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 07/22/22 EST. NO. 006 TIME 02:34 PM R.E. NAME: DWAYNE GRANDY/JOHN SCOTT 03-2H6304 --------------------------------------------------------------------------- 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 07/22/22 EST. NO. 006 TIME 02:34 PM R.E. NAME: DWAYNE GRANDY/JOHN SCOTT 03-2H6304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 7/2022 -2,000.00 006 -2,000.00 -2,000.00 TOTAL DEDUCTIONS -2,000.00 -2,000.00 PROGRAM CAS145 PAGE 1 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6304 TIME 02:34 PM ESTIMATE NO. 006 BID OPENING 07/21/21 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: DWAYNE GRANDY/JOHN SCOTT DATE OF THIS ESTIMATE 07/22/22 LOCATION PROGRESS ESTIMATE 03-BUT-162-18.4/19.9 ----------------- DESILVA GATES CONSTRUCTION ON ROUTE 162 FROM FOOTHILL BLVD TO 11555 DUBLIN BLVD.; GOLD COUNTRY CASINO. DUBLIN CA 94568 FED. AID NO. HSST-P162(42)E CONSTRUCT TURN POCKETS, WIDEN ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.250 1,250 003 TIME-RELATED OVERHEAD (LS) LS 800,000.0000 800,000.00 0.167 133,600.00 0.259 207,200 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 24,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 16,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.166 1,660.00 0.258 2,580 007 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.034 442.00 0.652 8,476 008 TRAFFIC CONTROL SYSTEM LS 424,878.0000 424,878.00 0.166 70,529.75 0.258 109,618 009 TYPE III BARRICADE EA 60.0000 780.00 4.000 240.00 4.000 240 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4000 15,640.00 20,571.000 8,228.40 20,571.000 8,228 011 PLASTIC TRAFFIC DRUMS EA 60.0000 27,000.00 94.000 5,640.00 139.000 8,340 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 0.258 5,160.00 0.258 5,160 013 TEMPORARY RAILING (TYPE K) LF 23.0000 163,760.00 3,440.000 79,120.00 3,440.000 79,120 014 TEMPORARY CRASH CUSHION EA 3,500.0000 80,500.00 10.000 35,000.00 10.000 35,000 015 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.166 3,320.00 0.258 5,160 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,400.0000 2,400.00 0.750 1,800 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 22,000.00 2.000 1,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 15,800.00 0.000 0 019 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 700.0000 4,200.00 1.000 700.00 1.000 700 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7000 7,700.00 0.000 0 (BONDED FIBER MATRIX) 022 TEMPORARY COVER SQYD 3.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6304 TIME 02:34 PM ESTIMATE NO. 006 BID OPENING 07/21/21 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: DWAYNE GRANDY/JOHN SCOTT DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 17.0000 5,100.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 5,950.00 1.000 350 025 TEMPORARY FIBER ROLL LF 4.0000 14,000.00 3,838.000 15,352 026 TEMPORARY SILT FENCE LF 4.0000 14,000.00 477.000 1,908.00 9,291.000 37,164 027 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 30,000.00 0.000 0 028 STREET SWEEPING LS 25,000.0000 25,000.00 0.166 4,150.00 0.258 6,450 029 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 0.000 0 030 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 200.0000 4,400.00 0.000 0 031 WATER QUALITY MONITORING REPORT EA 50.0000 600.00 0.000 0 032 WATER QUALITY ANNUAL REPORT EA 250.0000 750.00 0.000 0 033 TREATED WOOD WASTE LB 1.0000 4,070.00 0.000 0 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 10,000.0000 10,000.00 0.250 2,500 035 TEMPORARY HIGH-VISIBILITY FENCE LF 5.0000 9,050.00 1,598.000 7,990 036 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 037 ROADWAY EXCAVATION CY 25.0000 822,500.00 17,377.000 434,425.00 27,377.000 684,425 038 SHOULDER BACKING TON 30.0000 28,200.00 0.000 0 039 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 56,700.00 2,500.000 7,500.00 2,500.000 7,500 CLASS B2 040 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 700.0000 4,200.00 1.000 700.00 1.000 700 041 BONDED FIBER MATRIX (MIX 1) SQFT 0.1300 13,390.00 0.000 0 042 BONDED FIBER MATRIX (MIX 2) SQFT 0.1500 9,375.00 0.000 0 043 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7000 4,830.00 0.000 0 044 HYDROMULCH (FRM) SQFT 0.1500 32,025.00 0.000 0 045 FIBER ROLLS LF 3.0000 45,900.00 4,231.500 12,694.50 4,231.500 12,694 046 HYDROSEED (HBGM) SQFT 0.1500 32,025.00 0.000 0 047 COMPOST (CY) CY 54.0000 23,760.00 0.000 0 048 INCORPORATE MATERIALS SQFT 0.0700 3,878.00 0.000 0 049 PERMANENT EROSION CONTROL ESTABLISHMENT LS 20,000.0000 20,000.00 0.000 0 WORK PROGRAM CAS145 PAGE 3 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6304 TIME 02:34 PM ESTIMATE NO. 006 BID OPENING 07/21/21 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: DWAYNE GRANDY/JOHN SCOTT DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 65.0000 588,900.00 0.000 0 051 REPLACE ASPHALT CONCRETE SURFACING CY 320.0000 48,000.00 0.000 0 052 HOT MIX ASPHALT (TYPE A) TON 80.0000 601,600.00 0.000 0 053 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 100.0000 663,000.00 0.000 0 054 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 302,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 055 DATA CORE LS 5,000.0000 5,000.00 0.000 0 056 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 4.0000 9,000.00 0.000 0 057 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 4.0000 276.00 0.000 0 058 PLACE HOT MIX ASPHALT SQYD 20.0000 70,600.00 0.000 0 (MISCELLANEOUS AREA) 059 TACK COAT TON 2,500.0000 57,500.00 0.000 0 060 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 10.0000 80,400.00 0.000 0 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,100.0000 54,600.00 6.600 13,860.00 6.600 13,860 (F) 062 24" ALTERNATIVE PIPE CULVERT LF 170.0000 8,330.00 0.000 0 063 CONCRETE BACKFILL (PIPE TRENCH) CY 545.0000 4,905.00 9.000 4,905 (F) 064 12" REINFORCED CONCRETE PIPE LF 240.0000 12,240.00 51.000 12,240.00 51.000 12,240 065 18" REINFORCED CONCRETE PIPE LF 310.0000 161,200.00 128.000 39,680.00 248.000 76,880 066 24" REINFORCED CONCRETE PIPE LF 455.0000 300,300.00 90.000 40,950.00 514.000 233,870 067 36" REINFORCED CONCRETE PIPE LF 555.0000 3,330.00 0.000 0 068 12" CORRUGATED STEEL PIPE (.079" THICK) LF 200.0000 8,000.00 0.000 0 069 24" CORRUGATED STEEL PIPE (.109" THICK) LF 300.0000 6,900.00 47.500 14,250.00 47.500 14,250 070 48" CORRUGATED HIGH DENSITY LF 460.0000 38,180.00 80.000 36,800.00 80.000 36,800 POLYETHYLENE PIPE 071 18" CONCRETE FLARED END SECTION EA 2,000.0000 6,000.00 1.000 2,000.00 1.000 2,000 072 24" CONCRETE FLARED END SECTION EA 2,150.0000 10,750.00 2.000 4,300.00 2.000 4,300 073 72" PRECAST CONCRETE PIPE MANHOLE LF 1,550.0000 17,050.00 3.000 4,650.00 3.000 4,650 074 ABANDON CULVERT (LF) LF 45.0000 14,400.00 0.000 0 075 REMOVE CULVERT (LF) LF 70.0000 51,100.00 78.600 5,502.00 314.800 22,036 076 REMOVE PIPE (LF) LF 135.0000 36,450.00 58.900 7,951.50 58.900 7,951 PROGRAM CAS145 PAGE 4 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6304 TIME 02:34 PM ESTIMATE NO. 006 BID OPENING 07/21/21 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: DWAYNE GRANDY/JOHN SCOTT DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE INLET EA 2,000.0000 6,000.00 0.000 0 078 REMOVE HEADWALL EA 4,250.0000 8,500.00 3.000 12,750 079 REMOVE FLARED END SECTION (EA) EA 465.0000 930.00 1.000 465.00 2.000 930 080 SAND BACKFILL CY 170.0000 1,445.00 0.000 0 081 18" CURED-IN-PLACE PIPELINER LF 260.0000 62,400.00 0.000 0 082 24" CURED-IN-PLACE PIPELINER LF 185.0000 25,900.00 0.000 0 083 ROCK SLOPE PROTECTION CY 150.0000 8,700.00 57.000 8,550.00 57.000 8,550 (1/4 T, CLASS V, METHOD B) (CY) 084 ROCK SLOPE PROTECTION CY 300.0000 1,800.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 085 ROCK SLOPE PROTECTION CY 400.0000 14,800.00 30.900 12,360.00 30.900 12,360 (60 LB, CLASS II, METHOD B) (CY) 086 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 500.00 118.290 236.58 118.290 236 087 MISCELLANEOUS IRON AND STEEL LB 4.0000 11,564.00 852.000 3,408.00 852.000 3,408 (F) 088 RELOCATE MAILBOX EA 250.0000 3,000.00 0.000 0 089 FENCE (TYPE BW, 4-STRAND, METAL POST) LF 13.0000 30,940.00 0.000 0 090 TEMPORARY FENCE (TYPE CL-6) LF 15.0000 1,395.00 0.000 0 091 CHAIN LINK FENCE (TYPE CL-6) LF 40.0000 41,600.00 0.000 0 092 REMOVE FENCE LF 4.4000 22,132.00 5,030.000 22,132 093 DELINEATOR (CLASS 1) EA 40.0000 1,920.00 0.000 0 094 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 3,400.00 0.000 0 095 MILEPOST MARKER EA 50.0000 150.00 0.000 0 096 MARKER (CULVERT) EA 45.0000 1,260.00 0.000 0 097 REMOVE ROADSIDE SIGN EA 100.0000 900.00 9.000 900.00 9.000 900 098 RESET ROADSIDE SIGN EA 225.0000 2,475.00 0.000 0 099 RELOCATE SIGN PANEL EA 150.0000 300.00 0.000 0 100 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,220.00 0.000 0 (0.063"-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 480.00 0.000 0 (0.080"-UNFRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 38.0000 570.00 0.000 0 (0.063"-FRAMED) 103 ROADSIDE SIGN - ONE POST EA 325.0000 2,600.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6304 TIME 02:34 PM ESTIMATE NO. 006 BID OPENING 07/21/21 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: DWAYNE GRANDY/JOHN SCOTT DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - TWO POST EA 450.0000 450.00 0.000 0 105 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 35.0000 147,700.00 0.000 0 106 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 98,000.00 0.000 0 107 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 4,500.00 0.000 0 108 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,650.0000 14,600.00 0.000 0 109 REMOVE GUARDRAIL LF 5.0000 1,650.00 330.000 1,650.00 330.000 1,650 110 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 4,020.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 111 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 140.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 112 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 113 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.0000 1,260.00 0.000 0 114 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 18,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 115 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,140.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 116 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 6,660.00 0.000 0 117 REMOVE PAINTED PAVEMENT MARKING SQFT 4.0000 336.00 0.000 0 118 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 4,038.00 9,503.000 5,701.80 9,503.000 5,701 119 LOCATING AND MAPPING UNDERGROUND LS 20,000.0000 20,000.00 0.500 10,000 FACILITIES 120 LIGHTING SYSTEM LS 170,000.0000 170,000.00 0.000 0 121 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 158,000.0000 158,000.00 0.309 48,822.00 0.309 48,822 122 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 123 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.950 237,500 PROGRAM CAS145 PAGE 6 DATE 07/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2H6304 TIME 02:34 PM ESTIMATE NO. 006 BID OPENING 07/21/21 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: DWAYNE GRANDY/JOHN SCOTT DATE OF THIS ESTIMATE 07/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,069,294.53 2,049,181.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,069,294.53 2,049,181.30 124 MOBILIZATION LS 800,000.0000 800,000.00 0.200 160,000.00 0.950 760,000 ORIGINAL CONTRACT AMOUNT 8,037,047.00 TOTAL WORK COMPLETED 1,229,294.53 2,809,181.30 MATERIALS ON HAND ON SITE -148,931.64 204,564.04 DEDUCTIONS -2,000.00 -2,000.00 TOTAL 1,078,362.89 3,011,745.34 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 08/26/21 120 04/01/22 12/06/21 11/29/22 31 127 0 0 33% 26% PROGRESS IS SATISFACTORY DWAYNE GRANDY/JOHN SCOTT RESIDENT ENGINEER