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 11/29/21 EST. NO. 017 TIME 12:39 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 --------------------------------------------------------------------------- 010 0011 998.26 E.W. @ F.A.(+) 071921 N 0461.0 0012 998.26 072221 N 0462.0 0013 2,009.24 072321 N 0463.0 016 0175 1,646.22 E.W. @ F.A.(+) 071421 N 0453.0 0176 1,119.45 071521 N 0454.0 0177 698.68 071421 N 0455.0 0178 1,943.14 071521 N 0456.0 0179 1,729.06 070121 N 0457.0 0180 2,466.71 071921 N 0458.0 0181 3,063.70 072021 N 0459.0 0182 3,384.76 072121 N 0460.0 0184 81.42 030621 N 0534.0 0185 682.00 090721 N 0536.0 020 0018 794.55 E.W. @ F.A.(+) 102521 N 0527.0 0019 1,251.66 110620 N 0533.0 034 0011 1,232.00 E.W. @ F.A.(+) 101221 N 0522.0 0012 722.83 102021 N 0526.0 0013 1,514.32 102721 N 0529.0 037 0010 1,232.00 E.W. @ F.A.(+) 092721 N 0523.0 0011 2,377.72 101321 N 0524.0 0012 2,410.10 102821 N 0531.0 0013 1,321.50 100321 N 0532.0 33,677.58 TOTAL THIS ESTIMATE 4,681,205.51 TOTAL PREVIOUS ESTIMATE 4,714,883.09 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 11/29/21 EST. NO. 017 TIME 12:39 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 -10,000.00 -20,000.00 TOTAL DEDUCTIONS -10,000.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 LOCATION RERUN 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 0.022 110.00 0.734 3,670 003 TIME-RELATED OVERHEAD (LS) LS 1,700,000.0000 1,700,000.00 0.055 93,500.00 0.834 1,417,800 004 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.055 550.00 0.834 8,340 005 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.011 275.00 0.767 19,175 006 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 0.055 27,500.00 0.834 417,000 007 TYPE III BARRICADE EA 50.0000 7,500.00 29.000 1,450.00 310.000 15,500 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 192,000.00 3,821.000 5,731.50 19,613.000 29,419 009 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 7.0000 35,700.00 531.000 3,717.00 853.000 5,971 010 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 875.00 0.000 0 011 PLASTIC TRAFFIC DRUMS EA 100.0000 24,000.00 22.000 2,200.00 656.000 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 12,640.00 178.000 712.00 1,918.000 7,672 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 12,000.0000 12,000.00 0.055 660.00 0.834 10,008 015 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 0.055 1,375.00 0.834 20,850 017 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 12.000 6,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 10,000.00 1.000 250.00 8.000 2,000 020 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 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 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 0.055 2,750.00 0.834 41,700 031 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.055 550.00 0.834 8,340 032 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 3.790 758.00 892.930 178,586 035 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.020 5,000.00 1.000 250,000 036 ROADWAY EXCAVATION CY 40.0000 2,300,000.00 5,578.300 223,132.00 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 27,450.00 537.000 1,611.00 7,925.000 23,775 040 SOIL AMENDMENT CY 120.0000 6,960.00 11.060 1,327.20 51.860 6,223 041 PACKET FERTILIZER EA 0.4000 1,944.00 942.000 376.80 4,307.000 1,722 042 PLANT (GROUP A) EA 16.0000 28,960.00 170.000 2,720.00 1,560.000 24,960 043 PLANT (GROUP B) EA 27.0000 35,370.00 224.000 6,048.00 1,198.000 32,346 044 PLANT (GROUP U) EA 120.0000 14,400.00 84.000 10,080.00 84.000 10,080 045 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0 046 WOOD MULCH CY 60.0000 15,000.00 215.550 12,933.00 215.550 12,933 047 ROOT BARRIER LF 10.0000 21,600.00 1,410.000 14,100 048 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 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.00 3.500 28,000 052 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 0.000 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 11,121.00 750.000 1,125.00 6,926.000 10,389 (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 4.000 8,000 060 FLOW SENSOR EA 1,000.0000 7,000.00 7.000 7,000 061 TREE WELL SPRINKLER ASSEMBLY EA 65.0000 14,300.00 168.000 10,920.00 168.000 10,920 062 RISER SPRINKLER ASSEMBLY EA 21.0000 32,340.00 249.000 5,229.00 1,263.000 26,523 063 DRIP VALVE ASSEMBLY (TYPE 1) EA 750.0000 21,000.00 26.000 19,500 064 DRIP VALVE ASSEMBLY (TYPE 2) EA 750.0000 30,750.00 38.000 28,500 065 2 1/2" GATE VALVE EA 700.0000 21,700.00 27.000 18,900 066 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 89,665.00 553.000 2,765.00 16,249.200 81,246 (F) LINE) 067 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 4,596.00 20.000 120.00 747.100 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 2.000 300.00 59.000 8,850 071 QUICK COUPLING VALVE EA 500.0000 26,000.00 35.000 17,500 072 FLUSH VALVE EA 200.0000 17,400.00 3.000 600.00 78.000 15,600 073 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 25.000 875.00 2,001.500 70,052 POLYETHYLENE PIPE CONDUIT 076 8" WELDED STEEL PIPE CONDUIT LF 65.0000 3,445.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,100.00 106.500 7,987 078 IMPORTED TOPSOIL (CY) CY 100.0000 34,000.00 21.060 2,106.00 308.500 30,850 079 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 1,382.000 5,528 082 HYDROSEED SQFT 0.2000 4,120.00 3,484.800 696.96 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 3,582.570 125,389.95 23,372.220 818,027 085 HOT MIX ASPHALT (TYPE A) TON 90.0000 1,926,000.00 474.240 42,681.60 18,726.320 1,685,368 086 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 15.300 2,295.00 20.400 3,060 (MISCELLANEOUS AREA) 091 TACK COAT TON 1.0000 44.00 0.920 0.92 30.850 30 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 6.0000 182,400.00 557.400 3,344.40 23,044.170 138,265 093 CONTINUOUSLY REINFORCED CONCRETE CY 450.0000 1,377,000.00 956.590 430,465.50 2,100.770 945,346 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 1.520 7,600.00 37.510 187,550 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 452,500.00 2.740 6,850.00 167.775 419,437 (F) 098 STRUCTURAL CONCRETE, LID CY 2,500.0000 867,500.00 330.060 825,150 (F) 099 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 16,000.00 5.100 5,100.00 12.830 12,830 (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 2.600 650.00 253.400 63,350 (F) PROGRAM CAS145 PAGE 5 DATE 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 7,250.00 163.600 40,900 105 18" PLASTIC PIPE LF 150.0000 1,437,000.00 20.000 3,000.00 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 88.000 26,400.00 228.500 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 4.000 16,000 120 MINOR CONCRETE (CURB) (CY) CY 1,800.0000 378,000.00 9.040 16,272.00 116.070 208,926 121 DETECTABLE WARNING SURFACE SQFT 50.0000 53,500.00 768.200 38,410 122 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 432,000.00 19.000 11,400.00 683.320 409,992 123 MINOR CONCRETE (DRIVEWAY) CY 500.0000 110,000.00 229.240 114,620 124 MINOR CONCRETE (SIDEWALK) CY 500.0000 585,000.00 860.940 430,470 125 MINOR CONCRETE (PASSTHROUGH) CY 1,500.0000 10,500.00 1.400 2,100.00 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 423,000.00 119.100 35,730.00 1,059.270 317,781 128 MINOR CONCRETE (CURB AND CURB RAMP) CY 850.0000 187,000.00 117.490 99,866 129 PRE/POST CONSTRUCTION SURVEYS EA 2,500.0000 15,000.00 2.000 5,000 130 MISCELLANEOUS IRON AND STEEL LB 2.0000 90,796.00 908.000 1,816.00 41,674.000 83,348 (F) PROGRAM CAS145 PAGE 6 DATE 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 7,500.00 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 0.000 0 136 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 10,680.00 612.000 3,672 137 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 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 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 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 49.500 13,612 (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 1,394.000 6,970 (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 2,615.000 1,046 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 163 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 3,404.00 1,620.000 648 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 30,900.00 19,254.000 19,254 (ENHANCED WET NIGHT VISIBILITY) 165 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 3,555.00 1,024.000 1,536 (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 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 0.013 2,600.00 0.997 199,400 173 LIGHTING SYSTEM LS 1,000,000.0000 1,000,000.00 0.020 20,000.00 0.901 901,000 174 SIGNAL AND LIGHTING SYSTEM LS 1,500,000.0000 1,500,000.00 0.029 43,500.00 0.846 1,269,000 175 TEMPORARY SIGNAL SYSTEMS LS 300,000.0000 300,000.00 -0.151 -45,300.00 0.500 150,000 176 PORTABLE TEMPORARY LIGHTING SYSTEM LS 75,000.0000 75,000.00 0.897 67,275 177 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 50,000.0000 50,000.00 0.050 2,500.00 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 97.000 48,500.00 253.000 126,500 (LF) PROGRAM CAS145 PAGE 8 DATE 11/29/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 12:39 PM ESTIMATE NO. 017 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 11/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 11/29/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,234,948.83 21,113,863.17 ADJUSTMENT OF COMPENSATION 0.00 752,285.60 EXTRA WORK 33,677.58 3,962,597.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,268,626.41 25,828,746.26 180 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 1,268,626.41 28,618,746.26 MATERIALS ON HAND ON SITE -50,552.00 233,525.00 DEDUCTIONS -10,000.00 -20,000.00 TOTAL 1,208,074.41 28,832,271.26 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 01/12/22 181 159 42 0 85% 83% PROGRESS IS SATISFACTORY DWAYNE GRANDY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/29/21