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 12/22/23 EST. NO. 005 TIME 02:56 PM R.E. NAME: SAMPSON, TAD 03-3F23U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0001 10,093.00 E.W. @ L.S.(+) 092523 N 0001 0 10,093.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 10,093.00 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 12/22/23 EST. NO. 005 TIME 02:56 PM R.E. NAME: SAMPSON, TAD 03-3F23U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 9/23 -10,000.00 003 DEDUCT LTTR 11/23 -8,000.00 004 RETURN LETTER 11/23 8,000.00 005 8,000.00 -10,000.00 TOTAL DEDUCTIONS 8,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 LOCATION PROGRESS ESTIMATE 03-PLA-80-0.1/2.2 ----------------- 03-PLA-80-4.1/6.0 GHILOTTI CONSTRUCTION COMPANY, PLACER COUNTY IN ROSEVILLE FROM 0.1 MILE INC. WEST OF RIVERSIDE AVENUE OVERCROSSING TO 246 GHILOTTI AVENUE 0.3 MILE EAST OF DOUGLAS BOULEVARD SANTA ROSA CA 95407 OVERCROSSING AND IN ROCKLIN FROM 1.1 MILE FED. AID NO. ACIM-803(252)E ROADWAY EXCAVATION, PLACE C12-AB, HMA, STR ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,850.0000 2,850.00 1.000 2,850.00 1.000 2,850 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.250 625.00 0.250 625 003 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 18,000.00 1.000 6,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 11,000.0000 11,000.00 1.000 11,000 007 CONSTRUCTION AREA SIGNS LS 20,045.0000 20,045.00 0.750 15,033 008 TRAFFIC CONTROL SYSTEM LS 700,000.0000 700,000.00 0.142 99,400 009 TYPE III BARRICADE EA 125.0000 8,250.00 14.000 1,750 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 5,915.00 508.000 1,778 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 54,835.00 86,615.250 47,638 012 PLASTIC TRAFFIC DRUMS EA 71.0000 21,300.00 118.000 8,378 013 TEMPORARY PAVEMENT MARKER EA 4.5000 7,110.00 1,196.000 5,382 014 TEMPORARY BARRIER SYSTEM LF 27.0000 396,900.00 1,080.000 29,160.00 13,520.000 365,040 015 TEMPORARY VARIABLE SPEED LIMIT SIGN EA 12,000.0000 24,000.00 0.000 0 SYSTEM 016 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,000.0000 13,000.00 0.000 0 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 43,000.0000 43,000.00 0.142 6,106 018 TEMPORARY CRASH CUSHION EA 8,000.0000 72,000.00 7.000 56,000 019 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.142 355 020 PREPARE STORM WATER POLLUTION PREVENTION LS 1,740.0000 1,740.00 0.500 870 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 13,500.00 2.000 1,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 435.0000 20,010.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 200.0000 1,600.00 2.000 400 CONTROL) 025 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.7000 16,380.00 2,756.000 1,929.20 8,341.000 5,838 MATRIX) 026 TEMPORARY COVER SQYD 2.3700 9,693.30 0.000 0 027 TEMPORARY CHECK DAM LF 4.7500 5,605.00 60.000 285 028 TEMPORARY DRAINAGE INLET PROTECTION EA 208.0000 18,304.00 6.000 1,248.00 67.000 13,936 029 TEMPORARY FIBER ROLL LF 3.7900 29,372.50 60.000 227.40 2,813.000 10,661 030 TEMPORARY GRAVEL BAG BERM LF 12.2400 8,568.00 102.000 1,248.48 204.000 2,496 031 TEMPORARY SILT FENCE LF 3.2500 17,225.00 6,482.000 21,066 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 31,200.00 2.000 10,400 033 STREET SWEEPING LS 4,600.0000 4,600.00 0.142 653 034 TEMPORARY CONCRETE WASHOUT LS 13,000.0000 13,000.00 0.000 0 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 450.0000 27,000.00 0.000 0 036 WATER QUALITY MONITORING REPORT EA 450.0000 4,950.00 0.000 0 037 WATER QUALITY ANNUAL REPORT EA 450.0000 900.00 0.000 0 038 TEMPORARY CREEK DIVERSION SYSTEMS LS 65,000.0000 65,000.00 0.000 0 039 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.000 0 040 TREATED WOOD WASTE LB 0.2000 5,340.00 0.000 0 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 63,100.0000 63,100.00 0.142 8,960 042 NATURAL RESOURCE PROTECTION PLAN LS 4,700.0000 4,700.00 0.142 667 043 REMOVE CONCRETE (SQYD) SQYD 46.0000 35,420.00 0.000 0 044 TEMPORARY HIGH-VISIBILITY FENCE LF 4.2100 23,744.40 5,638.000 23,735 045 CLEARING AND GRUBBING (LS) LS 17,000.0000 17,000.00 0.500 8,500 046 REMOVE TREE EA 338.0000 121,680.00 360.000 121,680 047 ROADWAY EXCAVATION CY 46.0000 2,456,400.00 10,485.000 482,310 048 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 254.0000 1,625,600.00 0.000 0 DEPOSITED LEAD) 049 CHANNEL EXCAVATION CY 400.0000 12,000.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (TYPE COM) (AERIALLY CY 78.0000 353,340.00 0.000 0 DEPOSITED LEAD) 051 BASIN EXCAVATION CY 47.0000 578,100.00 0.000 0 052 STRUCTURE EXCAVATION (BRIDGE) CY 490.0000 171,990.00 0.000 0 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 77.0000 487,179.00 1,450.000 111,650 (F) 054 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 185.0000 41,440.00 224.000 41,440.00 224.000 41,440 (F) 055 STRUCTURE BACKFILL (BRIDGE) CY 296.0000 58,608.00 0.000 0 (F) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 141.0000 610,953.00 1,108.000 156,228.00 1,108.000 156,228 (F) 057 STRUCTURE BACKFILL (CHANNEL) CY 280.0000 16,240.00 0.000 0 (F) 058 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 130.0000 21,060.00 0.000 0 (F) 059 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 320.0000 19,840.00 48.000 15,360.00 62.000 19,840 (F) 060 LEAN CONCRETE BACKFILL CY 320.0000 14,400.00 8.000 2,560.00 15.000 4,800 (F) 061 SOIL AMENDMENT CY 50.0000 3,500.00 0.000 0 062 RELOCATE IRRIGATION CONTROLLER EA 2,500.0000 5,000.00 0.000 0 063 RELOCATE REMOTE CONTROL VALVE AND VALVE EA 500.0000 9,500.00 0.000 0 BOX 064 ORGANIC FERTILIZER LB 2.0000 700.00 0.000 0 065 PACKET FERTILIZER EA 1.0000 130.00 0.000 0 066 SLOW-RELEASE FERTILIZER LB 1.0000 350.00 0.000 0 067 PLANT (GROUP A) EA 25.0000 3,000.00 0.000 0 068 PLANT (GROUP B) EA 50.0000 300.00 0.000 0 069 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 070 PLANT ESTABLISHMENT WORK LS 15,000.0000 15,000.00 0.000 0 071 WOOD MULCH CY 45.0000 4,950.00 0.000 0 072 CHECK AND TEST EXISTING IRRIGATION LS 3,000.0000 3,000.00 0.000 0 FACILITIES 073 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 0.000 0 074 REMOVE IRRIGATION FACILITY LS 12,000.0000 12,000.00 0.000 0 075 CONTROL AND NEUTRAL CONDUCTORS LS 53,744.0000 53,744.00 0.000 0 076 1" REMOTE CONTROL VALVE EA 600.0000 3,600.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RISER SPRINKLER ASSEMBLY EA 35.0000 4,200.00 0.000 0 078 3" GATE VALVE EA 700.0000 3,500.00 0.000 0 079 4" GATE VALVE EA 900.0000 2,700.00 0.000 0 080 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 2,406.00 0.000 0 (F) LINE) 081 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 8,505.00 0.000 0 (F) LINE) 082 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 1,470.00 0.000 0 (F) (SUPPLY LINE) 083 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 1,360.00 0.000 0 (F) (SUPPLY LINE) 084 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 8,487.00 0.000 0 (F) LINE) 085 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 10.0000 3,700.00 0.000 0 (F) LINE) 086 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 11.0000 9,185.00 0.000 0 (F) LINE) 087 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 12.0000 10,560.00 0.000 0 (F) LINE) 088 4" PLASTIC PIPE (CLASS 315) (SUPPLY LF 13.0000 21,840.00 0.000 0 (F) LINE) 089 4" SCHEDULE 40 PVC SLEEVE LF 30.0000 750.00 0.000 0 (F) 090 8" CORRUGATED HIGH DENSITY POLYETHYLENE LF 45.0000 7,200.00 0.000 0 PIPE CONDUIT 091 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 50.0000 1,500.00 0.000 0 PIPE CONDUIT 092 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4200 107,520.00 0.000 0 093 HYDROMULCH SQFT 0.0400 19,880.00 0.000 0 094 FIBER ROLLS LF 3.8300 53,620.00 94.000 360 095 HYDROSEED SQFT 0.1000 49,700.00 0.000 0 096 COMPOST (CY) CY 39.4900 60,814.60 0.000 0 097 INCORPORATE MATERIALS SQFT 0.0500 12,100.00 0.000 0 098 FINISHING ROADWAY LS 2,500.0000 2,500.00 0.000 0 099 CLASS 2 AGGREGATE BASE (CY) CY 78.0000 3,073,200.00 1,628.000 126,984 100 HOT MIX ASPHALT (TYPE A) TON 114.0000 2,553,600.00 0.000 0 101 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 166.0000 873,160.00 0.000 0 102 HOT MIX ASPHALT (BRIDGE) TON 91.0000 1,365.00 0.000 0 103 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 155.0000 477,400.00 0.000 0 (OPEN GRADED FRICTION COURSE) PROGRAM CAS145 PAGE 5 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.3900 2,676.80 0.000 0 105 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.3900 13,718.60 0.000 0 106 PLACE HOT MIX ASPHALT (MISCELLANEOUS SQYD 26.0000 5,200.00 0.000 0 AREA) 107 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 108 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 3.0000 15,720.00 0.000 0 109 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 720.00 0.000 0 110 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 28,750.00 0.000 0 111 REMOVE BASE AND SURFACING CY 51.0000 92,310.00 0.000 0 112 STEEL SOLDIER PILE (HP 12 X 84) LF 138.0000 128,064.00 928.000 128,064 113 24" DRILLED HOLE LF 492.0000 468,384.00 772.000 379,824.00 952.000 468,384 114 FURNISH STEEL PILING (HP 10 X 57) LF 53.7500 224,567.50 0.000 0 115 DRIVE STEEL PILE (HP 10 X 57) EA 2,225.0000 198,025.00 0.000 0 116 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 168.0000 216,720.00 472.000 79,296.00 472.000 79,296 117 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,300.0000 163,300.00 0.000 0 (SIGN FOUNDATION) 118 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 19,350.00 43.000 19,350.00 43.000 19,350 (RETAINING WALL) 119 CONCRETE SURFACE TEXTURE (DRY STACK) SQFT 40.0000 41,200.00 0.000 0 120 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,075.0000 67,725.00 0.000 0 (F) 121 STRUCTURAL CONCRETE, BRIDGE CY 2,750.0000 618,750.00 0.000 0 (F) 122 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,200.0000 200,200.00 0.000 0 (F) FIBER) 123 STRUCTURAL CONCRETE, RETAINING WALL CY 845.0000 2,143,765.00 128.000 108,160.00 541.000 457,145 (F) 124 STRUCTURAL CONCRETE, WALL FACING CY 2,875.0000 304,750.00 0.000 0 125 STRUCTURAL CONCRETE, HEADWALL CY 3,450.0000 18,285.00 2.640 9,108.00 5.280 18,216 126 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,620.0000 558,928.00 8.450 30,589.00 38.090 137,885 (F) 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,150.0000 232,760.00 5.180 5,957.00 6.540 7,521 (F) 128 MINOR CONCRETE (MINOR STRUCTURE, CY 2,650.0000 29,150.00 0.000 0 RETAINING GUTTER) 129 MINOR CONCRETE (BACKFILL) CY 290.0000 51,910.00 58.000 16,820 (F) 130 CONCRETE SURFACE TEXTURE (SPLIT FACE) SQFT 39.0000 95,940.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 DRILL AND BOND DOWEL LF 67.0000 10,720.00 0.000 0 132 DRILL AND BOND DOWEL (CHEMICAL LF 86.0000 1,548.00 0.000 0 ADHESIVE)(LF) 133 JOINT SEAL (MR 1") LF 197.0000 8,274.00 0.000 0 134 BAR REINFORCING STEEL (WALL FACING) LB 1.1400 39,320.88 0.000 0 (F) 135 BAR REINFORCING STEEL (BRIDGE) LB 1.5900 132,737.97 0.000 0 (F) 136 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5300 501,436.08 73,583.000 112,581 (F) 137 BAR REINFORCING STEEL (GALVANIZED) LB 7.9400 12,211.72 0.000 0 (F) 138 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.0000 380,100.00 0.000 0 139 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 27,150.00 0.000 0 140 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 90.0000 35,640.00 0.000 0 TRUSS) 141 REMOVE SIGN STRUCTURE (EA) EA 4,300.0000 12,900.00 2.000 8,600 142 TIMBER LAGGING MFBM 7,600.0000 91,200.00 0.000 0 (F) 143 SOUND WALL (MASONRY BLOCK) SQFT 46.0000 1,113,706.00 0.000 0 (F) 144 CLEAN AND PAINT STEEL SOLDIER PILING LS 46,503.0000 46,503.00 0.000 0 145 REMOVE SOUND WALL (LF) LF 142.0000 167,560.00 1,180.000 167,560.00 1,180.000 167,560 146 BRIDGE REMOVAL (PORTION) LS 49,000.0000 49,000.00 0.000 0 147 TEMPORARY CULVERT LF 150.0000 7,800.00 0.000 0 148 18" REINFORCED CONCRETE PIPE LF 227.0000 279,210.00 450.900 102,354 149 24" REINFORCED CONCRETE PIPE LF 253.0000 1,679,920.00 118.500 29,980.50 1,353.900 342,536 150 30" REINFORCED CONCRETE PIPE LF 268.0000 20,100.00 0.000 0 151 27" X 21" CORRUGATED STEEL PIPE ARCH LF 200.0000 160,000.00 0.000 0 (0.138" THICK) 152 3" PLASTIC PIPE UNDERDRAIN LF 132.0000 541.20 0.000 0 153 4" PLASTIC PIPE UNDERDRAIN LF 132.0000 541.20 0.000 0 154 8" NON-PERFORATED STEEL PIPE UNDERDRAIN LF 230.0000 5,290.00 0.000 0 155 24" CORRUGATED STEEL PIPE DOWNDRAIN LF 265.0000 9,540.00 0.000 0 (.138" THICK) 156 24" DOWNDRAIN SLIP JOINT EA 1,900.0000 3,800.00 0.000 0 157 24" ANCHOR ASSEMBLY EA 1,150.0000 2,300.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 24" CORRUGATED STEEL PIPE ENERGY EA 1,150.0000 2,300.00 0.000 0 DISSIPATOR (.064" THICK) 159 18" CONCRETE FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0 160 24" CONCRETE FLARED END SECTION EA 1,750.0000 14,000.00 0.000 0 161 30" CONCRETE FLARED END SECTION EA 2,300.0000 2,300.00 0.000 0 162 36" PRECAST CONCRETE PIPE INLET LF 470.0000 30,550.00 4.500 2,115.00 4.500 2,115 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 REMOVE PIPE (EA) EA 2,000.0000 32,000.00 1.000 2,000.00 2.000 4,000 165 REMOVE DOWNDRAIN (EA) EA 1,250.0000 2,500.00 0.000 0 166 REMOVE INLET EA 1,600.0000 14,400.00 1.000 1,600 167 REMOVE HEADWALL EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 168 REMOVE DRAINAGE JUNCTION STRUCTURE EA 2,000.0000 2,000.00 0.000 0 169 REMOVE PCC APRON EA 615.0000 615.00 0.000 0 170 REMOVE CONCRETE FLARED END SECTION (EA) EA 680.0000 4,760.00 1.000 680 171 ADJUST FRAME AND GRATE TO GRADE EA 2,400.0000 2,400.00 0.000 0 172 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 173 MODIFY INLET TO MANHOLE EA 4,600.0000 9,200.00 0.000 0 174 REMOVE CONCRETE (CHANNEL) CY 3,500.0000 7,000.00 0.000 0 175 REMOVE SLOPE PAVING (LS) LS 8,500.0000 8,500.00 0.000 0 176 CONCRETE (CHANNEL LINING) CY 2,800.0000 56,000.00 0.000 0 177 SLOPE PAVING (CONCRETE) CY 725.0000 87,000.00 0.000 0 178 RESET SLOPE PAVING (PAVERS) LS 12,500.0000 12,500.00 0.000 0 179 SLOPE PAVING (CONCRETE PAVERS) SQFT 44.0000 24,068.00 0.000 0 180 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 338.0000 9,464.00 0.000 0 METHOD B) (CY) 181 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 288.0000 20,448.00 3.100 892 METHOD B) (CY) 182 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 630.00 9.200 27 183 MINOR CONCRETE (CURB) (CY) CY 2,400.0000 16,800.00 0.000 0 184 MINOR CONCRETE (GUTTER) (LF) LF 48.0000 57,120.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 DETECTABLE WARNING SURFACE SQFT 26.0000 1,716.00 0.000 0 186 MINOR CONCRETE (CURB AND GUTTER) CY 1,000.0000 58,000.00 0.000 0 187 MINOR CONCRETE (SIDEWALK) CY 615.0000 14,145.00 0.000 0 188 MINOR CONCRETE (TEXTURED PAVING) CY 1,140.0000 535,800.00 0.000 0 189 MINOR CONCRETE (CURB RAMP) CY 1,650.0000 9,900.00 0.000 0 190 REMOVE CONCRETE (CURB AND GUTTER) LF 35.0000 24,850.00 0.000 0 191 REMOVE CONCRETE (CURB, GUTTER, AND LF 61.0000 26,230.00 0.000 0 SIDEWALK) (LF) 192 PRE/POST CONSTRUCTION SURVEYS EA 2,350.0000 9,400.00 0.000 0 193 MISCELLANEOUS IRON AND STEEL LB 2.5000 59,615.00 888.000 2,220.00 4,210.000 10,525 (F) 194 MANHOLE FRAME AND COVER EA 720.0000 4,320.00 1.000 720.00 1.000 720 195 PREPARE AND STAIN CONCRETE SQFT 8.5500 33,088.50 0.000 0 196 CHAIN LINK FENCE (TYPE CL-6) LF 23.8200 35,491.80 0.000 0 197 6' CHAIN LINK GATE (TYPE CL-4) EA 985.0000 1,970.00 0.000 0 198 4' CHAIN LINK GATE (TYPE CL-6) EA 1,175.0000 1,175.00 0.000 0 199 REMOVE FENCE LF 8.8500 13,009.50 654.000 5,787 200 REMOVE PAVEMENT MARKER EA 2.0000 2,900.00 1,412.000 2,824 201 DELINEATOR (CLASS 1) EA 65.0000 7,800.00 0.000 0 202 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 10,935.00 0.000 0 203 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 204 MARKER (CULVERT) EA 65.0000 1,430.00 0.000 0 205 REMOVE ROADSIDE SIGN EA 150.0000 7,800.00 0.000 0 206 RESET MILEPOST MARKER EA 45.0000 270.00 0.000 0 207 RESET ROADSIDE SIGN EA 475.0000 475.00 0.000 0 208 RELOCATE ROADSIDE SIGN-ONE POST EA 525.0000 1,050.00 0.000 0 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 34.0000 66,980.00 0.000 0 210 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 5,362.50 0.000 0 (0.063"-UNFRAMED) 211 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 5,687.50 0.000 0 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 9 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.5000 3,225.00 0.000 0 (0.063"-FRAMED) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 6,900.00 0.000 0 (0.080"-FRAMED) 214 ROADSIDE SIGN - ONE POST EA 475.0000 20,425.00 0.000 0 215 ROADSIDE SIGN - TWO POST EA 675.0000 3,375.00 0.000 0 216 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 475.0000 7,600.00 0.000 0 METHOD) 217 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 16.0000 20,800.00 0.000 0 218 MIDWEST GUARDRAIL SYSTEM LF 35.0000 56,700.00 0.000 0 219 VEGETATION CONTROL (MINOR CONCRETE) SQYD 108.0000 58,320.00 0.000 0 220 REMOVE VEGETATION CONTROL (MINOR SQYD 35.0000 13,650.00 43.000 1,505 CONCRETE) 221 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 117.0000 98,163.00 0.000 0 222 CABLE RAILING LF 31.5700 36,621.20 0.000 0 (F) 223 TRANSITION RAILING (TYPE WB-31) EA 5,750.0000 17,250.00 0.000 0 224 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,250.0000 9,000.00 0.000 0 225 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,250.0000 42,500.00 0.000 0 226 CONCRETE BARRIER (TYPE 60M) LF 158.0000 68,572.00 0.000 0 227 CONCRETE BARRIER (TYPE 60MC) LF 365.0000 1,084,050.00 0.000 0 228 CONCRETE BARRIER (TYPE 60MD) LF 123.0000 97,170.00 0.000 0 229 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 231.2600 577,918.74 0.000 0 (F) 230 REMOVE GUARDRAIL LF 9.0000 19,260.00 1,143.000 10,287 231 REMOVE CRASH CUSHION EA 2,100.0000 2,100.00 1.000 2,100 232 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 8.0000 18,240.00 0.000 0 WET NIGHT VISIBILITY) 233 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 86,670.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 234 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 11,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 235 REMOVE PAINTED TRAFFIC STRIPE (HIGH LF 0.5000 49,850.00 9,468.000 4,734 PRESSURE WATER BLASTING) 236 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 5,520.00 346.000 4,152 (HIGH PRESSURE WATER BLASTING) 237 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 41,130.00 55,192.000 33,115 (HIGH PRESSURE WATER BLASTING) 238 REMOVE TEMPORARY PAVEMENT MARKING SQFT 10.0000 16,900.00 0.000 0 (PAINT) (HIGH PRESSURE WATER BLASTING) PROGRAM CAS145 PAGE 10 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 12" RUMBLE STRIP (ASPHALT CONCRETE STA 115.0000 12,650.00 0.000 0 PAVEMENT) 240 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 241 CAMERA SYSTEMS LS 249,520.0000 249,520.00 0.020 4,990 242 FIBER OPTIC CABLE SYSTEMS LS 534,248.0000 534,248.00 0.850 454,110 243 MODIFYING LIGHTING SYSTEMS LS 865,319.0000 865,319.00 0.024 20,767.66 0.094 81,339 244 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 14,264.0000 14,264.00 -0.100 -1,426.40 0.000 0 245 MODIFYING RAMP METERING SYSTEMS LS 930,153.0000 930,153.00 -0.080 -74,412.24 0.020 18,603 246 MODIFYING TRAFFIC MONITORING STATIONS LS 88,750.0000 88,750.00 0.170 15,087.50 0.180 15,975 247 REMOVING RAMP METERING SYSTEMS LS 86,170.0000 86,170.00 -0.010 -861.70 0.000 0 248 REMOVING TRAFFIC MONITORING STATIONS LS 5,185.0000 5,185.00 -0.010 -51.85 0.000 0 249 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 250 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 0.142 42,600 251 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 252 TACK COAT TON 1,900.1900 100,710.07 0.000 0 253 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 254 CITY OF ROCKLIN TYPE F DROP INLET EA 5,100.0000 5,100.00 1.000 5,100 255 CULVERT CONNECTION EA 17,000.0000 17,000.00 0.000 0 256 MARKER EA 83.0000 830.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 12/22/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 02:56 PM ESTIMATE NO. 005 BID OPENING 01/26/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/23 R.E. NAME: SAMPSON, TAD DATE OF THIS ESTIMATE 12/22/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,050,858.55 4,578,198.91 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 10,093.00 10,093.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,060,951.55 4,588,291.91 257 MOBILIZATION LS 2,930,000.0000 2,930,000.00 0.750 2,197,500 ORIGINAL CONTRACT AMOUNT 36,651,367.56 TOTAL WORK COMPLETED 1,060,951.55 6,785,791.91 MATERIALS ON HAND ON SITE 132,797.44 DEDUCTIONS 8,000.00 -10,000.00 TOTAL 1,068,951.55 6,908,589.35 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 06/16/23 240 08/10/23 08/10/23 10/17/24 34 56 0 0 18% 14% PROGRESS IS SATISFACTORY SAMPSON, TAD RESIDENT ENGINEER