 10,000.00 018 PER LTR DATED 8/19 -2,000.00 021 PER LTR DATED 9/19 -4,000.00 022 RCVD 8/19 DEDUCT 2,000.00 025 RCVD 9/19 DEDUCT 4,000.00 025 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1C7504 TIME 04:22 PM ESTIMATE NO. 029 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 05/01/20 LOCATION PROGRESS ESTIMATE 02-PLU-70-14.9/ .0 ----------------- STEWART ENGINEERING INC IN PLUMAS COUNTY NEAR BELDEN AT 5323 EASTSIDE RD YELLOW CREEK BRIDGE #09-0008 REDDING CA 96001 FED. AID NO. ACST-P070(133)E BRIDGE REPLACEMENT - SEISMIC ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,680.0000 3,680.00 1.000 3,680 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 37,300.0000 37,300.00 0.750 27,975 003 TIME-RELATED OVERHEAD (LS) LS 210,784.0000 210,784.00 0.987 208,043 004 DEVELOP WATER SUPPLY LS 45,000.0000 45,000.00 0.987 44,415 005 CONSTRUCTION AREA SIGNS LS 11,500.0000 11,500.00 0.800 9,200 006 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.987 217,140 007 TYPE III BARRICADE EA 89.0000 2,136.00 18.000 1,602 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.7500 5,320.00 775.000 3,681 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 2,541.00 4,363.000 1,308 010 CHANNELIZER (SURFACE MOUNTED) EA 79.0000 7,505.00 57.000 4,503 011 TEMPORARY SIGNAL SYSTEM LS 320,000.0000 320,000.00 0.850 272,000 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 46,800.0000 46,800.00 0.987 46,191 013 TEMPORARY RAILING (TYPE K) LF 16.8000 35,280.00 1,580.000 26,544 014 TEMPORARY CRASH CUSHION SYSTEM EA 5,540.0000 77,560.00 -1.000 -5,540.00 8.000 44,320 015 JOB SITE MANAGEMENT LS 78,000.0000 78,000.00 0.987 76,986 016 TEMPORARY CREEK DIVERSION LS 173,000.0000 173,000.00 0.800 138,400 017 PREPARE STORM WATER POLLUTION PREVENTION LS 8,400.0000 8,400.00 0.800 6,720 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 23,500.00 3.000 1,500.00 35.000 17,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 700.0000 61,600.00 21.000 14,700 020 SURFACE WATER SAMPLING AND ANALYSIS DAY 380.0000 9,500.00 23.000 8,740 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 SURFACE WATER QUALITY MONITORING REPORT EA 1,075.0000 3,225.00 6.000 6,450 PROGRAM CAS145 PAGE 2 DATE 05/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1C7504 TIME 04:22 PM ESTIMATE NO. 029 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 05/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 770.0000 3,080.00 1.000 770 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 1.3000 8,203.00 300.000 390 (BONDED FIBER MATRIX) 025 TEMPORARY SOIL BINDER SQYD 1.3000 3,939.00 0.000 0 026 TEMPORARY CHECK DAM LF 18.0000 720.00 7.000 126 027 TEMPORARY DRAINAGE INLET PROTECTION EA 526.0000 1,578.00 2.000 1,052 028 TEMPORARY FIBER ROLL LF 6.4000 14,080.00 2,620.000 16,768 029 TEMPORARY GRAVEL BAG BERM LF 10.0000 8,000.00 195.000 1,950 030 TEMPORARY SILT FENCE LF 9.0000 3,600.00 540.000 4,860 031 TEMPORARY CONSTRUCTION ENTRANCE EA 3,200.0000 16,000.00 2.000 6,400 032 STREET SWEEPING LS 74,000.0000 74,000.00 0.987 73,038 033 TEMPORARY CONCRETE WASHOUT LS 16,000.0000 16,000.00 0.987 15,792 034 TREATED WOOD WASTE LB 0.2500 1,665.00 7,320.000 1,830 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 85,000.0000 85,000.00 0.660 56,100 036 BIRD EXCLUSION LS 31,000.0000 31,000.00 0.050 1,550.00 0.800 24,800 037 TEMPORARY HIGH-VISIBILITY FENCE LF 5.6000 8,176.00 1,026.000 5,745 038 TEMPORARY PORTABLE TOILET AND HANDWASH EA 9,500.0000 9,500.00 0.987 9,376 STATION 039 CLEARING AND GRUBBING (LS) LS 18,500.0000 18,500.00 1.000 18,500 040 ROADWAY EXCAVATION CY 88.0000 62,480.00 577.400 50,811 041 SHOULDER BACKING TON 186.0000 5,766.00 0.000 0 042 STRUCTURE EXCAVATION (BRIDGE) CY 144.0000 188,352.00 1,308.000 188,352 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) CY 400.0000 515,200.00 1,288.000 515,200 (F) 044 STRUCTURE EXCAVATION (TYPE Z-2) CY 380.0000 40,660.00 72.000 27,360 (AERIALLY DEPOSITED LEAD) 045 STRUCTURE BACKFILL (BRIDGE) CY 136.0000 116,008.00 600.000 81,600 (F) 046 STRUCTURE BACKFILL (RETAINING WALL) CY 146.0000 150,234.00 41.000 5,986.00 979.000 142,934 (F) 047 PERVIOUS BACKFILL MATERIAL CY 320.0000 14,400.00 20.200 6,464 (F) 048 PERVIOUS BACKFILL MATERIAL (RETAINING CY 230.0000 5,658.00 19.600 4,508 (F) WALL) 049 HYDROSEED SQFT 0.3100 11,966.00 8,200.000 2,542 PROGRAM CAS145 PAGE 3 DATE 05/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1C7504 TIME 04:22 PM ESTIMATE NO. 029 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 05/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE (CY) CY 140.0000 92,400.00 306.100 42,854 051 HOT MIX ASPHALT (TYPE A, WARM MIX TON 257.0000 447,180.00 431.030 110,774 TECHNOLOGY) 052 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 31.0000 4,960.00 0.000 0 053 PLACE HOT MIX ASPHALT SQYD 26.0000 8,580.00 286.900 7,459 (MISCELLANEOUS AREA) 054 TACK COAT TON 970.0000 1,649.00 0.000 0 055 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.4000 12,768.00 0.000 0 056 36" PEMANENT STEEL CASING LF 220.0000 150,700.00 684.500 150,590 057 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 67.0000 6,767.00 100.750 6,750 058 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 301.0000 206,185.00 684.750 206,109 059 24" CAST-IN-DRILLED-HOLE CONCRETE LF 403.0000 872,495.00 2,165.000 872,495 PILING (ROCK SOCKET) 060 PRESTRESSING CAST-IN-PLACE CONCRETE LS 191,500.0000 191,500.00 0.410 78,515 061 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 800.0000 160,800.00 201.000 160,800 (F) 062 STRUCTURAL CONCRETE, BRIDGE CY 1,125.0000 999,000.00 483.500 543,937 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 1,283.0000 472,144.00 148.000 189,884 (F) (POLYMER FIBER) 064 STRUCTURAL CONCRETE, RETAINING WALL CY 1,577.0000 503,063.00 319.000 503,063 (F) 065 STRUCTURAL CONCRETE, HEADWALL CY 1,530.0000 8,109.00 5.300 8,109 (F) 066 STRUCTURAL CONCRETE, DRAINAGE INLET CY 5,248.0000 10,496.00 2.000 10,496 (F) 067 CONCRETE SURFACE TEXTURE SQFT 31.0000 96,348.00 3,108.000 96,348 (F) 068 JOINT SEAL ASSEMBLY (MR 3") LF 400.0000 41,600.00 0.000 0 069 BAR REINFORCING STEEL (BRIDGE) LB 1.3300 279,089.86 170,615.000 226,917 (F) 070 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1100 77,103.93 69,463.000 77,103 (F) 071 BAR REINFORCING STEEL (EPOXY COATED) LB 1.9500 311,360.40 73,362.000 143,055 (F) (BRIDGE) 072 PUBLIC SAFETY PLAN LS 9,450.0000 9,450.00 1.000 9,450 073 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 4.2300 38,928.69 0.000 0 074 FURNISH POLYESTER CONCRETE OVERLAY CF 81.0000 61,722.00 0.000 0 075 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.0000 64,421.00 0.000 0 (F) 076 BRIDGE REMOVAL LS 396,000.0000 396,000.00 0.865 342,540 PROGRAM CAS145 PAGE 4 DATE 05/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1C7504 TIME 04:22 PM ESTIMATE NO. 029 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 05/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" CORRUGATED STEEL PIPE (.109" THICK) LF 118.0000 28,320.00 115.000 13,570.00 198.000 23,364 078 36" CORRUGATED STEEL PIPE (.138" THICK) LF 377.0000 26,390.00 70.000 26,390 079 18" STEEL FLARED END SECTION EA 400.0000 800.00 1.000 400.00 2.000 800 080 36" PRECAST CONCRETE PIPE INLET LF 580.0000 2,320.00 4.000 2,320 081 ABANDON CULVERT (LF) LF 22.0000 2,860.00 81.000 1,782 082 REMOVE CULVERT (LF) LF 36.0000 1,152.00 32.000 1,152.00 32.000 1,152 083 SAND BACKFILL CY 325.0000 5,850.00 18.000 5,850 084 ROCK SLOPE PROTECTION CY 279.0000 61,380.00 127.000 35,433 (1T, CLASS VIII, METHOD A) 085 ROCK SLOPE PROTECTION CY 230.0000 75,900.00 218.000 50,140 (1/2 T, CLASS VII, METHOD A) (CY) 086 ROCK SLOPE PROTECTION CY 211.0000 54,860.00 233.000 49,163 (60 LB, CLASS II, METHOD B) (CY) 087 MISCELLANEOUS IRON AND STEEL LB 4.0000 1,816.00 454.000 1,816 (F) 088 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 15,921.00 589.700 5,307 (F) 089 UTILITY RELOCATION (PG&E) LS 146,500.0000 146,500.00 0.600 87,900 090 UTILITY RELOCATION (AT&T) LS 76,800.0000 76,800.00 1.000 76,800 091 PREPARE AND STAIN CONCRETE SQFT 8.5000 57,120.00 2,060.000 17,510 092 CHAIN LINK FENCE (TYPE CL-4) LF 95.0000 22,800.00 100.000 9,500 093 12' CHAIN LINK GATE (TYPE CL-4) EA 2,000.0000 2,000.00 1.000 2,000 094 REMOVE CHAIN LINK FENCE LF 29.0000 7,250.00 0.000 0 095 DELINEATOR (CLASS 2) EA 60.0000 1,200.00 0.000 0 096 PAVEMENT MARKER EA 77.0000 6,160.00 0.000 0 (RETROREFLECTIVE-RECESSED) 097 MILEPOST MARKER EA 83.0000 83.00 0.000 0 098 MARKER (CULVERT) EA 83.0000 249.00 0.000 0 099 OBJECT MARKER (TYPE P) EA 83.0000 332.00 0.000 0 100 OBJECT MARKER (TYPE L-1) EA 83.0000 498.00 0.000 0 101 REMOVE MARKER EA 83.0000 581.00 7.000 581 102 REMOVE ROADSIDE SIGN EA 100.0000 800.00 4.000 400 103 RESET ROADSIDE SIGN EA 267.0000 267.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 05/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1C7504 TIME 04:22 PM ESTIMATE NO. 029 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 05/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 192.00 0.000 0 (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 636.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 240.00 0.000 0 (0.080"-FRAMED)FOR RETROREFLECTIVE SHEETING (TYPE XI) 107 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 6.0000 384.00 0.000 0 108 ROADSIDE SIGN - ONE POST EA 327.0000 1,962.00 0.000 0 109 ROADSIDE SIGN - TWO POST EA 653.0000 653.00 0.000 0 110 MIDWEST GUARDRAIL SYSTEM LF 35.0000 6,650.00 175.000 6,125 111 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 53.0000 5,300.00 187.500 9,937 112 TUBULAR BICYCLE RAILING LF 112.0000 69,328.00 0.000 0 (F) 113 SINGLE THRIE BEAM BARRIER LF 71.0000 4,899.00 75.000 5,325 114 CABLE RAILING LF 35.0000 11,200.00 134.000 4,690 115 TRANSITION RAILING (TYPE WB-31) EA 4,750.0000 9,500.00 1.000 4,750 116 END CAP (TYPE TC) EA 296.0000 296.00 1.000 296 117 END ANCHOR ASSEMBLY (TYPE SFT) EA 890.0000 890.00 1.000 890 118 INTERMEDIATE ANCHOR EA 890.0000 890.00 1.000 890 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,562.0000 3,562.00 1.000 3,562 120 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,969.0000 8,907.00 2.000 5,938 121 ALTERNATIVE CRASH CUSHION SYSTEM EA 39,000.0000 39,000.00 0.000 0 122 CONCRETE BARRIER (TYPE 80A MODIFIED) LF 534.0000 97,722.00 138.200 73,798 (F) 123 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 422.0000 183,992.00 218.000 91,996 (F) 124 REMOVE GUARDRAIL LF 12.0000 5,040.00 416.000 4,992 125 THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 4,090.00 0.000 0 126 THERMOPLASTIC PAVEMENT MARKING SQFT 50.0000 3,500.00 0.000 0 127 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 3,810.00 3,632.000 3,632 PROGRAM CAS145 PAGE 6 DATE 05/01/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-1C7504 TIME 04:22 PM ESTIMATE NO. 029 BID OPENING 06/07/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/20 R.E. NAME: COLLINS, RON DATE OF THIS ESTIMATE 05/01/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 18,618.00 6,843,653.85 ADJUSTMENT OF COMPENSATION 0.00 1,600.00 EXTRA WORK 12,556.56 236,798.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 31,174.56 7,082,051.98 128 MOBILIZATION LS 910,000.0000 910,000.00 1.000 910,000 ORIGINAL CONTRACT AMOUNT 10,300,067.88 TOTAL WORK COMPLETED 31,174.56 7,992,051.98 MATERIALS ON HAND ON SITE 5,144.00 79,147.00 DEDUCTIONS 0.00 0.00 TOTAL 36,318.56 8,071,198.98 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 02/02/18 315 04/03/18 04/03/18 04/28/20 332 176 24 0 75% 98% PROGRESS UNSATISFACTORY COLLINS, RON RESIDENT ENGINEER PROGRAM CAS145 DATE 05/01/20