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 05/24/22 EST. NO. 018 TIME 08:14 AM R.E. NAME: PETERSEN, THOMAS 05-0L7234 --------------------------------------------------------------------------- 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 05/24/22 EST. NO. 018 TIME 08:14 AM R.E. NAME: PETERSEN, THOMAS 05-0L7234 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISS PAYROLLS -2,000.00 003 MISS PAYROLLS -2,000.00 005 RECD PAYROLLS #04 2,000.00 005 MISS PAYROLLS -2,000.00 006 RECD PAYROLLS #06 2,000.00 007 MISS PAYROLLS -4,000.00 008 RECD PAYROLLS #05 2,000.00 008 MISS PAYROLLS -10,000.00 009 MISS PAYROLLS -10,000.00 010 RECD PAYROLLS #08 4,000.00 010 MISS PAYROLLS -10,000.00 011 MISS PAYROLLS -10,000.00 012 MISS PAYROLLS -10,000.00 013 MISS PAYROLLS -10,000.00 014 MISS PAYROLLS -2,000.00 015 RECD PAYROLLS #13 10,000.00 015 MISS PAYROLLS -2,000.00 016 RECD PAYROLLS 44,000.00 018 44,000.00 -10,000.00 TOTAL DEDUCTIONS 44,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7234 TIME 08:14 AM ESTIMATE NO. 018 BID OPENING 06/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 05/24/22 LOCATION PROGRESS ESTIMATE 05-SLO-58-3.1/ .0 ----------------- SOUZA ENGINEERING CONTRACTING, IN SAN LUIS OBISPO COUNTY ON HWY 58 INC. DBA SOUZA CONSTRUCTION NEAR SANTA MARGARITA AT TROUT CREEK 4027 SANTA FE RD BRIDGE SAN LUIS OBISPO CA 93401 FED. AID NO. N O N E REPLACE BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,475.0000 2,475.00 1.000 2,475 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,300.0000 3,300.00 0.750 2,475 003 TIME-RELATED OVERHEAD (WDAY) WDAY 385.0000 115,500.00 1.000 385.00 214.000 82,390 004 CONSTRUCTION AREA SIGNS LS 4,400.0000 4,400.00 1.000 4,400 005 TRAFFIC CONTROL SYSTEM LS 55,310.0000 55,310.00 1.000 55,310 006 TYPE II BARRICADE EA 30.0000 60.00 0.000 0 007 TYPE III BARRICADE EA 72.0000 504.00 4.000 288 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.8000 1,496.00 194.000 1,707 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 3.3000 2,706.00 650.000 2,145 010 CHANNELIZER (SURFACE MOUNTED) EA 37.4000 2,431.00 58.000 2,169 011 PORTABLE RADAR SPEED FEEDBACK SIGN LS 9,000.0000 9,000.00 1.000 9,000 SYSTEMS 012 TEMPORARY PAVEMENT MARKER EA 26.0000 1,144.00 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 30,000.0000 30,000.00 1.000 30,000 014 TEMPORARY RAILING (TYPE K) LF 21.5000 22,360.00 980.000 21,070 015 TEMPORARY CRASH CUSHION MODULE EA 138.0000 1,518.00 11.000 1,518 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,750.0000 11,000.00 4.000 11,000 SYSTEM 017 JOB SITE MANAGEMENT LS 39,000.0000 39,000.00 1.000 39,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 26,000.0000 26,000.00 0.900 23,400 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 17,500.00 1.000 500.00 16.000 8,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 6,600.00 11.000 6,050 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 022 MOVE-IN/MOVE-OUT EA 550.0000 4,400.00 3.000 1,650 (TEMPORARY EROSION CONTROL) PROGRAM CAS145 PAGE 2 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7234 TIME 08:14 AM ESTIMATE NO. 018 BID OPENING 06/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 1.4100 21,150.00 6,368.000 8,978 (BONDED FIBER MATRIX) 024 TEMPORARY CHECK DAM LF 13.0000 5,330.00 0.000 0 025 TEMPORARY FIBER ROLL LF 5.5000 11,000.00 500.000 2,750 026 TEMPORARY GRAVEL BAG BERM LF 21.0000 4,830.00 115.000 2,415 027 TEMPORARY LARGE SEDIMENT BARRIER LF 23.0000 6,900.00 150.000 3,450 028 TEMPORARY CONSTRUCTION ENTRANCE EA 2,633.0000 10,532.00 1.000 2,633 029 TEMPORARY CONCRETE WASHOUT LS 11,000.0000 11,000.00 1.000 11,000 030 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.5800 5,012.00 1,515.000 5,423 STRIPE (HAZARDOUS WASTE) 031 WORK AREA MONITORING (BRIDGE) LS 27,000.0000 27,000.00 1.000 27,000 032 TREATED WOOD WASTE LB 0.4500 4,932.00 11,420.000 5,139 033 BIRD AND BAT EXCLUSION DEVICES LS 14,000.0000 14,000.00 1.000 14,000 034 TEMPORARY HIGH-VISIBILITY FENCE LF 8.0000 1,600.00 200.000 1,600 035 CLEARING AND GRUBBING (LS) LS 20,000.0000 20,000.00 1.000 20,000 036 ROADWAY EXCAVATION CY 48.0000 58,560.00 1,554.000 74,592 037 ROADWAY EXCAVATION (TOPSOIL) CY 39.0000 6,240.00 160.000 6,240 038 CHANNEL EXCAVATION CY 21.0000 2,100.00 100.000 2,100 039 STRUCTURE EXCAVATION (TYPE D) CY 266.0000 156,408.00 588.000 156,408 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 240.0000 83,280.00 347.000 83,280 (F) 041 ROADSIDE CLEARING LS 5,500.0000 5,500.00 1.000 5,500 042 DECORATIVE BOULDERS EA 360.0000 2,160.00 6.000 2,160 043 SOIL AMENDMENT CY 99.0000 1,386.00 14.000 1,386 044 ORGANIC FERTILIZER LB 2.2000 286.00 65.000 143 045 PLANT (GROUP H) EA 19.8000 11,286.00 310.000 6,138 046 PLANT (GROUP O) EA 20.9000 2,508.00 106.000 2,215 047 PLANT (GROUP A) EA 26.0000 8,580.00 328.000 8,528 048 PLANT ESTABLISHMENT WORK LS 41,382.0000 41,382.00 0.080 3,310.56 0.440 18,208 049 WOOD MULCH CY 77.8300 5,136.78 33.000 2,568 PROGRAM CAS145 PAGE 3 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7234 TIME 08:14 AM ESTIMATE NO. 018 BID OPENING 06/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1" WYE STRAINER ASSEMBLY EA 649.0000 1,298.00 2.000 1,298 051 3/4" DRIP IRRIGATION TUBING LF 4.5000 7,740.00 1,720.000 7,740 (F) 052 CAM COUPLER ASSEMBLY EA 673.0000 1,346.00 2.000 1,346 053 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.5000 7,572.50 1,165.000 7,572 (F) LINE) 054 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 990.0000 1,980.00 1.000 990 055 DUFF (SQFT) SQFT 0.3100 4,402.00 7,100.000 2,201 056 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7700 8,778.00 11,325.000 8,720 057 COMPOST SOCK LF 9.3500 18,513.00 1,945.000 18,185 058 HYDROSEED SQFT 0.1100 4,895.00 34,245.000 3,766 059 COMPOST (CY) CY 55.0000 9,350.00 138.000 7,590 060 CLASS 2 AGGREGATE BASE (CY) CY 107.0000 25,680.00 602.080 64,422 061 HOT MIX ASPHALT (TYPE A) TON 164.0000 73,800.00 611.240 100,243 062 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 32.0000 4,480.00 136.000 4,352 063 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 32.0000 640.00 20.000 640 064 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 32.0000 1,600.00 59.000 1,888 065 PLACE HOT MIX ASPHALT SQYD 82.0000 246.00 3.000 246 (MISCELLANEOUS AREA) 066 TACK COAT TON 4,100.0000 4,100.00 0.580 2,378 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 10,320.00 1,326.000 15,912 068 30" PERMANENT STEEL CASING LF 224.4000 142,494.00 594.110 133,318 069 48" PERMANENT STEEL CASING LF 363.0000 95,832.00 245.080 88,964 070 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 348.0000 200,448.00 617.290 214,816 071 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 347.0000 220,345.00 594.110 206,156 072 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 521.0000 191,728.00 386.920 201,585 073 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 756.0000 199,584.00 245.080 185,280 074 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 655.0000 92,355.00 141.000 92,355 (F) 075 STRUCTURAL CONCRETE, BRIDGE CY 1,725.0000 350,175.00 203.000 350,175 (F) 076 STRUCTURAL CONCRETE, BRIDGE CY 1,840.0000 169,280.00 92.000 169,280 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 4 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7234 TIME 08:14 AM ESTIMATE NO. 018 BID OPENING 06/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 79.5000 297,807.00 3,746.000 297,807 SLAB (TYPE SI) 078 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,898.0000 62,634.00 33.000 62,634 UNIT 079 JOINT SEAL (MR 1/2") LF 145.0000 16,530.00 114.000 16,530 080 BAR REINFORCING STEEL (BRIDGE) LB 1.8200 304,691.66 167,413.000 304,691 (F) 081 STRUCTURAL STEEL (PIPE PIN) LB 14.0000 17,710.00 1,265.000 17,710 (F) 082 BRIDGE REMOVAL LS 148,000.0000 148,000.00 1.000 148,000 083 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 39.0000 2,223.00 46.000 1,794 (.079" THICK) 084 12" ENTRANCE TAPER EA 966.0000 2,898.00 3.000 2,898 085 ROCK SLOPE PROTECTION CY 132.0000 92,400.00 700.000 92,400 (300 LB, CLASS IV, METHOD B) (CY) 086 ROCK SLOPE PROTECTION CY 262.0000 2,096.00 8.000 2,096 (60 LB, CLASS II, METHOD B) (CY) 087 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 10.0000 5,400.00 540.000 5,400 088 STAIN GALVANIZED SURFACES (LS) LS 27,000.0000 27,000.00 1.000 27,000 089 FENCE (TYPE BW, 5-STRAND, METAL POST) LF 14.0000 7,980.00 500.000 7,000 090 TEMPORARY FENCE LF 11.0000 8,140.00 0.000 0 091 4' WIRE MESH GATE EA 902.0000 3,608.00 4.000 3,608 092 REMOVE FENCE (TYPE BW) LF 5.0000 2,750.00 550.000 2,750 093 REMOVE PAVEMENT MARKER EA 6.0000 456.00 76.000 456 094 DELINEATOR (CLASS 1) EA 61.0000 1,403.00 31.000 1,891 095 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.6000 1,584.00 97.000 640 096 OBJECT MARKER EA 110.0000 660.00 6.000 660 097 REMOVE ROADSIDE SIGN EA 88.0000 704.00 8.000 704 098 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 1,116.00 62.000 1,116 (0.063"-UNFRAMED) 099 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 102 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 103 ROADSIDE SIGN - ONE POST EA 253.0000 1,771.00 7.000 1,771 PROGRAM CAS145 PAGE 5 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7234 TIME 08:14 AM ESTIMATE NO. 018 BID OPENING 06/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - TWO POST EA 401.0000 1,203.00 3.000 1,203 105 TRANSITION RAILING (TYPE WB-31) EA 4,961.0000 19,844.00 4.000 19,844 106 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,006.0000 16,024.00 4.000 16,024 107 CALIFORNIA ST-70 BRIDGE RAIL LF 531.0000 123,723.00 233.000 123,723 (F) 108 REMOVE GUARDRAIL LF 10.0000 2,700.00 270.000 2,700 109 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.6500 5,841.00 4,585.000 7,565 110 THERMOPLASTIC PAVEMENT MARKING SQFT 28.0000 2,436.00 56.000 1,568 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,120.00 1,250.000 1,250 (BROKEN 36-12) 112 REMOVE PAINTED TRAFFIC STRIPE LF 2.0000 2,640.00 919.000 1,838 113 REMOVE PAINTED PAVEMENT MARKING SQFT 10.0000 1,700.00 170.000 1,700 114 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 21.0000 1,176.00 58.000 1,218 115 CONDUIT SYSTEM LS 34,000.0000 34,000.00 1.000 34,000 116 TEMPORARY SIGNAL SYSTEMS LS 175,000.0000 175,000.00 1.000 175,000 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 336.00 24.000 336 (0.080"-UNFRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 24.0000 3,360.00 140.000 3,360 (0.080"-FRAMED) PROGRAM CAS145 PAGE 6 DATE 05/24/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0L7234 TIME 08:14 AM ESTIMATE NO. 018 BID OPENING 06/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/22 R.E. NAME: PETERSEN, THOMAS DATE OF THIS ESTIMATE 05/24/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,195.56 4,062,213.54 ADJUSTMENT OF COMPENSATION 0.00 -28,486.25 EXTRA WORK 0.00 130,772.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,195.56 4,164,499.54 120 MOBILIZATION LS 459,164.0000 459,164.00 1.000 459,164 ORIGINAL CONTRACT AMOUNT 4,599,612.94 TOTAL WORK COMPLETED 4,195.56 4,623,663.54 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 44,000.00 -10,000.00 TOTAL 48,195.56 4,613,663.54 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 07/17/20 550 10/16/20 10/16/20 06/13/22 214 208 -71 0 98% 45% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY PETERSEN, THOMAS RESIDENT ENGINEER