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 07/11/25 EST. NO. 025 TIME 07:11 AM R.E. NAME: CLARK, MARTIN 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 --------------------------------------------------------------------------- 040 0014 23,846.32 E.W. @ F.A.(+) 041725 N 0285.0 23,846.32 TOTAL THIS ESTIMATE 2,804,489.14 TOTAL PREVIOUS ESTIMATE 2,828,335.46 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 07/11/25 EST. NO. 025 TIME 07:11 AM R.E. NAME: CLARK, MARTIN 03-3F23U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FHWA-1391 -10,000.00 015 FHWA-1391 10,000.00 017 0.00 0.00 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 DEDUCT LETTER 12/23 -10,000.00 006 DEDUCT LETTER 1/24 -10,000.00 007 DEDUCT LETTER 3/24 -6,000.00 009 DEDUCT LETTER 5/24 -5,000.00 010 DEDUCT LETTER 7/24 -5,000.00 012 DEDUCT LETTER 8/24 -5,000.00 014 RETURN LETTER 9/23 10,000.00 014 RETURN LETTER 12/23 10,000.00 014 RETURN LETTER 1/24 10,000.00 014 DEDUCT LETTER 9/24 -7,000.00 015 DEDUCT LETTER 10/24 -8,000.00 016 RETURN LETTER 5/24 5,000.00 016 DEDUCT LETTER 11/24 -4,000.00 017 RETURN LETTER 07/24 5,000.00 018 RETURN LETTER 9/24 7,000.00 018 DEDUCT LETTER 12/24 -2,000.00 019 DEDUCT LETTER 2/25 -2,000.00 020 RETURN LETTER 3/24 6,000.00 020 RETURN LETTER 8/24 5,000.00 020 RETURN LETTER 10/24 8,000.00 020 RETURN LETTER 11/24 4,000.00 020 DEDUCT LETTER 3/25 -1,000.00 021 RETURN LETTER 12/24 2,000.00 021 RETURN LETTER 2/25 2,000.00 021 RETURN LETTER 3/25 1,000.00 024 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 LOCATION SUPPLEMENTAL 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 2,850 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 0.750 1,875 003 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 5.000 30,000 005 HOURLY OFF-SITE HR 200.0000 4,000.00 20.000 4,000 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 0.879 615,300 009 TYPE III BARRICADE EA 125.0000 8,250.00 14.000 1,750 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 5,915.00 1,698.000 5,943 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5500 54,835.00 130,359.000 71,697 012 PLASTIC TRAFFIC DRUMS EA 71.0000 21,300.00 118.000 8,378 013 TEMPORARY PAVEMENT MARKER EA 4.5000 7,110.00 1,651.000 7,429 014 TEMPORARY BARRIER SYSTEM LF 27.0000 396,900.00 17,220.000 464,940 015 TEMPORARY VARIABLE SPEED LIMIT SIGN EA 12,000.0000 24,000.00 2.000 24,000 SYSTEM 016 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 13,000.0000 13,000.00 0.879 11,427 017 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 43,000.0000 43,000.00 0.879 37,797 018 TEMPORARY CRASH CUSHION EA 8,000.0000 72,000.00 11.000 88,000 019 JOB SITE MANAGEMENT LS 2,500.0000 2,500.00 0.879 2,197 020 PREPARE STORM WATER POLLUTION PREVENTION LS 1,740.0000 1,740.00 1.000 1,740 PLAN 021 RAIN EVENT ACTION PLAN EA 500.0000 13,500.00 28.000 14,000 022 STORM WATER SAMPLING AND ANALYSIS DAY EA 435.0000 20,010.00 33.000 14,355 PROGRAM CAS145 PAGE 2 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 2,000 024 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 200.0000 1,600.00 11.000 2,200 CONTROL) 025 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 0.7000 16,380.00 54,321.000 38,024 MATRIX) 026 TEMPORARY COVER SQYD 2.3700 9,693.30 1,514.000 3,588 027 TEMPORARY CHECK DAM LF 4.7500 5,605.00 261.000 1,239 028 TEMPORARY DRAINAGE INLET PROTECTION EA 208.0000 18,304.00 67.000 13,936 029 TEMPORARY FIBER ROLL LF 3.7900 29,372.50 5,492.000 20,814 030 TEMPORARY GRAVEL BAG BERM LF 12.2400 8,568.00 327.000 4,002 031 TEMPORARY SILT FENCE LF 3.2500 17,225.00 6,666.000 21,664 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,200.0000 31,200.00 2.000 10,400 033 STREET SWEEPING LS 4,600.0000 4,600.00 0.879 4,043 034 TEMPORARY CONCRETE WASHOUT LS 13,000.0000 13,000.00 0.879 11,427 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 450.0000 27,000.00 16.000 7,200 036 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 1.000 65,000 039 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 040 TREATED WOOD WASTE LB 0.2000 5,340.00 29,341.000 5,868 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 63,100.0000 63,100.00 0.879 55,464 042 NATURAL RESOURCE PROTECTION PLAN LS 4,700.0000 4,700.00 0.879 4,131 043 REMOVE CONCRETE (SQYD) SQYD 46.0000 35,420.00 769.000 35,374 044 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 1.000 17,000 046 REMOVE TREE EA 338.0000 121,680.00 360.000 121,680 047 ROADWAY EXCAVATION CY 46.0000 2,456,400.00 64,809.060 2,981,216 048 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 254.0000 1,625,600.00 540.000 137,160 DEPOSITED LEAD) 049 CHANNEL EXCAVATION CY 400.0000 12,000.00 30.000 12,000 PROGRAM CAS145 PAGE 3 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,530.000 353,340 DEPOSITED LEAD) 051 BASIN EXCAVATION CY 47.0000 578,100.00 14,610.000 686,670 052 STRUCTURE EXCAVATION (BRIDGE) CY 490.0000 171,990.00 351.000 171,990 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 77.0000 487,179.00 4,914.000 378,378 (F) 054 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 185.0000 41,440.00 224.000 41,440 (F) 055 STRUCTURE BACKFILL (BRIDGE) CY 296.0000 58,608.00 198.000 58,608 (F) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 141.0000 610,953.00 3,707.000 522,687 (F) 057 STRUCTURE BACKFILL (CHANNEL) CY 280.0000 16,240.00 58.000 16,240 (F) 058 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 130.0000 21,060.00 162.000 21,060 (F) 059 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 320.0000 19,840.00 62.000 19,840 (F) 060 LEAN CONCRETE BACKFILL CY 320.0000 14,400.00 15.000 4,800 (F) 061 SOIL AMENDMENT CY 50.0000 3,500.00 70.000 3,500 062 RELOCATE IRRIGATION CONTROLLER EA 2,500.0000 5,000.00 2.000 5,000 063 RELOCATE REMOTE CONTROL VALVE AND VALVE EA 500.0000 9,500.00 9.000 4,500 BOX 064 ORGANIC FERTILIZER LB 2.0000 700.00 350.000 700 065 PACKET FERTILIZER EA 1.0000 130.00 130.000 130 066 SLOW-RELEASE FERTILIZER LB 1.0000 350.00 120.000 120 067 PLANT (GROUP A) EA 25.0000 3,000.00 120.000 3,000 068 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 0.060 900 071 WOOD MULCH CY 45.0000 4,950.00 110.000 4,950 072 CHECK AND TEST EXISTING IRRIGATION LS 3,000.0000 3,000.00 1.000 3,000 FACILITIES 073 OPERATE EXISTING IRRIGATION FACILITIES LS 5,000.0000 5,000.00 1.000 5,000 074 REMOVE IRRIGATION FACILITY LS 12,000.0000 12,000.00 1.000 12,000 075 CONTROL AND NEUTRAL CONDUCTORS LS 53,744.0000 53,744.00 0.900 48,369 076 1" REMOTE CONTROL VALVE EA 600.0000 3,600.00 6.000 3,600 PROGRAM CAS145 PAGE 4 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 4,200.00 120.000 4,200 078 3" GATE VALVE EA 700.0000 3,500.00 5.000 3,500 079 4" GATE VALVE EA 900.0000 2,700.00 3.000 2,700 080 1/2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 2,406.00 401.000 2,406 (F) LINE) 081 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 7.0000 8,505.00 1,215.000 8,505 (F) LINE) 082 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 1,470.00 210.000 1,470 (F) (SUPPLY LINE) 083 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 8.0000 1,360.00 170.000 1,360 (F) (SUPPLY LINE) 084 2" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 8,487.00 943.000 8,487 (F) LINE) 085 2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 10.0000 3,700.00 370.000 3,700 (F) LINE) 086 2 1/2" PLASTIC PIPE (CLASS 315) (SUPPLY LF 11.0000 9,185.00 835.000 9,185 (F) LINE) 087 3" PLASTIC PIPE (CLASS 315) (SUPPLY LF 12.0000 10,560.00 880.000 10,560 (F) LINE) 088 4" PLASTIC PIPE (CLASS 315) (SUPPLY LF 13.0000 21,840.00 1,680.000 21,840 (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 7,200.00 160.000 7,200 PIPE CONDUIT 091 12" CORRUGATED HIGH DENSITY POLYETHYLENE LF 50.0000 1,500.00 30.000 1,500 PIPE CONDUIT 092 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4200 107,520.00 95,898.000 40,277.16 193,898.000 81,437 093 HYDROMULCH SQFT 0.0400 19,880.00 220,599.000 8,823.96 404,927.000 16,197 094 FIBER ROLLS LF 3.8300 53,620.00 5,755.000 22,041.65 10,526.000 40,314 095 HYDROSEED SQFT 0.1000 49,700.00 220,599.000 22,059.90 404,927.000 40,492 096 COMPOST (CY) CY 39.4900 60,814.60 603.000 23,812.47 1,168.730 46,153 097 INCORPORATE MATERIALS SQFT 0.0500 12,100.00 92,206.000 4,610.30 181,884.000 9,094 098 FINISHING ROADWAY LS 2,500.0000 2,500.00 1.000 2,500 099 CLASS 2 AGGREGATE BASE (CY) CY 78.0000 3,073,200.00 36,476.870 2,845,195 100 HOT MIX ASPHALT (TYPE A) TON 114.0000 2,553,600.00 23,647.300 2,695,792 101 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 166.0000 873,160.00 5,681.000 943,046 102 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 6,633.000 1,028,115 (OPEN GRADED FRICTION COURSE) PROGRAM CAS145 PAGE 5 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,676.80 686.000 1,639 105 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.3900 13,718.60 5,494.000 13,130 106 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 5,239.000 15,717 109 REMOVE ASPHALT CONCRETE DIKE LF 3.0000 720.00 231.000 693 110 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.5000 28,750.00 294.000 3,675 111 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 468,384.00 952.000 468,384 114 FURNISH STEEL PILING (HP 10 X 57) LF 53.7500 224,567.50 4,178.000 224,567 115 DRIVE STEEL PILE (HP 10 X 57) EA 2,225.0000 198,025.00 82.000 182,450 116 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 168.0000 216,720.00 1,259.000 211,512 117 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 2,300.0000 163,300.00 61.000 140,300 (SIGN FOUNDATION) 118 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 19,350.00 43.000 19,350 (RETAINING WALL) 119 CONCRETE SURFACE TEXTURE (DRY STACK) SQFT 40.0000 41,200.00 2,661.000 106,440 120 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,075.0000 67,725.00 63.000 67,725 (F) 121 STRUCTURAL CONCRETE, BRIDGE CY 2,750.0000 618,750.00 225.000 618,750 (F) 122 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,200.0000 200,200.00 91.000 200,200 (F) FIBER) 123 STRUCTURAL CONCRETE, RETAINING WALL CY 845.0000 2,143,765.00 1,676.000 1,416,220 (F) 124 STRUCTURAL CONCRETE, WALL FACING CY 2,875.0000 304,750.00 106.000 304,750 125 STRUCTURAL CONCRETE, HEADWALL CY 3,450.0000 18,285.00 5.280 18,216 126 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,620.0000 558,928.00 162.380 587,815 (F) 127 MINOR CONCRETE (MINOR STRUCTURE) CY 1,150.0000 232,760.00 202.400 232,760 (F) 128 MINOR CONCRETE (MINOR STRUCTURE, CY 2,650.0000 29,150.00 11.000 29,150 RETAINING GUTTER) 129 MINOR CONCRETE (BACKFILL) CY 290.0000 51,910.00 536.000 155,440 (F) 130 CONCRETE SURFACE TEXTURE (SPLIT FACE) SQFT 39.0000 95,940.00 809.000 31,551 PROGRAM CAS145 PAGE 6 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,720.00 160.000 10,720 132 DRILL AND BOND DOWEL (CHEMICAL LF 86.0000 1,548.00 18.000 1,548 ADHESIVE)(LF) 133 JOINT SEAL (MR 1") LF 197.0000 8,274.00 42.000 8,274 134 BAR REINFORCING STEEL (WALL FACING) LB 1.1400 39,320.88 34,492.000 39,320 (F) 135 BAR REINFORCING STEEL (BRIDGE) LB 1.5900 132,737.97 83,483.000 132,737 (F) 136 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5300 501,436.08 256,213.000 392,005 (F) 137 BAR REINFORCING STEEL (GALVANIZED) LB 7.9400 12,211.72 1,538.000 12,211 (F) 138 FURNISH SIGN STRUCTURE (VERSATILE TRUSS) LB 7.0000 380,100.00 57,008.000 399,056 139 INSTALL SIGN STRUCTURE (VERSATILE TRUSS) LB 0.5000 27,150.00 57,008.000 28,504 140 ALUMINUM WALKWAY GRATING (VERSATILE SQFT 90.0000 35,640.00 397.000 35,730 TRUSS) 141 REMOVE SIGN STRUCTURE (EA) EA 4,300.0000 12,900.00 3.000 12,900 142 TIMBER LAGGING MFBM 7,600.0000 91,200.00 12.000 91,200 (F) 143 SOUND WALL (MASONRY BLOCK) SQFT 46.0000 1,113,706.00 24,211.000 1,113,706 (F) 144 CLEAN AND PAINT STEEL SOLDIER PILING LS 46,503.0000 46,503.00 1.000 46,503 145 REMOVE SOUND WALL (LF) LF 142.0000 167,560.00 1,180.000 167,560 146 BRIDGE REMOVAL (PORTION) LS 49,000.0000 49,000.00 1.000 49,000 147 TEMPORARY CULVERT LF 150.0000 7,800.00 52.000 7,800 148 18" REINFORCED CONCRETE PIPE LF 227.0000 279,210.00 1,448.700 328,854 149 24" REINFORCED CONCRETE PIPE LF 253.0000 1,679,920.00 6,626.900 1,676,605 150 30" REINFORCED CONCRETE PIPE LF 268.0000 20,100.00 75.000 20,100 151 27" X 21" CORRUGATED STEEL PIPE ARCH LF 200.0000 160,000.00 799.100 159,820 (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 36.000 9,540 (.138" THICK) 156 24" DOWNDRAIN SLIP JOINT EA 1,900.0000 3,800.00 2.000 3,800 157 24" ANCHOR ASSEMBLY EA 1,150.0000 2,300.00 7.000 8,050 PROGRAM CAS145 PAGE 7 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 2,300 DISSIPATOR (.064" THICK) 159 18" CONCRETE FLARED END SECTION EA 1,700.0000 3,400.00 2.000 3,400 160 24" CONCRETE FLARED END SECTION EA 1,750.0000 14,000.00 8.000 14,000 161 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 64.500 30,315 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 REMOVE PIPE (EA) EA 2,000.0000 32,000.00 13.000 26,000 165 REMOVE DOWNDRAIN (EA) EA 1,250.0000 2,500.00 2.000 2,500 166 REMOVE INLET EA 1,600.0000 14,400.00 7.000 11,200 167 REMOVE HEADWALL EA 2,000.0000 2,000.00 1.000 2,000 168 REMOVE DRAINAGE JUNCTION STRUCTURE EA 2,000.0000 2,000.00 1.000 2,000 169 REMOVE PCC APRON EA 615.0000 615.00 1.000 615 170 REMOVE CONCRETE FLARED END SECTION (EA) EA 680.0000 4,760.00 7.000 4,760 171 ADJUST FRAME AND GRATE TO GRADE EA 2,400.0000 2,400.00 1.000 2,400 172 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 173 MODIFY INLET TO MANHOLE EA 4,600.0000 9,200.00 2.000 9,200 174 REMOVE CONCRETE (CHANNEL) CY 3,500.0000 7,000.00 2.000 7,000 175 REMOVE SLOPE PAVING (LS) LS 8,500.0000 8,500.00 1.000 8,500 176 CONCRETE (CHANNEL LINING) CY 2,800.0000 56,000.00 20.000 56,000 177 SLOPE PAVING (CONCRETE) CY 725.0000 87,000.00 153.550 111,323 178 RESET SLOPE PAVING (PAVERS) LS 12,500.0000 12,500.00 1.000 12,500 179 SLOPE PAVING (CONCRETE PAVERS) SQFT 44.0000 24,068.00 288.000 12,672 180 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 338.0000 9,464.00 23.750 8,027 METHOD B) (CY) 181 ROCK SLOPE PROTECTION (20 LB, CLASS I, CY 288.0000 20,448.00 114.900 33,091 METHOD B) (CY) 182 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 3.0000 630.00 540.500 1,621 183 MINOR CONCRETE (CURB) (CY) CY 2,400.0000 16,800.00 6.500 15,600 184 MINOR CONCRETE (GUTTER) (LF) LF 48.0000 57,120.00 1,018.000 48,864 PROGRAM CAS145 PAGE 8 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 66.000 1,716 186 MINOR CONCRETE (CURB AND GUTTER) CY 1,000.0000 58,000.00 34.700 34,700 187 MINOR CONCRETE (SIDEWALK) CY 615.0000 14,145.00 23.000 14,145 188 MINOR CONCRETE (TEXTURED PAVING) CY 1,140.0000 535,800.00 458.000 522,120 189 MINOR CONCRETE (CURB RAMP) CY 1,650.0000 9,900.00 5.600 9,240 190 REMOVE CONCRETE (CURB AND GUTTER) LF 35.0000 24,850.00 707.000 24,745 191 REMOVE CONCRETE (CURB, GUTTER, AND LF 61.0000 26,230.00 428.000 26,108 SIDEWALK) (LF) 192 PRE/POST CONSTRUCTION SURVEYS EA 2,350.0000 9,400.00 3.000 7,050 193 MISCELLANEOUS IRON AND STEEL LB 2.5000 59,615.00 24,172.000 60,430 (F) 194 MANHOLE FRAME AND COVER EA 720.0000 4,320.00 6.000 4,320 195 PREPARE AND STAIN CONCRETE SQFT 8.5500 33,088.50 3,353.000 28,668 196 CHAIN LINK FENCE (TYPE CL-6) LF 23.8200 35,491.80 1,641.000 39,088 197 6' CHAIN LINK GATE (TYPE CL-4) EA 985.0000 1,970.00 2.000 1,970 198 4' CHAIN LINK GATE (TYPE CL-6) EA 1,175.0000 1,175.00 1.000 1,175 199 REMOVE FENCE LF 8.8500 13,009.50 1,470.000 13,009 200 REMOVE PAVEMENT MARKER EA 2.0000 2,900.00 1,535.000 3,070 201 DELINEATOR (CLASS 1) EA 65.0000 7,800.00 136.000 8,840 202 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.5000 10,935.00 2,386.000 10,737 203 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 204 MARKER (CULVERT) EA 65.0000 1,430.00 19.000 1,235 205 REMOVE ROADSIDE SIGN EA 150.0000 7,800.00 52.000 7,800 206 RESET MILEPOST MARKER EA 45.0000 270.00 6.000 270 207 RESET ROADSIDE SIGN EA 475.0000 475.00 1.000 475 208 RELOCATE ROADSIDE SIGN-ONE POST EA 525.0000 1,050.00 2.000 1,050 209 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 34.0000 66,980.00 1,840.830 62,588 210 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 5,362.50 324.280 5,350 (0.063"-UNFRAMED) 211 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 5,687.50 324.000 5,670 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 9 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,225.00 142.000 3,053 (0.063"-FRAMED) 213 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 6,900.00 290.500 6,681 (0.080"-FRAMED) 214 ROADSIDE SIGN - ONE POST EA 475.0000 20,425.00 39.000 18,525 215 ROADSIDE SIGN - TWO POST EA 675.0000 3,375.00 9.000 6,075 216 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 475.0000 7,600.00 16.000 7,600 METHOD) 217 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 16.0000 20,800.00 1,175.000 18,800 218 MIDWEST GUARDRAIL SYSTEM LF 35.0000 56,700.00 3,298.000 115,430 219 VEGETATION CONTROL (MINOR CONCRETE) SQYD 108.0000 58,320.00 694.000 74,952 220 REMOVE VEGETATION CONTROL (MINOR SQYD 35.0000 13,650.00 383.000 13,405 CONCRETE) 221 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 117.0000 98,163.00 0.000 0 222 CABLE RAILING LF 31.5700 36,621.20 430.000 13,575 (F) 223 TRANSITION RAILING (TYPE WB-31) EA 5,750.0000 17,250.00 3.000 17,250 224 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 2,250.0000 9,000.00 4.000 9,000 225 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,250.0000 42,500.00 12.000 51,000 226 CONCRETE BARRIER (TYPE 60M) LF 158.0000 68,572.00 1,420.000 224,360 227 CONCRETE BARRIER (TYPE 60MC) LF 365.0000 1,084,050.00 2,757.000 1,006,305 228 CONCRETE BARRIER (TYPE 60MD) LF 123.0000 97,170.00 792.000 97,416 229 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 231.2600 577,918.74 2,499.000 577,918 (F) 230 REMOVE GUARDRAIL LF 9.0000 19,260.00 2,327.000 20,943 231 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 5,876.000 47,008 WET NIGHT VISIBILITY) 233 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 86,670.00 128,962.000 116,065 (ENHANCED WET NIGHT VISIBILITY) 234 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 11,300.00 6,370.000 7,962 (ENHANCED WET NIGHT VISIBILITY) 235 REMOVE PAINTED TRAFFIC STRIPE (HIGH LF 0.5000 49,850.00 50,169.000 25,084 PRESSURE WATER BLASTING) 236 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.0000 5,520.00 421.000 5,052 (HIGH PRESSURE WATER BLASTING) 237 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 41,130.00 56,342.000 33,805 (HIGH PRESSURE WATER BLASTING) 238 REMOVE TEMPORARY PAVEMENT MARKING SQFT 10.0000 16,900.00 252.000 2,520 (PAINT) (HIGH PRESSURE WATER BLASTING) PROGRAM CAS145 PAGE 10 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 2,500 SYSTEM ELEMENTS DURING CONSTRUCTION 241 CAMERA SYSTEMS LS 249,520.0000 249,520.00 1.000 249,520 242 FIBER OPTIC CABLE SYSTEMS LS 534,248.0000 534,248.00 1.000 534,248 243 MODIFYING LIGHTING SYSTEMS LS 865,319.0000 865,319.00 1.000 865,319 244 MODIFYING SIGNAL AND LIGHTING SYSTEMS LS 14,264.0000 14,264.00 1.000 14,264 245 MODIFYING RAMP METERING SYSTEMS LS 930,153.0000 930,153.00 1.000 930,153 246 MODIFYING TRAFFIC MONITORING STATIONS LS 88,750.0000 88,750.00 1.000 88,750 247 REMOVING RAMP METERING SYSTEMS LS 86,170.0000 86,170.00 1.000 86,170 248 REMOVING TRAFFIC MONITORING STATIONS LS 5,185.0000 5,185.00 1.000 5,185 249 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 250 TIME-RELATED OVERHEAD (LS) LS 300,000.0000 300,000.00 0.879 263,700 251 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 252 TACK COAT TON 1,900.1900 100,710.07 70.100 133,203 253 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 1.000 17,000 256 MARKER EA 83.0000 830.00 7.000 581 PROGRAM CAS145 PAGE 11 DATE 07/11/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3F23U4 TIME 07:11 AM ESTIMATE NO. 025 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 06/20/25 R.E. NAME: CLARK, MARTIN DATE OF THIS ESTIMATE 07/11/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 121,625.44 32,212,748.64 ADJUSTMENT OF COMPENSATION 0.00 315,846.62 EXTRA WORK 23,846.32 2,512,488.84 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 145,471.76 35,041,084.10 257 MOBILIZATION LS 2,930,000.0000 2,930,000.00 1.000 2,930,000 ORIGINAL CONTRACT AMOUNT 36,651,367.56 TOTAL WORK COMPLETED 145,471.76 37,971,084.10 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 145,471.76 37,971,084.10 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 07/01/25 233 229 0 0 97% 97% PROGRESS IS SATISFACTORY CLARK, MARTIN RESIDENT ENGINEER