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 01/25/22 EST. NO. 020 TIME 03:23 PM 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 --------------------------------------------------------------------------- 002 0005 426.00 E.W. @ F.A.(+) 120921 N 0542.0 0006 1,005.47 062521 N 0543.0 006 0013 50,000.00 A.C. @ U.P.(+) 012022 N 1 0 010 0016 816.83 E.W. @ F.A.(+) 102921 N 0538.0 0017 414.39 110221 N 0541.0 0018 2,424.83 111521 N 0559.0 016 0186 2,086.71 E.W. @ F.A.(+) 090821 N 0539.0 0187 190.73 090821 N 0551.0 024 0002 17,974.06 E.W. @ L.S.(+) 011922 N CT0020 028 0012 2,784.24 E.W. @ F.A.(+) 091321 N 0537.0 0013 54.49 081021 N 0548.0 0014 272.91 051221 N 0550.0 0015 217.98 091321 N 0553.0 034 0014 234.95 E.W. @ F.A.(+) 120721 N 0544.0 0015 404.58 120221 N 0547.0 0016 108.99 080921 N 0552.0 0017 803.72 112321 N 0556.0 0018 1,232.00 102721 N 0558.0 035 0001 7,314.00 A.C. @ U.P.(+) 011922 N CT0010 037 0014 2,719.69 E.W. @ F.A.(+) 120721 N 0545.0 0015 108.99 092721 N 0549.0 0016 163.48 062121 N 0554.0 0017 374.00 101221 N 0555.0 038 0001 2,872.91 E.W. @ F.A.(+) 072721 N MJD079 0002 22,758.08 072821 N MJD080 0003 4,033.15 072921 N MJD081 0004 1,290.30 072821 N MJD095 039 0007 3,890.58 E.W. @ F.A.(+) 072721 N MJD088 0008 807.83 081021 N 0478.0 0009 924.00 081021 N 0507.0 043 0001 2,165.89 E.W. @ F.A.(+) 091121 N 0492.0 0002 1,573.55 091721 N 0504.0 0003 1,017.77 091621 N 0505.0 0004 40,624.28 E.W. @ L.S.(+) 011922 N CT0010 174,091.38 TOTAL THIS ESTIMATE 5,107,888.21 TOTAL PREVIOUS ESTIMATE 5,281,979.59 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 01/25/22 EST. NO. 020 TIME 03:23 PM 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 PER 6/21 LETTER -3,000.00 012 RELEASE 4/21 DEDUCT 10,000.00 012 RELEASE 6/21 DEDUCT 3,000.00 016 RELEASE 9/20 DEDUCT 10,000.00 016 RELESAE 5/21 DEDUCT 10,000.00 016 PER LTR DATED 11/21 -10,000.00 017 RELEASE 11/21 DEDUCT 10,000.00 020 10,000.00 -10,000.00 TOTAL DEDUCTIONS 10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 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 0.020 100.00 0.772 3,860 003 TIME-RELATED OVERHEAD (LS) LS 1,700,000.0000 1,700,000.00 0.051 86,700.00 0.931 1,582,700 004 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.051 510.00 0.931 9,310 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.010 250.00 0.786 19,650 006 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.051 25,500.00 0.931 465,500 007 TYPE III BARRICADE EA 50.0000 7,500.00 310.000 15,500 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 192,000.00 19,613.000 29,419 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 7.0000 35,700.00 853.000 5,971 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 875.00 0.000 0 011 PLASTIC TRAFFIC DRUMS EA 100.0000 24,000.00 656.000 65,600 012 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 1,918.000 7,672 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 12,000.0000 12,000.00 0.051 612.00 0.931 11,172 015 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 0.051 1,275.00 0.931 23,275 017 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 14.000 7,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 10,000.00 9.000 2,250 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 500.0000 1,000.00 7.000 3,500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 16,350.00 4,488.000 6,732 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,058.000 21,174 024 TEMPORARY CHECK DAM LF 6.0000 12,000.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 30,000.00 129.000 25,800 026 TEMPORARY FIBER ROLL LF 4.0000 20,000.00 2,822.000 11,288 027 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 2.500 25,000 030 STREET SWEEPING LS 50,000.0000 50,000.00 0.051 2,550.00 0.931 46,550 031 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.051 510.00 0.931 9,310 032 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 148,000.00 892.930 178,586 035 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 1.000 250,000 036 ROADWAY EXCAVATION CY 40.0000 2,300,000.00 60,557.900 2,422,316 037 SHOULDER BACKING TON 10.0000 6,300.00 285.230 2,852 038 ROADSIDE CLEARING LS 2,500.0000 2,500.00 1.000 2,500 039 ROCK MULCH SQFT 3.0000 27,450.00 181.000 543.00 8,924.000 26,772 040 SOIL AMENDMENT CY 120.0000 6,960.00 1.280 153.60 53.140 6,376 041 PACKET FERTILIZER EA 0.4000 1,944.00 109.000 43.60 4,416.000 1,766 042 PLANT (GROUP A) EA 16.0000 28,960.00 84.000 1,344.00 1,644.000 26,304 043 PLANT (GROUP B) EA 27.0000 35,370.00 29.000 783.00 1,227.000 33,129 044 PLANT (GROUP U) EA 120.0000 14,400.00 2.000 240.00 86.000 10,320 045 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 046 WOOD MULCH CY 60.0000 15,000.00 7.400 444.00 222.950 13,377 047 ROOT BARRIER LF 10.0000 21,600.00 1,740.000 17,400 048 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 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 32,000 052 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 0.850 85,000 054 1 1/2" REMOTE CONTROL VALVE EA 750.0000 5,250.00 7.000 5,250 055 BATTERY POWERED IRRIGATION CONTROLLER EA 500.0000 500.00 0.500 250 056 TWO-WIRE IRRIGATION CONTROLLER EA 5,000.0000 10,000.00 1.000 5,000 057 5/8" DRIP IRRIGATION TUBING LF 1.5000 11,121.00 219.000 328.50 7,145.000 10,717 (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 5.000 10,000 060 FLOW SENSOR EA 1,000.0000 7,000.00 7.000 7,000 061 TREE WELL SPRINKLER ASSEMBLY EA 65.0000 14,300.00 4.000 260.00 172.000 11,180 062 RISER SPRINKLER ASSEMBLY EA 21.0000 32,340.00 69.000 1,449.00 1,332.000 27,972 063 DRIP VALVE ASSEMBLY (TYPE 1) EA 750.0000 21,000.00 1.000 750.00 28.000 21,000 064 DRIP VALVE ASSEMBLY (TYPE 2) EA 750.0000 30,750.00 2.000 1,500.00 40.000 30,000 065 2 1/2" GATE VALVE EA 700.0000 21,700.00 30.000 21,000 066 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 89,665.00 16,249.200 81,246 (F) LINE) 067 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 4,596.00 747.100 4,482 (F) LINE) 068 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 196.00 28.000 196 (F) (SUPPLY LINE) 069 2 1/2" PLASTIC PIPE (CLASS 315) LF 8.0000 71,680.00 7,443.100 59,544 (F) (SUPPLY LINE) 070 DRIP AIR RELIEF VALVE EA 150.0000 10,050.00 59.000 8,850 071 QUICK COUPLING VALVE EA 500.0000 26,000.00 3.000 1,500.00 51.000 25,500 072 FLUSH VALVE EA 200.0000 17,400.00 83.000 16,600 073 PVC PIPE CONDUIT (SLEEVE) LF 35.0000 76,685.00 2,191.000 76,685 (F) 074 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 30.0000 37,500.00 1,146.000 34,380 PIPE CONDUIT 075 8" CORRUGATED HIGH DENSITY LF 35.0000 73,150.00 2,241.500 78,452 POLYETHYLENE PIPE CONDUIT 076 8" WELDED STEEL PIPE CONDUIT LF 65.0000 3,445.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,100.00 106.500 7,987 078 IMPORTED TOPSOIL (CY) CY 100.0000 34,000.00 7.980 798.00 316.480 31,648 079 IMPORTED BLENDED SOIL CY 100.0000 176,000.00 1,488.880 148,888 080 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7000 14,420.00 18,762.000 13,133 081 FIBER ROLLS LF 4.0000 4,280.00 1,387.000 5,548 082 HYDROSEED SQFT 0.2000 4,120.00 29,185.000 5,837 083 FINISHING ROADWAY LS 16,000.0000 16,000.00 0.000 0 084 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 847,000.00 23,372.220 818,027 085 HOT MIX ASPHALT (TYPE A) TON 90.0000 1,926,000.00 100.830 9,074.70 20,848.490 1,876,364 086 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 90.0000 548,100.00 3,925.940 353,334 087 HOT MIX ASPHALT-OPEN GRADED TON 90.0000 162,900.00 1,257.510 113,175 (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 4,700.00 451.000 4,510 090 PLACE HOT MIX ASPHALT SQYD 150.0000 6,900.00 18.700 2,805.00 39.100 5,865 (MISCELLANEOUS AREA) 091 TACK COAT TON 1.0000 44.00 30.850 30 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 182,400.00 40.300 241.80 23,084.470 138,506 093 CONTINUOUSLY REINFORCED CONCRETE CY 450.0000 1,377,000.00 3,022.800 1,360,260 PAVEMENT 094 ISOLATION JOINT SEAL (PREFORMED LF 20.0000 11,000.00 337.020 6,740.40 337.020 6,740 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 0.100 500.00 37.610 188,050 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 452,500.00 170.830 427,075 (F) 098 STRUCTURAL CONCRETE, LID CY 2,500.0000 867,500.00 333.360 833,400 (F) 099 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 16,000.00 14.330 14,330 (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 27,500.00 110.000 27,500 103 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 69,750.00 253.600 63,400 (F) PROGRAM CAS145 PAGE 5 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,250.00 163.600 40,900 105 18" PLASTIC PIPE LF 150.0000 1,437,000.00 9,600.100 1,440,015 106 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 93,000.00 228.500 68,550 109 8" ALTERNATIVE PIPE UNDERDRAIN LF 125.0000 162,500.00 1,282.000 160,250 110 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 7.000 10,500 113 ABANDON CULVERT (EA) EA 3,000.0000 15,000.00 5.000 15,000 114 REMOVE CULVERT (EA) EA 10,000.0000 340,000.00 36.000 360,000 115 REMOVE INLET EA 1,000.0000 27,000.00 32.000 32,000 116 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 5.000 20,000 120 MINOR CONCRETE (CURB) (CY) CY 1,800.0000 378,000.00 29.317 52,770.60 148.987 268,176 121 DETECTABLE WARNING SURFACE SQFT 50.0000 53,500.00 888.200 44,410 122 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 432,000.00 698.120 418,872 123 MINOR CONCRETE (DRIVEWAY) CY 500.0000 110,000.00 253.940 126,970 124 MINOR CONCRETE (SIDEWALK) CY 500.0000 585,000.00 28.100 14,050.00 970.040 485,020 125 MINOR CONCRETE (PASSTHROUGH) CY 1,500.0000 10,500.00 5.000 7,500 126 MINOR CONCRETE (UNDER SIDEWALK DRAIN) CY 7,500.0000 67,500.00 1.590 11,925 127 MINOR CONCRETE (TEXTURED PAVING) CY 300.0000 423,000.00 122.610 36,783.00 1,318.640 395,592 128 MINOR CONCRETE (CURB AND CURB RAMP) CY 850.0000 187,000.00 2.000 1,700.00 144.610 122,918 129 PRE/POST CONSTRUCTION SURVEYS EA 2,500.0000 15,000.00 2.000 5,000 130 MISCELLANEOUS IRON AND STEEL LB 2.0000 90,796.00 42,386.000 84,772 (F) PROGRAM CAS145 PAGE 6 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.010 22,500.00 1.000 2,250,000 132 SANITARY SEWER SYSTEM LS 350,000.0000 350,000.00 0.990 346,500 133 WATER METER EA 7,500.0000 60,000.00 8.000 60,000 134 RELOCATE MAILBOX EA 200.0000 2,400.00 6.500 1,300 135 DELINEATOR (CLASS 1) EA 30.0000 270.00 9.000 270.00 9.000 270 136 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 10,680.00 490.000 2,940.00 1,550.000 9,300 137 MILEPOST MARKER EA 50.0000 250.00 5.000 250.00 5.000 250 138 OBJECT MARKER (TYPE K-1) EA 50.0000 1,600.00 0.000 0 139 REMOVE ROADSIDE SIGN EA 50.0000 1,950.00 3.000 150.00 32.000 1,600 140 REMOVE SIGN PANEL EA 50.0000 100.00 2.000 100.00 2.000 100 141 RESET ROADSIDE SIGN EA 150.0000 6,900.00 25.000 3,750.00 31.000 4,650 142 RELOCATE ROADSIDE SIGN EA 150.0000 3,750.00 10.000 1,500.00 11.000 1,650 143 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 4,950.00 99.500 1,492.50 197.500 2,962 (0.063"-UNFRAMED) 144 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 2,325.00 48.000 1,200.00 71.180 1,779 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 145 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 510.00 33.750 506.25 33.750 506 (0.080"-UNFRAMED) 146 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,100.00 99.000 1,485.00 99.000 1,485 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 147 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 40.0000 440.00 11.000 440.00 11.000 440 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 148 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 1,025.00 40.500 1,012 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 149 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0000 1,160.00 158.000 632.00 221.680 886 150 ROADSIDE SIGN - ONE POST EA 300.0000 13,800.00 17.000 5,100.00 33.000 9,900 151 ROADSIDE SIGN - TWO POST EA 400.0000 800.00 1.000 400.00 2.000 800 152 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,200.00 12.000 1,200.00 12.000 1,200 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 2,390.000 71,700 155 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 9,000.00 885.600 44,280 PROGRAM CAS145 PAGE 7 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 530,200.00 620.900 170,747.50 1,209.000 332,475 (F) 157 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 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 2,500.000 7,500 160 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 27,450.00 445.300 2,226.50 1,974.300 9,871 (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 4,810.000 1,924.00 7,425.000 2,970 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 163 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,404.00 2,428.000 971.20 7,596.000 3,038 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 30,900.00 1,750.000 1,750.00 24,752.000 24,752 (ENHANCED WET NIGHT VISIBILITY) 165 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,555.00 1,115.000 1,672.50 2,139.000 3,208 (ENHANCED WET NIGHT VISIBILITY) 166 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 10,040.00 21,544.000 8,617 167 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 17,925.00 637.000 1,592 168 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 3,411.000 3,411.00 3,411.000 3,411 170 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 0.250 12,500.00 0.750 37,500 FACILITIES 172 ELECTRIC SERVICE FOR IRRIGATION LS 200,000.0000 200,000.00 1.000 200,000 173 LIGHTING SYSTEM LS 1,000,000.0000 1,000,000.00 0.021 21,000.00 0.948 948,000 174 SIGNAL AND LIGHTING SYSTEM LS 1,500,000.0000 1,500,000.00 0.060 90,000.00 0.947 1,420,500 175 TEMPORARY SIGNAL SYSTEMS LS 300,000.0000 300,000.00 0.500 150,000 176 PORTABLE TEMPORARY LIGHTING SYSTEM LS 75,000.0000 75,000.00 1.000 75,000 177 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 50,000.0000 50,000.00 1.000 50,000 178 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 179 REMOVE REINFORCED CONCRETE BOX CULVERT LF 500.0000 160,000.00 253.000 126,500 (LF) PROGRAM CAS145 PAGE 8 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 03:23 PM ESTIMATE NO. 020 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 01/20/22 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 602,927.65 22,983,563.34 ADJUSTMENT OF COMPENSATION 57,314.00 839,275.31 EXTRA WORK 116,777.38 4,442,704.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 777,019.03 28,265,542.93 180 MOBILIZATION LS 2,790,000.0000 2,790,000.00 1.000 2,790,000 ORIGINAL CONTRACT AMOUNT 27,931,487.00 TOTAL WORK COMPLETED 777,019.03 31,055,542.93 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 10,000.00 -10,000.00 TOTAL 787,019.03 31,045,542.93 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 01/28/22 211 170 42 0 92% 97% PROGRESS IS SATISFACTORY DWAYNE GRANDY RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/22