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 05/26/21 EST. NO. 011 TIME 11:54 AM R.E. NAME: DWAYNE GRANDY 03-3F99U4 --------------------------------------------------------------------------- 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 0003 3,600.00 E.W. @ F.A.(+) 051121 N DGC3 0 010 0004 782.84 E.W. @ F.A.(+) 032721 N MJD065 011 0023 3,540.19 E.W. @ F.A.(+) 100620 N 0197.0 012 0048 7,973.83 E.W. @ F.A.(+) 100920 N MJD023 0107 1,281.31 011321 N MJD046 0108 1,278.86 011421 N MJD047 0109 184.79 011521 N MJD048 0110 2,574.50 011521 N MJD049 0111 10,429.09 011821 N MJD050 0112 1,313.65 011921 N MJD051 0123 3,154.10 020521 N 0195.0 0147 6,087.90 120320 N 0267.0 0154 392.08 011921 N MJD057 0155 1,628.95 020121 N MJD058 0156 2,779.21 020321 N MJD059 0157 5,210.05 030121 N MJD060 0158 1,267.75 031621 N MJD061 0159 1,359.59 032421 N MJD062 0160 1,597.62 032521 N MJD063 0161 1,920.24 032621 N MJD064 0163 1,303.90 032921 N MJD066 0165 439.40 033121 N MJD068 0166 392.24 040121 N MJD070 0167 1,766.04 040121 N MJD071 0168 362.22 040221 N MJD072 0169 1,750.06 040221 N MJD073 0170 6,206.21 040921 N MJD074 0171 2,222.23 041321 N MJD075 0172 871.02 041421 N MJD076 0179 1,402.82 033121 N MJD069 0182 526.47 031921 N 0330.1 013 0041 182.28 E.W. @ F.A.(+) 022721 N 0319.0 0042 4,247.96 022321 N 0320.0 019 0002 10,856.25 E.W. @ L.S.(+) 051921 N CT02 0 021 0019 2,267.79 E.W. @ F.A.(+) 032621 N 0317.0 022 0002 6,160.00 E.W. @ U.P (+) 051921 N CT01.1 026 0001 259,722.00 E.W. @ U.P (+) 051921 N CT01 0 027 0001 74,516.87 A.C. @ U.P.(+) 051921 N CT01 0 032 0001 41,772.50 E.W. @ L.S.(+) 042921 N CT01 0 475,324.81 TOTAL THIS ESTIMATE 1,583,259.33 TOTAL PREVIOUS ESTIMATE 2,058,584.14 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 05/26/21 EST. NO. 011 TIME 11:54 AM R.E. NAME: DWAYNE GRANDY 03-3F99U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER 8/20 LETTER -4,000.00 002 PER LTR DATED 9/20 -10,000.00 003 RELEASE 10/20 LTTR 4,000.00 004 PER 12/20 LETTER -7,000.00 006 PER 2/20 LETTER -10,000.00 008 PER LTR DATED 3/21 -1,000.00 009 RETURN DEDUCT 12/20 7,000.00 009 PER 4/21 LETTER -10,000.00 010 PER 5/21 LETTER -10,000.00 011 RELEASE 3/21 DEDUCT 1,000.00 011 -9,000.00 -40,000.00 TOTAL DEDUCTIONS -9,000.00 -40,000.00 PROGRAM CAS145 PAGE 1 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 LOCATION PROGRESS ESTIMATE 03-SUT-99-39.2/41.4 ----------------- DESILVA GATES CONSTRUCTION LP IN SUTTER COUNTY, IN AND NEAR LIVE 11555 DUBLIN BLVD.; OAK, FROM SOUTH OF COLEMAN AVENUE DUBLIN CA 94568 TO NEVADA STREET (NORTH INTERSECTION). FED. AID NO. ACNH-P099(649)E REHABILITATE PAVEMENT, IMPROVE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.023 115.00 0.423 2,115 003 TIME-RELATED OVERHEAD (LS) LS 1,700,000.0000 1,700,000.00 0.080 136,000.00 0.423 719,100 004 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.080 800.00 0.423 4,230 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.669 16,725 006 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.080 40,000.00 0.423 211,500 007 TYPE III BARRICADE EA 50.0000 7,500.00 70.000 3,500.00 177.000 8,850 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 192,000.00 2,290.000 3,435.00 14,901.000 22,351 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 7.0000 35,700.00 322.000 2,254 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 875.00 0.000 0 011 PLASTIC TRAFFIC DRUMS EA 100.0000 24,000.00 103.000 10,300.00 377.000 37,700 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 1.000 10,000 SYSTEMS 013 TEMPORARY PAVEMENT MARKER EA 4.0000 12,640.00 566.000 2,264.00 764.000 3,056 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 12,000.0000 12,000.00 0.080 960.00 0.423 5,076 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 1.000 50,000 016 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.080 2,000.00 0.423 10,575 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,000.0000 2,000.00 0.750 1,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 1.000 500.00 10.000 5,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 10,000.00 7.000 1,750 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 4.000 2,000 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 16,350.00 4,162.000 6,243 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY COVER SQYD 3.0000 18,000.00 4,292.000 12,876 024 TEMPORARY CHECK DAM LF 6.0000 12,000.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 96.000 19,200 026 TEMPORARY FIBER ROLL LF 4.0000 20,000.00 2,198.000 8,792 027 TEMPORARY GRAVEL BAG BERM LF 10.0000 23,600.00 0.000 0 028 TEMPORARY SILT FENCE LF 4.0000 16,000.00 5,340.000 21,360 029 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 40,000.00 2.000 20,000 030 STREET SWEEPING LS 50,000.0000 50,000.00 0.080 4,000.00 0.423 21,150 031 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.080 800.00 0.423 4,230 032 TREATED WOOD WASTE LB 0.1500 2,430.00 2,776.000 416 033 DEWATERING AND MANAGEMENT OF LS 50,000.0000 50,000.00 0.100 5,000 CONTAMINATED GROUNDWATER 034 REMOVE CONCRETE (CY) CY 200.0000 148,000.00 92.330 18,466.00 697.960 139,592 035 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.900 225,000 036 ROADWAY EXCAVATION CY 40.0000 2,300,000.00 11,675.200 467,008.00 30,539.700 1,221,588 037 SHOULDER BACKING TON 10.0000 6,300.00 202.930 2,029 038 ROADSIDE CLEARING LS 2,500.0000 2,500.00 1.000 2,500 039 ROCK MULCH SQFT 3.0000 27,450.00 0.000 0 040 SOIL AMENDMENT CY 120.0000 6,960.00 0.000 0 041 PACKET FERTILIZER EA 0.4000 1,944.00 0.000 0 042 PLANT (GROUP A) EA 16.0000 28,960.00 0.000 0 043 PLANT (GROUP B) EA 27.0000 35,370.00 0.000 0 044 PLANT (GROUP U) EA 120.0000 14,400.00 0.000 0 045 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 046 WOOD MULCH CY 60.0000 15,000.00 0.000 0 047 ROOT BARRIER LF 10.0000 21,600.00 410.000 4,100.00 790.000 7,900 048 BENCH EA 2,000.0000 8,000.00 0.000 0 049 TRASH RECEPTACLE EA 2,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BICYCLE RACK EA 500.0000 4,500.00 0.000 0 051 COLUMN WITH SEAT WALL EA 8,000.0000 64,000.00 0.500 4,000 052 REMOVE IRRIGATION FACILITY LS 1,000.0000 1,000.00 1.000 1,000 053 TWO-WIRE CONDUCTOR CABLE LS 100,000.0000 100,000.00 0.150 15,000 054 1 1/2" REMOTE CONTROL VALVE EA 750.0000 5,250.00 0.000 0 055 BATTERY POWERED IRRIGATION CONTROLLER EA 500.0000 500.00 0.000 0 056 TWO-WIRE IRRIGATION CONTROLLER EA 5,000.0000 10,000.00 0.000 0 057 5/8" DRIP IRRIGATION TUBING LF 1.5000 11,121.00 0.000 0 (F) 058 3/4" BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 2,000.00 0.000 0 059 1" BACKFLOW PREVENTER ASSEMBLY EA 2,000.0000 14,000.00 0.000 0 060 FLOW SENSOR EA 1,000.0000 7,000.00 0.000 0 061 TREE WELL SPRINKLER ASSEMBLY EA 65.0000 14,300.00 0.000 0 062 RISER SPRINKLER ASSEMBLY EA 21.0000 32,340.00 0.000 0 063 DRIP VALVE ASSEMBLY (TYPE 1) EA 750.0000 21,000.00 1.000 750.00 1.000 750 064 DRIP VALVE ASSEMBLY (TYPE 2) EA 750.0000 30,750.00 2.000 1,500.00 2.000 1,500 065 2 1/2" GATE VALVE EA 700.0000 21,700.00 1.000 700.00 1.000 700 066 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 89,665.00 2,187.000 10,935.00 6,408.600 32,043 (F) LINE) 067 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 4,596.00 77.500 465.00 632.600 3,795 (F) LINE) 068 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 196.00 10.000 70.00 10.000 70 (F) (SUPPLY LINE) 069 2 1/2" PLASTIC PIPE (CLASS 315) LF 8.0000 71,680.00 1,130.000 9,040.00 3,815.600 30,524 (F) (SUPPLY LINE) 070 DRIP AIR RELIEF VALVE EA 150.0000 10,050.00 0.000 0 071 QUICK COUPLING VALVE EA 500.0000 26,000.00 3.000 1,500.00 3.000 1,500 072 FLUSH VALVE EA 200.0000 17,400.00 0.000 0 073 PVC PIPE CONDUIT (SLEEVE) LF 35.0000 76,685.00 351.000 12,285.00 2,170.000 75,950 (F) 074 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 30.0000 37,500.00 600.000 18,000 PIPE CONDUIT 075 8" CORRUGATED HIGH DENSITY LF 35.0000 73,150.00 271.000 9,485.00 970.000 33,950 POLYETHYLENE PIPE CONDUIT 076 8" WELDED STEEL PIPE CONDUIT LF 65.0000 3,445.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 10" WELDED STEEL PIPE CONDUIT LF 75.0000 5,100.00 15.000 1,125.00 84.500 6,337 078 IMPORTED TOPSOIL (CY) CY 100.0000 34,000.00 7.200 720.00 7.200 720 079 IMPORTED BLENDED SOIL CY 100.0000 176,000.00 177.570 17,757.00 1,102.140 110,214 080 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7000 14,420.00 4,800.000 3,360 081 FIBER ROLLS LF 4.0000 4,280.00 418.000 1,672 082 HYDROSEED SQFT 0.2000 4,120.00 5,662.600 1,132 083 FINISHING ROADWAY LS 16,000.0000 16,000.00 0.000 0 084 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 847,000.00 4,275.200 149,632.00 10,840.350 379,412 085 HOT MIX ASPHALT (TYPE A) TON 90.0000 1,926,000.00 6,725.010 605,250 086 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 548,100.00 901.850 81,166 087 HOT MIX ASPHALT-OPEN GRADED TON 90.0000 162,900.00 956.020 86,041 (OPEN GRADED FRICTION COURSE) 088 DATA CORE LS 2,500.0000 2,500.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 4,700.00 0.000 0 090 PLACE HOT MIX ASPHALT SQYD 150.0000 6,900.00 5.100 765 (MISCELLANEOUS AREA) 091 TACK COAT TON 1.0000 44.00 11.500 11 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 182,400.00 1,144.680 6,868.08 16,741.900 100,451 093 CONTINUOUSLY REINFORCED CONCRETE CY 450.0000 1,377,000.00 0.000 0 PAVEMENT 094 ISOLATION JOINT SEAL (PREFORMED LF 20.0000 11,000.00 0.000 0 COMPRESSION) 095 STRUCTURAL CONCRETE CY 300.0000 269,700.00 0.000 0 (F) 096 STRUCTURAL CONCRETE, MANHOLE CY 5,000.0000 180,000.00 9.580 47,900.00 33.030 165,150 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 452,500.00 15.070 37,675.00 159.905 399,762 (F) 098 STRUCTURAL CONCRETE, LID CY 2,500.0000 867,500.00 17.600 44,000.00 257.160 642,900 (F) 099 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 16,000.00 0.000 0 (F) 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 12" ALTERNATIVE PIPE CULVERT LF 250.0000 10,500.00 30.000 7,500 102 18" ALTERNATIVE PIPE CULVERT LF 250.0000 27,500.00 108.000 27,000 103 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 69,750.00 48.400 12,100.00 234.800 58,700 (F) PROGRAM CAS145 PAGE 5 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" PLASTIC PIPE LF 250.0000 7,250.00 146.500 36,625.00 163.600 40,900 105 18" PLASTIC PIPE LF 150.0000 1,437,000.00 1,040.100 156,015.00 9,354.100 1,403,115 106 24" PLASTIC PIPE LF 250.0000 42,500.00 144.600 36,150 107 12" REINFORCED CONCRETE PIPE LF 250.0000 1,500.00 0.000 0 108 24" REINFORCED CONCRETE PIPE LF 300.0000 93,000.00 0.000 0 109 8" ALTERNATIVE PIPE UNDERDRAIN LF 125.0000 162,500.00 153.000 19,125.00 1,021.000 127,625 110 DRAINAGE INLET MARKER EA 50.0000 6,000.00 0.000 0 111 12" ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000 112 18" ALTERNATIVE FLARED END SECTION EA 1,500.0000 12,000.00 1.000 1,500.00 7.000 10,500 113 ABANDON CULVERT (EA) EA 3,000.0000 15,000.00 4.000 12,000 114 REMOVE CULVERT (EA) EA 10,000.0000 340,000.00 3.300 33,000.00 33.500 335,000 115 REMOVE INLET EA 1,000.0000 27,000.00 3.000 3,000.00 28.000 28,000 116 REMOVE MANHOLE EA 5,000.0000 15,000.00 2.000 10,000 117 REMOVE FLARED END SECTION (EA) EA 500.0000 8,000.00 17.000 8,500 118 ADJUST INLET EA 4,000.0000 4,000.00 0.000 0 119 ADJUST MANHOLE EA 4,000.0000 20,000.00 3.500 14,000 120 MINOR CONCRETE (CURB) (CY) CY 1,800.0000 378,000.00 12.820 23,076.00 59.030 106,254 121 DETECTABLE WARNING SURFACE SQFT 50.0000 53,500.00 251.500 12,575.00 414.100 20,705 122 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 432,000.00 67.150 40,290.00 436.680 262,008 123 MINOR CONCRETE (DRIVEWAY) CY 500.0000 110,000.00 38.940 19,470.00 109.440 54,720 124 MINOR CONCRETE (SIDEWALK) CY 500.0000 585,000.00 273.060 136,530.00 686.720 343,360 125 MINOR CONCRETE (PASSTHROUGH) CY 1,500.0000 10,500.00 0.000 0 126 MINOR CONCRETE (UNDER SIDEWALK DRAIN) CY 7,500.0000 67,500.00 0.000 0 127 MINOR CONCRETE (TEXTURED PAVING) CY 300.0000 423,000.00 186.030 55,809.00 481.370 144,411 128 MINOR CONCRETE (CURB AND CURB RAMP) CY 850.0000 187,000.00 5.790 4,921.50 51.200 43,520 129 PRE/POST CONSTRUCTION SURVEYS EA 2,500.0000 15,000.00 1.000 2,500.00 1.000 2,500 130 MISCELLANEOUS IRON AND STEEL LB 2.0000 90,796.00 4,321.000 8,642.00 35,350.000 70,700 (F) PROGRAM CAS145 PAGE 6 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 WATER SYSTEM LS 2,250,000.0000 2,250,000.00 0.950 2,137,500 132 SANITARY SEWER SYSTEM LS 350,000.0000 350,000.00 0.950 332,500 133 WATER METER EA 7,500.0000 60,000.00 0.000 0 134 RELOCATE MAILBOX EA 200.0000 2,400.00 6.500 1,300 135 DELINEATOR (CLASS 1) EA 30.0000 270.00 0.000 0 136 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 10,680.00 314.000 1,884 137 MILEPOST MARKER EA 50.0000 250.00 0.000 0 138 OBJECT MARKER (TYPE K-1) EA 50.0000 1,600.00 0.000 0 139 REMOVE ROADSIDE SIGN EA 50.0000 1,950.00 4.000 200.00 28.000 1,400 140 REMOVE SIGN PANEL EA 50.0000 100.00 0.000 0 141 RESET ROADSIDE SIGN EA 150.0000 6,900.00 6.000 900 142 RELOCATE ROADSIDE SIGN EA 150.0000 3,750.00 1.000 150 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,950.00 0.000 0 (0.063"-UNFRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,325.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 510.00 0.000 0 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 440.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,025.00 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 149 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 1,160.00 0.000 0 150 ROADSIDE SIGN - ONE POST EA 300.0000 13,800.00 0.000 0 151 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 0.000 0 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,200.00 0.000 0 METHOD) 153 INSTALL ROADSIDE SIGN PANEL ON EA 50.0000 50.00 0.000 0 EXISTING POST 154 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 30.0000 71,700.00 1,002.000 30,060.00 2,390.000 71,700 155 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 9,000.00 885.600 44,280.00 885.600 44,280 PROGRAM CAS145 PAGE 7 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 TUBULAR HANDRAILING (MODIFIED) LF 275.0000 530,200.00 0.000 0 (F) 157 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 158 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 0.000 0 159 REMOVE GUARDRAIL LF 3.0000 7,500.00 1,087.500 3,262.50 2,500.000 7,500 160 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 27,450.00 96.000 480 (ENHANCED WET NIGHT VISIBILITY) 161 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 330.00 122.000 122 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 162 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,796.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 163 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,404.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 30,900.00 13,245.000 13,245 (ENHANCED WET NIGHT VISIBILITY) 165 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,555.00 114.000 171 (ENHANCED WET NIGHT VISIBILITY) 166 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 10,040.00 13,779.000 5,511.60 19,608.000 7,843 167 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 17,925.00 271.000 677.50 553.000 1,382 168 12" RUMBLE STRIP STA 40.0000 5,200.00 82.080 3,283 (ASPHALT CONCRETE PAVEMENT) 169 CONTRAST STRIPE PAINT (2-COAT) LF 1.0000 2,860.00 0.000 0 170 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 171 LOCATING AND MAPPING UNDERGROUND LS 50,000.0000 50,000.00 0.500 25,000 FACILITIES 172 ELECTRIC SERVICE FOR IRRIGATION LS 200,000.0000 200,000.00 0.155 31,000.00 0.583 116,600 173 LIGHTING SYSTEM LS 1,000,000.0000 1,000,000.00 0.071 71,000.00 0.237 237,000 174 SIGNAL AND LIGHTING SYSTEM LS 1,500,000.0000 1,500,000.00 0.124 186,000.00 0.328 492,000 175 TEMPORARY SIGNAL SYSTEMS LS 300,000.0000 300,000.00 0.079 23,700.00 0.288 86,400 176 PORTABLE TEMPORARY LIGHTING SYSTEM LS 75,000.0000 75,000.00 0.000 0 177 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 50,000.0000 50,000.00 0.380 19,000.00 0.380 19,000 178 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 179 REMOVE REINFORCED CONCRETE BOX CULVERT LF 500.0000 160,000.00 0.000 0 (LF) PROGRAM CAS145 PAGE 8 DATE 05/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:54 AM ESTIMATE NO. 011 BID OPENING 03/18/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 05/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,027,525.18 12,408,599.37 ADJUSTMENT OF COMPENSATION 74,516.87 597,797.81 EXTRA WORK 400,807.94 1,460,786.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,502,849.99 14,467,183.51 180 MOBILIZATION LS 2,790,000.0000 2,790,000.00 0.050 139,500.00 1.000 2,790,000 ORIGINAL CONTRACT AMOUNT 27,931,487.00 TOTAL WORK COMPLETED 2,642,349.99 17,257,183.51 MATERIALS ON HAND ON SITE 452,452.52 498,714.90 DEDUCTIONS -9,000.00 -40,000.00 TOTAL 3,085,802.51 17,715,898.41 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 06/09/20 175 07/27/20 07/10/20 12/16/21 70 144 42 0 55% 32% PROGRESS IS SATISFACTORY DWAYNE GRANDY RESIDENT ENGINEER PROGRAM CAS145 DATE 05/26/21