PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 01/25/22 EST. NO. 031 TIME 03:14 PM R.E. NAME: JEFF JOHNSON/BARBARA WHITE 03-2F3404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0046 1,575.00 E.W. @ F.A.(+) 050821 N 1652.2 0048 5,170.00 050121 N 1654.2 017 0219 535.69 E.W. @ F.A.(+) 111121 N 2236.0 0221 381.43 112421 N 2263.0 0225 381.43 112921 N 2286.0 0232 1,868.75 083121 N 2352.0 041 0001 -45,000.00 A.C. @ L.S.(-) 112221 N 0001 0 043 0011 43,203.00 E.W. @ L.S.(+) 121721 N 0011 0 044 0082 406.38 E.W. @ F.A.(+) 083121 N 2353.0 053 0179 2,377.68 E.W. @ F.A.(+) 120621 N 2354.0 054 0449 826.59 E.W. @ F.A.(+) 112221 N 2260.0 0451 2,743.82 120121 N 2287.0 0452 2,699.27 120221 N 2289.0 0456 1,595.71 120621 N 2308.0 0459 3,289.96 071121 N 2355.0 055 0178 32,128.94 E.W. @ F.A.(+) 090421 N 2080.0 0179 28,596.48 052921 N 2097.0 0185 46,451.68 072621 N 2149.0 0192 18,447.00 092521 N 2193.0 0195 49,221.65 101621 N 2247.0 0197 18,645.00 101821 N 2264.0 0199 388.05 120121 N 2288.0 0200 432.60 120221 N 2290.0 056 0079 3,585.33 E.W. @ F.A.(+) 062921 N 1861.0 0080 1,007.23 063021 N 1864.0 0082 2,516.25 063021 N 1938.0 0083 28,820.00 071521 N 1912.0 0084 34,793.00 082521 N 2001.0 0086 23,204.50 090121 N 2082.0 0087 328.31 101921 N 2201.0 0088 6,330.50 101521 N 2192.0 0089 824.64 102721 N 2208.0 0090 1,284.52 102821 N 2211.0 0091 559.99 110221 N 2224.0 0094 1,463.00 100521 N 2283.0 061 0001 -10,000.00 A.C. @ L.S.(-) 112221 N 0001 0 073 0001 -125,000.00 A.C. @ L.S.(-) 112221 N 0001 0 076 0001 -45,000.00 A.C. @ L.S.(-) 112221 N 0001 0 141,083.38 TOTAL THIS ESTIMATE 15,796,438.21 TOTAL PREVIOUS ESTIMATE 15,937,521.59 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 01/25/22 EST. NO. 031 TIME 03:14 PM R.E. NAME: JEFF JOHNSON/BARBARA WHITE 03-2F3404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PF 8/6/19 TRENCH -30,000.00 003 RW 5 RESTAKE CHARGE -3,304.00 004 ELEC VENDOR SUBMITT -10,000.00 007 ELEC VENDOR SUBMIT 10,000.00 012 PF TRENCH RELEASE 30,000.00 012 RW 5 RESTAKE CHARGE 3,304.00 012 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 028 RCVD FHWA 1391 10,000.00 030 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 6/20 -8,000.00 013 PER LTTR 7/20 -10,000.00 013 PER LTR 08/20/20 -10,000.00 015 RETURN DEDUCT 6/20 8,000.00 015 PER LTR DATED 9/20 -10,000.00 016 PER LTR DATED 10/20 -10,000.00 017 RETURN DEDUCT 7/20 10,000.00 017 PER LTR DATED 11/20 -10,000.00 018 RETURN DEDUCT 8/20 10,000.00 018 RETURN DEDUCT 9/20 10,000.00 018 RETURN DEDUCT 10/20 10,000.00 018 RETURN DEDUCT 11/20 10,000.00 020 PER 1/21 LETTER -10,000.00 021 PER 3/21 LETTER -3,000.00 023 RELEASE 1/21 DEDUCT 10,000.00 023 RETURN DEDUCT 3/21 3,000.00 024 PER LTR DATED 5/21 -8,000.00 025 PER 6/21 LETTER -8,000.00 026 PER 7/21 LETTER -10,000.00 027 RELEASE 5/21 DEDUCT 8,000.00 027 PER 8/21 LETTER -10,000.00 028 RELEASE 6/21 DEDUCT 8,000.00 028 PER 12/21 LETTER -8,000.00 030 RELEASE 8/21 DEDUCT 10,000.00 030 PER 1/22 LETTER -5,000.00 031 -5,000.00 -23,000.00 TOTAL DEDUCTIONS -5,000.00 -23,000.00 PROGRAM CAS145 PAGE 1 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 LOCATION PROGRESS ESTIMATE 03-PLA-49-3.1/7.5 ----------------- FLATIRON WEST, INC. IN PLACER COUNTY IN AND NEAR AUBURN 2100 GOODYEAR RD FROM 0.1 MILE SOUTH OF ROUTE 49/80 BENICIA CA 94510 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD FED. AID NO. B1NH-P049(177)E WIDEN SHLDRS, RET WALL, REPLACE MBGR, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,900.0000 2,900.00 1.000 2,900 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.440 1,100 003 TIME-RELATED OVERHEAD (LS) LS 1,000,000.0000 1,000,000.00 1.000 1,000,000 004 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 0.000 0 005 CONSTRUCTION AREA SIGNS LS 9,900.0000 9,900.00 1.000 9,900 006 TRAFFIC CONTROL SYSTEM LS 680,000.0000 680,000.00 0.000 0 007 TYPE III BARRICADE EA 100.0000 1,800.00 12.000 1,200 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 29,200.00 60,405.000 30,202 009 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 14,850.00 253.000 13,915 010 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 69,000.0000 69,000.00 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 48,000.0000 48,000.00 0.000 0 012 TEMPORARY RAILING (TYPE K) LF 25.0000 145,000.00 3,380.000 84,500 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 530.0000 4,240.00 0.000 0 014 JOB SITE MANAGEMENT LS 145,000.0000 145,000.00 0.000 0 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.500 825 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 15,000.00 16.000 8,000 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 200.0000 11,600.00 8.000 1,600 018 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 019 TEMPORARY EROSION CONTROL BLANKET SQYD 2.9300 38,676.00 0.000 0 020 MOVE-IN/MOVE-OUT EA 120.0000 1,440.00 9.000 1,080 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.5100 14,127.00 5,516.000 2,813 (BONDED FIBER MATRIX) 022 TEMPORARY CHECK DAM LF 3.2000 5,760.00 731.000 2,339 PROGRAM CAS145 PAGE 2 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 160.0000 11,040.00 73.000 11,680 024 TEMPORARY FIBER ROLL LF 2.4700 19,932.90 2,356.000 5,819 025 TEMPORARY GRAVEL BAG BERM LF 8.6800 29,512.00 2,073.000 17,993 026 TEMPORARY SILT FENCE LF 2.0600 14,420.00 2,004.000 4,128 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 16,000.00 0.000 0 028 STREET SWEEPING LS 172,800.0000 172,800.00 0.000 0 029 TEMPORARY CONCRETE WASHOUT LS 15,000.0000 15,000.00 0.000 0 030 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 031 TREATED WOOD WASTE LB 0.2300 14,950.00 57,380.000 13,197 032 DUST CONTROL PLAN LS 9,000.0000 9,000.00 1.000 9,000 (NATURALLY OCCURRING ASBESTOS) 033 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 034 TEMPORARY HIGH-VISIBILITY FENCE LF 2.4600 6,494.40 2,702.000 6,646 035 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 1.000 150,000 036 ROADWAY EXCAVATION CY 40.0000 444,000.00 0.000 0 037 ROCK EXCAVATION CY 40.0000 52,400.00 0.000 0 038 SHOULDER BACKING TON 100.0000 8,700.00 0.000 0 039 STRUCTURE EXCAVATION (RETAINING WALL) CY 99.0000 1,134,639.00 1,863.000 184,437 (F) 040 STRUCTURE BACKFILL (RETAINING WALL) CY 115.0000 807,415.00 1,227.000 141,105 (F) 041 PERVIOUS BACKFILL MATERIAL (RETAINING CY 70.0000 47,810.00 67.000 4,690 (F) WALL) 042 CONCRETE BACKFILL CY 600.0000 13,200.00 0.000 0 (F) 043 DITCH EXCAVATION CY 28.0000 45,640.00 1,630.000 45,640 044 IMPORTED BORROW (CY) CY 1.0000 4,200.00 0.000 0 045 ROCK MULCH SQFT 2.2500 405.00 0.000 0 046 REMOVE WATER METER AND CAP SERVICE EA 10,000.0000 10,000.00 0.000 0 047 WOOD MULCH CY 51.1500 20,971.50 176.100 9,007 048 CHECK AND TEST EXISTING IRRIGATION LS 4,367.3500 4,367.35 1.000 4,367 FACILITIES 049 OPERATE EXISTING IRRIGATION FACILITIES LS 13,102.0400 13,102.04 1.000 13,102 PROGRAM CAS145 PAGE 3 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE IRRIGATION FACILITY LS 2,448.9800 2,448.98 1.000 2,448 051 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 142.8600 1,428.60 4.500 642 052 POP-UP SPRINKLER ASSEMBLY EA 124.4900 871.43 3.000 373 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.6700 476.85 38.000 329 (F) LINE) 054 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 8.9300 2,455.75 0.000 0 (F) LINE) 055 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.2900 278.70 0.000 0 (F) (SUPPLY LINE) 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 200.0000 800.00 5.000 1,000 057 IMPORTED BIOFILTRATION SOIL CY 70.0000 40,600.00 0.000 0 058 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 27,600.00 309,586.000 46,437 059 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4800 27,312.00 88,292.000 42,380 060 FIBER ROLLS LF 2.4700 14,153.10 7,672.000 18,949 061 COMPOST (CY) CY 83.9500 9,234.50 142.100 11,929 062 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.000 0 063 CLASS 2 AGGREGATE BASE (CY) CY 80.0000 441,600.00 0.000 0 064 PREPAVING INERTIAL PROFILER LS 2,500.0000 2,500.00 1.000 2,500 065 HOT MIX ASPHALT (TYPE A) TON 150.0000 714,000.00 7,171.110 1,075,666 066 MINOR HOT MIX ASPHALT TON 300.0000 2,100.00 0.000 0 067 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 120.0000 3,888,000.00 23,395.180 2,807,421 068 ASPHALT BINDER TON 1,000.0000 1,300.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 069 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 15.0000 17,250.00 0.000 0 (PAVING FABRIC) 070 DATA CORE LS 25,000.0000 25,000.00 1.000 25,000 071 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.1700 72.54 278.000 325 072 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.1700 257.40 0.000 0 073 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.1700 15,678.00 10,053.000 11,762 074 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.1700 1,415.70 0.000 0 075 PLACE HOT MIX ASPHALT SQYD 200.0000 10,400.00 52.000 10,400 (MISCELLANEOUS AREA) 076 TACK COAT TON 1,000.0000 110,000.00 85.090 85,090 PROGRAM CAS145 PAGE 4 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 30,200.00 15,000.000 30,000 078 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.3000 782,100.00 249,616.340 823,733 079 STRUCTURAL CONCRETE, RETAINING WALL CY 770.0000 3,408,020.00 585.000 450,450 (F) 080 STRUCTURAL CONCRETE, HEADWALL CY 1,500.0000 3,750.00 0.000 0 (F) 081 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,897.0800 119,516.04 0.000 0 (F) 082 MINOR CONCRETE (MINOR STRUCTURE) CY 1,050.0000 81,900.00 0.000 0 (F) 083 ARCHITECTURAL TREATMENT SQFT 16.7500 320,645.25 2,030.000 34,002 (F) 084 BAR REINFORCING STEEL (RETAINING WALL) LB 2.4400 670,573.00 40,308.000 98,351 (F) 085 REMOVE PEDESTRIAN BARRICADE EA 400.0000 1,200.00 0.000 0 086 PEDESTRIAN BARRICADE EA 750.0000 1,500.00 2.000 1,500 087 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 16,900.00 0.000 0 088 12" ALTERNATIVE SLOTTED PIPE LF 130.0000 33,800.00 0.000 0 089 CONCRETE BACKFILL (PIPE TRENCH) CY 190.0000 11,970.00 0.000 0 (F) 090 18" PLASTIC PIPE LF 120.0000 2,160.00 0.000 0 091 24" PLASTIC PIPE LF 125.0000 2,875.00 0.000 0 092 15" REINFORCED CONCRETE PIPE LF 100.0000 121,000.00 0.000 0 093 18" REINFORCED CONCRETE PIPE LF 145.0000 218,950.00 0.000 0 094 24" REINFORCED CONCRETE PIPE LF 200.0000 74,000.00 0.000 0 095 30" REINFORCED CONCRETE PIPE LF 230.0000 41,400.00 0.000 0 096 48" REINFORCED CONCRETE PIPE LF 400.3700 52,048.10 0.000 0 097 10" CORRUGATED STEEL PIPE (.079" THICK) LF 95.0000 2,660.00 0.000 0 098 15" CORRUGATED STEEL PIPE (.109" THICK) LF 105.0000 5,040.00 0.000 0 099 24" CORRUGATED STEEL PIPE (.138" THICK) LF 135.0000 4,725.00 0.000 0 100 18" CORRUGATED STEEL PIPE (.138" THICK) LF 100.0000 11,000.00 0.000 0 101 24" X 18" CORRUGATED STEEL PIPE ARCH LF 100.0000 6,000.00 0.000 0 (.109" THICK) 102 35" X 24" CORRUGATED STEEL PIPE ARCH LF 190.0000 10,640.00 0.000 0 (.138" THICK) 103 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 50.0000 138,000.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 4" PLASTIC PIPE (RETAINING WALL DRAIN) LF 4.0000 10,880.00 123.000 492 105 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 65.0000 1,300.00 0.000 0 (.109" THICK) 106 GEOMEMBRANE SQYD 35.0000 9,450.00 0.000 0 107 DRAINAGE INLET MARKER EA 55.0000 2,475.00 45.000 2,475 108 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 109 18" STEEL FLARED END SECTION EA 110.0000 550.00 0.000 0 110 15" CONCRETE FLARED END SECTION EA 825.0000 1,650.00 0.000 0 111 18" CONCRETE FLARED END SECTION EA 825.0000 2,475.00 0.000 0 112 24" CONCRETE FLARED END SECTION EA 920.0000 920.00 0.000 0 113 24" X 18" STEEL FLARED END PIPE ARCH EA 950.0000 950.00 0.000 0 SECTION 114 36" PRECAST CONCRETE PIPE INLET LF 650.0000 19,500.00 0.000 0 115 REMOVE OVERSIDE DRAIN EA 1,000.0000 9,000.00 0.000 0 116 REMOVE CULVERT (LF) LF 70.0000 135,100.00 0.000 0 117 REMOVE DOWNDRAIN (EA) EA 1,200.0000 2,400.00 0.000 0 118 REMOVE INLET EA 1,200.0000 14,400.00 0.000 0 119 REMOVE FLARED END SECTION (EA) EA 400.0000 8,400.00 0.000 0 120 ADJUST INLET EA 2,100.0000 4,200.00 0.000 0 121 GRIND EXISTING CONCRETE INLET EA 1,100.0000 4,400.00 0.000 0 122 ADJUST MANHOLE TO GRADE EA 2,300.0000 2,300.00 0.000 0 123 ADJUST UTILITY COVER TO GRADE EA 710.0000 33,370.00 0.000 0 124 MODIFY INLET EA 4,600.0000 4,600.00 0.000 0 125 CLEANING, INSPECTING, AND PREPARING LF 17.3500 5,899.00 334.300 5,800 CULVERT (LF) 126 18" CURED-IN-PLACE PIPELINER LF 147.9600 17,755.20 120.000 17,755 127 24" CURED-IN-PLACE PIPELINER LF 150.0000 33,000.00 220.000 33,000 128 ROCK SLOPE PROTECTION CY 120.0000 2,640.00 0.000 0 (F) (LIGHT, METHOD B) (CY) 129 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 85.0000 3,825.00 0.000 0 (F) (CY) 130 CONCRETE (DITCH LINING) CY 625.0000 106,250.00 166.000 103,750 PROGRAM CAS145 PAGE 6 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 540.00 0.000 0 132 MINOR CONCRETE (GUTTER) (CY) CY 1,300.0000 122,200.00 14.000 18,200 133 DETECTABLE WARNING SURFACE SQFT 80.0000 101,600.00 1,274.680 101,974 134 MINOR CONCRETE (CURB AND GUTTER) CY 825.0000 536,250.00 522.350 430,938 135 MINOR CONCRETE (ISLAND PAVING) CY 1,200.0000 20,400.00 29.920 35,904 136 MINOR CONCRETE (DRIVEWAY) CY 975.0000 20,475.00 0.000 0 137 MINOR CONCRETE (SIDEWALK) CY 850.0000 425,000.00 381.390 324,181 138 MINOR CONCRETE (CURB RAMP) CY 1,500.0000 210,000.00 163.090 244,635 139 REMOVE CONCRETE CY 135.0000 85,050.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 140 PRE/POST CONSTRUCTION SURVEYS EA 840.0000 48,720.00 67.000 56,280 141 MISCELLANEOUS IRON AND STEEL LB 4.2900 70,162.95 0.000 0 (F) 142 CHAIN LINK FENCE (TYPE CL-6, SLATTED) LF 58.0000 10,440.00 180.000 10,440 143 SPLIT RAIL FENCE LF 88.0000 2,992.00 0.000 0 144 REMOVE FENCE LF 13.7700 2,478.60 0.000 0 145 DELINEATOR (CLASS 1) EA 38.0000 570.00 15.000 570 146 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 23,000.00 4,396.000 17,584 147 OBJECT MARKER (TYPE K-1) EA 38.0000 76.00 2.000 76 148 OBJECT MARKER (TYPE K-2) EA 38.0000 304.00 8.000 304 149 REMOVE ROADSIDE SIGN EA 50.0000 12,000.00 217.000 10,850 150 REMOVE ROADSIDE SIGN PANEL EA 100.0000 3,400.00 28.000 2,800 151 RELOCATE ROADSIDE SIGN EA 175.0000 525.00 0.000 0 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 11,220.00 945.380 10,399 (0.063"-UNFRAMED) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.6000 4,988.00 557.130 4,791 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.7000 1,053.00 89.250 1,044 (0.080"-UNFRAMED) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.2300 5,538.00 612.750 5,655 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.9200 5,814.00 468.000 6,046 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 7 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.5000 3,915.00 284.500 3,840 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 158 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.6900 7,011.00 1,922.380 7,093 159 ROADSIDE SIGN - ONE POST EA 200.0000 28,000.00 129.000 25,800 160 ROADSIDE SIGN - TWO POST EA 595.0000 17,850.00 25.000 14,875 161 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 7,480.00 95.000 8,075 METHOD) 162 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 285.0000 7,410.00 65.000 18,525 163 INSTALL ROADSIDE SIGN PANEL ON EA 150.0000 150.00 1.000 150 EXISTING POST 164 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 26.3000 19,725.00 750.000 19,725 165 MIDWEST GUARDRAIL SYSTEM (7' POST) LF 35.0000 68,250.00 1,950.000 68,250 166 VEGETATION CONTROL (MINOR CONCRETE) SQYD 55.0000 117,150.00 661.200 36,366 167 CABLE RAILING LF 23.0000 59,524.00 397.000 9,131 (F) 168 TRANSITION RAILING (TYPE WB-31) EA 6,000.0000 24,000.00 4.000 24,000 169 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 3,800.00 5.000 4,750 170 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 36,000.00 9.000 36,000 171 ALTERNATIVE CRASH CUSHION EA 32,500.0000 65,000.00 3.000 97,500 172 CONCRETE BARRIER (TYPE 60M) LF 158.5900 39,647.50 541.000 85,797 173 CONCRETE BARRIER (TYPE 60MA) LF 166.6700 38,334.10 0.000 0 174 CONCRETE BARRIER (TYPE 60MD) LF 146.4600 21,969.00 150.000 21,969 175 CONCRETE BARRIER TRANSITION LF 1,440.4000 8,642.40 20.000 28,808 (F) 176 REMOVE GUARDRAIL LF 5.0000 17,200.00 3,256.500 16,282 177 REMOVE CONCRETE BARRIER LF 200.0000 13,400.00 0.000 0 178 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 114,600.00 20,663.000 123,978 (ENHANCED WET NIGHT VISIBILITY) 179 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 465.00 1,338.000 669 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 745.00 1,423.000 711 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 181 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 36,000.00 71,757.000 35,878 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) PROGRAM CAS145 PAGE 8 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 955.00 2,983.000 1,491 (ENHANCED WET NIGHT VISIBILITY) 183 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 56,420.00 86,932.000 60,852 (ENHANCED WET NIGHT VISIBILITY) 184 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,650.00 5,043.000 2,521 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 185 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 14,300.00 15,242.000 15,242 (ENHANCED WET NIGHT VISIBILITY) 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 420.00 871.000 871 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 187 REMOVE PAINTED TRAFFIC STRIPE LF 0.4000 11,640.00 32,146.000 12,858 188 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 13,920.00 7,389.000 4,433 189 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 12,000.0000 12,000.00 1.000 12,000 SYSTEM ELEMENTS DURING CONSTRUCTION 190 SIGNAL AND LIGHTING SYSTEM LS 1,000,000.0000 1,000,000.00 0.950 950,000 191 MODIFYING EXISTING ELECTRICAL SYSTEM LS 3,884,685.3700 3,884,685.37 0.880 3,418,523 192 LOCATING UNDERGROUND FACILITIES LS 50,000.0000 50,000.00 1.000 50,000 193 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 194 PREPARE AND STAIN CONCRETE SQFT 4.3100 82,752.00 2,030.000 8,749 PROGRAM CAS145 PAGE 9 DATE 01/25/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2F3404 TIME 03:14 PM ESTIMATE NO. 031 BID OPENING 01/30/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/22 R.E. NAME: JEFF JOHNSON/BARBARA WHITE DATE OF THIS ESTIMATE 01/25/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 14,039,549.16 ADJUSTMENT OF COMPENSATION -225,000.00 1,067,683.65 EXTRA WORK 366,083.38 14,869,837.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 141,083.38 29,977,070.75 195 MOBILIZATION LS 2,760,000.0000 2,760,000.00 1.000 2,760,000 ORIGINAL CONTRACT AMOUNT 27,685,944.25 TOTAL WORK COMPLETED 141,083.38 32,737,070.75 MATERIALS ON HAND ON SITE 252,580.00 DEDUCTIONS -5,000.00 -23,000.00 TOTAL 136,083.38 32,966,650.75 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 03/21/19 170 06/17/19 06/17/19 02/15/22 339 308 187 0 95% 95% PROGRESS IS SATISFACTORY JEFF JOHNSON/BARBARA WHITE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/25/22