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 02/25/21 EST. NO. 008 TIME 11:51 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 --------------------------------------------------------------------------- 015 0001 24,487.17 A.C. @ L.S.(+) 092120 N 1 0 016 0003 4,973.91 E.W. @ F.A.(+) 122920 N 0138.0 0004 2,280.93 011121 N 0143.0 0005 1,133.13 011221 N 0147.0 0006 322.29 011521 N 0155.0 017 0001 40,150.00 E.W. @ L.S.(+) 092820 N 1 0 0002 38,857.16 A.C. @ L.S.(+) 092820 N 2 0 020 0006 4,797.95 E.W. @ F.A.(+) 111120 N 0133.0 0007 2,479.17 111220 N 0134.0 119,481.71 TOTAL THIS ESTIMATE 481,424.86 TOTAL PREVIOUS ESTIMATE 600,906.57 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 02/25/21 EST. NO. 008 TIME 11:51 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 -10,000.00 -27,000.00 TOTAL DEDUCTIONS -10,000.00 -27,000.00 PROGRAM CAS145 PAGE 1 DATE 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 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 0.400 2,000 003 TIME-RELATED OVERHEAD (LS) LS 1,700,000.0000 1,700,000.00 0.343 583,100 004 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.343 3,430 005 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 0.343 171,500 007 TYPE III BARRICADE EA 50.0000 7,500.00 107.000 5,350 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.5000 192,000.00 12,611.000 18,916 009 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 24,000.00 274.000 27,400 012 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 0.343 3,430 SYSTEMS 013 TEMPORARY PAVEMENT MARKER EA 4.0000 12,640.00 198.000 792 014 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 12,000.0000 12,000.00 0.343 4,116 015 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.343 17,150 016 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.343 8,575 017 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 2.000 1,000.00 7.000 3,500 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 10,000.00 3.000 750.00 5.000 1,250 020 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 1.000 500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 16,350.00 936.000 1,404 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,053.000 6,159.00 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 10.000 2,000.00 76.000 15,200 026 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 3,569.000 14,276 029 TEMPORARY CONSTRUCTION ENTRANCE EA 10,000.0000 40,000.00 2.000 20,000 030 STREET SWEEPING LS 50,000.0000 50,000.00 0.343 17,150 031 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.343 3,430 032 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 148,000.00 123.700 24,740.00 446.000 89,200 035 CLEARING AND GRUBBING (LS) LS 250,000.0000 250,000.00 0.100 25,000.00 0.700 175,000 036 ROADWAY EXCAVATION CY 40.0000 2,300,000.00 153.700 6,148.00 12,134.200 485,368 037 SHOULDER BACKING TON 10.0000 6,300.00 202.930 2,029 038 ROADSIDE CLEARING LS 2,500.0000 2,500.00 0.000 0 039 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 21,600.00 240.000 2,400 048 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 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 052 REMOVE IRRIGATION FACILITY LS 1,000.0000 1,000.00 0.000 0 053 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 0.000 0 064 DRIP VALVE ASSEMBLY (TYPE 2) EA 750.0000 30,750.00 0.000 0 065 2 1/2" GATE VALVE EA 700.0000 21,700.00 0.000 0 066 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 89,665.00 120.100 600.50 1,683.600 8,418 (F) LINE) 067 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 4,596.00 115.100 690.60 230.100 1,380 (F) LINE) 068 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 196.00 0.000 0 (F) (SUPPLY LINE) 069 2 1/2" PLASTIC PIPE (CLASS 315) LF 8.0000 71,680.00 115.100 920.80 1,160.100 9,280 (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 0.000 0 072 FLUSH VALVE EA 200.0000 17,400.00 0.000 0 073 PVC PIPE CONDUIT (SLEEVE) LF 35.0000 76,685.00 623.000 21,805 (F) 074 6" CORRUGATED HIGH DENSITY POLYETHYLENE LF 30.0000 37,500.00 180.000 5,400 PIPE CONDUIT 075 8" CORRUGATED HIGH DENSITY LF 35.0000 73,150.00 261.000 9,135.00 361.000 12,635 POLYETHYLENE PIPE CONDUIT 076 8" WELDED STEEL PIPE CONDUIT LF 65.0000 3,445.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 53.500 4,012 078 IMPORTED TOPSOIL (CY) CY 100.0000 34,000.00 0.000 0 079 IMPORTED BLENDED SOIL CY 100.0000 176,000.00 219.000 21,900.00 824.570 82,457 080 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 4,791.400 958 083 FINISHING ROADWAY LS 16,000.0000 16,000.00 0.000 0 084 CLASS 2 AGGREGATE BASE (CY) CY 35.0000 847,000.00 3,916.800 137,088 085 HOT MIX ASPHALT (TYPE A) TON 90.0000 1,926,000.00 6,644.010 597,960 086 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 15,597.220 93,583 093 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 6.960 34,800.00 16.350 81,750 097 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,500.0000 452,500.00 19.827 49,567.50 88.747 221,867 (F) 098 STRUCTURAL CONCRETE, LID CY 2,500.0000 867,500.00 27.040 67,600.00 198.430 496,075 (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 0.000 0 102 18" ALTERNATIVE PIPE CULVERT LF 250.0000 27,500.00 0.000 0 103 CONCRETE BACKFILL (PIPE TRENCH) CY 250.0000 69,750.00 14.500 3,625.00 121.100 30,275 (F) PROGRAM CAS145 PAGE 5 DATE 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.100 4,275.00 17.100 4,275 105 18" PLASTIC PIPE LF 150.0000 1,437,000.00 1,105.100 165,765.00 5,516.400 827,460 106 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 162,500.00 208.000 26,000.00 672.000 84,000 110 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 0.000 0 112 18" ALTERNATIVE FLARED END SECTION EA 1,500.0000 12,000.00 0.000 0 113 ABANDON CULVERT (EA) EA 3,000.0000 15,000.00 0.000 0 114 REMOVE CULVERT (EA) EA 10,000.0000 340,000.00 4.000 40,000.00 15.200 152,000 115 REMOVE INLET EA 1,000.0000 27,000.00 2.000 2,000.00 13.000 13,000 116 REMOVE MANHOLE EA 5,000.0000 15,000.00 1.000 5,000 117 REMOVE FLARED END SECTION (EA) EA 500.0000 8,000.00 2.000 1,000.00 8.000 4,000 118 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 9.600 17,280.00 16.620 29,916 121 DETECTABLE WARNING SURFACE SQFT 50.0000 53,500.00 62.700 3,135.00 129.600 6,480 122 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 432,000.00 60.490 36,294.00 176.970 106,182 123 MINOR CONCRETE (DRIVEWAY) CY 500.0000 110,000.00 20.600 10,300.00 24.200 12,100 124 MINOR CONCRETE (SIDEWALK) CY 500.0000 585,000.00 91.000 45,500.00 156.700 78,350 125 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 92.400 27,720.00 115.740 34,722 128 MINOR CONCRETE (CURB AND CURB RAMP) CY 850.0000 187,000.00 12.110 10,293.50 39.460 33,541 129 PRE/POST CONSTRUCTION SURVEYS EA 2,500.0000 15,000.00 0.000 0 130 MISCELLANEOUS IRON AND STEEL LB 2.0000 90,796.00 4,364.000 8,728.00 19,568.000 39,136 (F) PROGRAM CAS145 PAGE 6 DATE 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 112,500.00 0.950 2,137,500 132 SANITARY SEWER SYSTEM LS 350,000.0000 350,000.00 0.050 17,500.00 0.050 17,500 133 WATER METER EA 7,500.0000 60,000.00 0.000 0 134 RELOCATE MAILBOX EA 200.0000 2,400.00 3.000 600 135 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 1.000 50 140 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 71,700.00 888.000 26,640 155 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 9,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 158 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 0.000 0 159 REMOVE GUARDRAIL LF 3.0000 7,500.00 912.500 2,737 160 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 5,829.000 2,331 167 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 17,925.00 282.000 705 168 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 0.066 13,200 173 LIGHTING SYSTEM LS 1,000,000.0000 1,000,000.00 0.053 53,000 174 SIGNAL AND LIGHTING SYSTEM LS 1,500,000.0000 1,500,000.00 0.067 100,500 175 TEMPORARY SIGNAL SYSTEMS LS 300,000.0000 300,000.00 0.000 0 176 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 0.000 0 178 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 02/25/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F99U4 TIME 11:51 AM ESTIMATE NO. 008 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 02/20/21 R.E. NAME: DWAYNE GRANDY DATE OF THIS ESTIMATE 02/25/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 784,051.90 7,599,305.20 ADJUSTMENT OF COMPENSATION 63,344.33 173,566.50 EXTRA WORK 56,137.38 427,340.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 903,533.61 8,200,211.77 180 MOBILIZATION LS 2,790,000.0000 2,790,000.00 0.950 2,650,500 ORIGINAL CONTRACT AMOUNT 27,931,487.00 TOTAL WORK COMPLETED 903,533.61 10,850,711.77 MATERIALS ON HAND ON SITE -23,985.75 173,122.79 DEDUCTIONS -10,000.00 -27,000.00 TOTAL 869,547.86 10,996,834.56 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 07/29/21 60 91 4 0 37% 34% PROGRESS IS SATISFACTORY DWAYNE GRANDY RESIDENT ENGINEER PROGRAM CAS145 DATE 02/25/21