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 06/18/19 EST. NO. 003 TIME 09:11 AM R.E. NAME: TYLER LAVERING 05-1C8904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0003 325.00 E.W. @ F.A.(+) 052319 N 0012.0 003 0001 3,300.00 E.W. @ F.A.(+) 051319 N 0005.0 005 0001 266.17 E.W. @ F.A.(+) 042819 N 0006.0 0002 266.17 042919 N 0007.0 0003 266.17 043019 N 0008.0 0004 266.17 050119 N 0009.0 0006 2,080.44 050719 N 0011.0 6,770.12 TOTAL THIS ESTIMATE 3,542.48 TOTAL PREVIOUS ESTIMATE 10,312.60 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 06/18/19 EST. NO. 003 TIME 09:11 AM R.E. NAME: TYLER LAVERING 05-1C8904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE USE OF 1/2"HMA LEVEL -27,043.38 002 51219 L1-20 LOW DEN -3,898.47 003 51319 L1-22 LOW DEN -1,772.03 003 51419 L1-26 LOW DEN -2,835.25 003 51419 L1-27 LOW DEN -1,219.16 003 52919 SHLDR BKG NONC -8,621.55 003 60519 FAILED L1-39 -28,352.50 003 60519 L1-39 LOW DEN -3,898.47 003 60519 L1-40 LOW DEN -6,024.91 003 -56,622.34 -83,665.72 TOTAL DEDUCTIONS -56,622.34 -83,665.72 PROGRAM CAS145 PAGE 1 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 LOCATION PROGRESS ESTIMATE 05-MON-101-87.3/R91.5 ----------------- GRANITE ROCK COMPANY ON ROUTE 101 IN MONTEREY COUNTY IN 5225 HELLYER AVENUE STE 220 THE CITY OF SALINAS BETWEEN EAST SAN JOSE CA 95138 MARKET STREET OVERCROSSING AND 0.3 MILES SOUTH OF RUSSELL/ESPINOSA ROAD FED. AID NO. B1NH-Q101(342)E ROADWAY REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,125.5100 4,125.51 1.000 4,125 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.250 625 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,000.0000 1,000,000.00 2.000 4,000.00 41.000 82,000 004 DEVELOP WATER SUPPLY LS 45,634.8200 45,634.82 0.110 5,019.83 0.110 5,019 005 CONSTRUCTION AREA SIGNS LS 74,242.4200 74,242.42 0.623 46,253 006 TRAFFIC CONTROL SYSTEM LS 1,211,000.0000 1,211,000.00 0.004 4,844.00 0.082 99,302 007 TYPE II BARRICADE EA 20.2000 161.60 0.000 0 008 TYPE III BARRICADE EA 70.7100 3,040.53 0.000 0 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.1200 3,643.20 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0100 78,679.00 0.000 0 011 CHANNELIZER (SURFACE MOUNTED) EA 35.3500 14,847.00 40.000 1,414.00 40.000 1,414 012 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 30,454.7900 30,454.79 0.000 0 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 103,188.5300 103,188.53 0.004 412.75 0.082 8,461 014 TEMPORARY RAILING (TYPE K) LF 14.0900 426,927.00 7,080.000 99,757.20 7,080.000 99,757 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,118.4600 69,909.18 2.000 4,236.92 2.000 4,236 016 JOB SITE MANAGEMENT LS 60,766.1200 60,766.12 0.082 4,982.82 0.082 4,982 017 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.500 1,500.00 0.500 1,500 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 12,500.00 2.000 1,000.00 2.000 1,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 1,000.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 757.5800 7,575.80 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 110,400.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 6.8400 5,472.00 0.000 0 024 TEMPORARY DRAINAGE INLET PROTECTION EA 303.0300 15,151.50 2.000 606.06 47.000 14,242 025 TEMPORARY FIBER ROLL LF 2.3500 103,400.00 0.000 0 026 TEMPORARY GRAVEL BAG BERM LF 6.3600 63,600.00 0.000 0 027 TEMPORARY LARGE SEDIMENT BARRIER LF 11.7200 17,580.00 0.000 0 028 TEMPORARY CONSTRUCTION ENTRANCE EA 3,891.8600 15,567.44 1.000 3,891.86 1.000 3,891 029 STREET SWEEPING LS 1,000.0000 1,000.00 0.004 4.00 0.082 82 030 TEMPORARY CONCRETE WASHOUT LS 75,000.0000 75,000.00 0.000 0 031 TREATED WOOD WASTE LB 0.1400 20,020.00 0.000 0 032 REMOVE CONCRETE (CY) CY 211.4900 2,537.88 0.000 0 033 CLEARING AND GRUBBING (LS) LS 30,000.0000 30,000.00 0.000 0 034 ROADWAY EXCAVATION CY 30.2300 2,590,711.00 0.000 0 035 ROADWAY EXCAVATION (TYPE Z-2) CY 335.1600 33,516.00 0.000 0 (AERIALLY DEPOSITED LEAD) 036 SHOULDER BACKING TON 82.1100 359,641.80 2,032.150 166,859.84 2,032.150 166,859 037 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 1.5500 133,610.00 0.000 0 CLASS A2 038 ROADSIDE CLEARING LS 2,030.4600 2,030.46 0.000 0 039 SOIL AMENDMENT CY 1,015.2000 101.52 0.000 0 040 PACKET FERTILIZER EA 1.0200 112.20 0.000 0 041 PLANT (GROUP B) EA 30.4600 456.90 0.000 0 042 PLANT (GROUP U) EA 152.2800 3,807.00 0.000 0 043 PLANT ESTABLISHMENT WORK LS 3,045.6900 3,045.69 0.000 0 044 WOOD MULCH CY 50.7600 2,030.40 0.000 0 045 CHECK AND TEST EXISTING IRRIGATION LS 3,045.6900 3,045.69 0.000 0 FACILITIES 046 REMOVE IRRIGATION FACILITY LS 4,060.9100 4,060.91 0.400 1,624.36 0.400 1,624 047 COMMUNICATION CABLE LS 3,045.6900 3,045.69 0.000 0 048 CONTROL AND NEUTRAL CONDUCTORS LS 2,030.4600 2,030.46 0.000 0 049 1" REMOTE CONTROL VALVE EA 507.6100 4,568.49 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 1 1/2" REMOTE CONTROL VALVE EA 609.1400 4,873.12 0.000 0 051 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 81.2200 4,467.10 0.000 0 052 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 81.2200 2,761.48 0.000 0 053 RISER SPRINKLER ASSEMBLY EA 30.4600 1,218.40 0.000 0 054 POP-UP SPRINKLER ASSEMBLY EA 81.2200 1,380.74 0.000 0 055 2 1/2" GATE VALVE EA 710.6600 710.66 0.000 0 056 3" GATE VALVE EA 812.1800 812.18 0.000 0 057 4" GATE VALVE EA 1,522.8400 1,522.84 0.000 0 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 10.1500 12,992.00 0.000 0 (F) LINE) 059 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.1800 17,173.80 0.000 0 (F) (SUPPLY LINE) 060 2" PLASTIC PIPE (SCHEDULE 40) LF 15.2300 17,742.95 0.000 0 (F) (SUPPLY LINE) 061 2 1/2" PLASTIC PIPE (CLASS 315) LF 20.3000 16,341.50 0.000 0 (F) (SUPPLY LINE) 062 3" PLASTIC PIPE (CLASS 315) LF 20.3000 13,905.50 0.000 0 (F) (SUPPLY LINE) 063 4" PLASTIC PIPE (CLASS 315) LF 20.3000 2,436.00 0.000 0 (F) (SUPPLY LINE) 064 BALL VALVE EA 304.5700 1,522.85 0.000 0 065 HYDROSEED SQFT 0.0700 27,160.00 0.000 0 066 COMPOST (CY) CY 50.5100 121,224.00 0.000 0 067 INCORPORATE MATERIALS SQFT 0.0200 7,760.00 0.000 0 068 CLASS 1 AGGREGATE SUBBASE CY 20.2100 1,158,033.00 0.000 0 069 CLASS 2 AGGREGATE BASE (CY) CY 143.6000 340,332.00 0.000 0 070 CLASS 3 AGGREGATE BASE (CY) CY 452.4900 63,348.60 0.000 0 071 LEAN CONCRETE BASE CY 158.7200 2,587,136.00 0.000 0 072 LEAN CONCRETE BASE RAPID SETTING CY 775.0000 1,635,250.00 0.000 0 073 CRACK AND SEAT SQYD 0.9600 78,144.00 79,727.000 76,537 074 PREPAVING INERTIAL PROFILER LS 10,000.0000 10,000.00 0.000 0 075 HOT MIX ASPHALT (TYPE A) TON 113.4100 4,003,373.00 8,824.920 1,000,834.18 14,892.420 1,688,949 076 HOT MIX ASPHALT (LEVELING) TON 110.5500 1,046,908.50 9,658.350 1,067,730 PROGRAM CAS145 PAGE 4 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 125.6200 4,158,022.00 0.000 0 078 ASPHALT BINDER TON 1.0200 112.20 101.100 103.12 101.100 103 (GEOSYNTHETIC PAVEMENT INTERLAYER) 079 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5100 169,120.00 50,204.000 75,808.04 111,579.000 168,484 (PAVING FABRIC) 080 DATA CORE LS 11,148.3700 11,148.37 0.000 0 081 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.2500 10,075.00 0.000 0 082 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.2500 937.50 0.000 0 083 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.2500 23,625.00 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2500 987.50 0.000 0 085 PLACE HOT MIX ASPHALT SQYD 94.2400 55,601.60 0.000 0 (MISCELLANEOUS AREA) 086 TACK COAT TON 1,013.5000 152,025.00 22.950 23,259 087 REMOVE ASPHALT CONCRETE DIKE LF 2.9600 25,337.60 0.000 0 088 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.4600 236,896.00 6,218.000 83,694 089 PRECAST JOINTED CONCRETE PAVEMENT CY 1,100.0000 5,786,000.00 0.000 0 090 REMOVE CONCRETE PAVEMENT AND BASE CY 215.0000 1,582,400.00 0.000 0 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,961.8100 139,797.43 0.000 0 (F) 092 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 0.000 0 093 18" ALTERNATIVE PIPE CULVERT LF 212.5200 42,504.00 0.000 0 094 24" ALTERNATIVE PIPE CULVERT LF 1,267.4300 7,604.58 0.000 0 095 CONCRETE BACKFILL (PIPE TRENCH) CY 130.0000 4,160.00 0.000 0 (F) 096 18" CORRUGATED STEEL PIPE (.079" THICK) LF 321.0000 27,285.00 0.000 0 097 18" SLOTTED CORRUGATED STEEL PIPE LF 500.4400 11,510.12 0.000 0 (.079" THICK) 098 DRAINAGE INLET MARKER EA 45.4500 409.05 0.000 0 099 INLET DEPRESSION EA 2,482.2400 27,304.64 0.000 0 100 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 101 REMOVE CULVERT (LF) LF 29.2600 4,389.00 0.000 0 102 REMOVE INLET EA 1,523.9500 10,667.65 0.000 0 103 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 401.9100 4,019.10 0.000 0 PROGRAM CAS145 PAGE 5 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 105 ADJUST INLET EA 4,567.1800 77,642.06 0.000 0 106 ADJUST UTILITY COVER TO GRADE EA 4,567.2500 27,403.50 0.000 0 107 24" CURED-IN-PLACE PIPELINER LF 501.5000 40,120.00 0.000 0 108 MINOR CONCRETE (CURB) (CY) CY 941.3200 367,114.80 0.000 0 109 DETECTABLE WARNING SURFACE SQFT 45.7500 29,280.00 0.000 0 110 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 13.7700 694,008.00 0.000 0 CONCRETE) 111 MINOR CONCRETE (CURB, SIDEWALK AND CY 2,225.3000 267,036.00 0.000 0 CURB RAMP) 112 REMOVE CONCRETE CY 628.3000 81,679.00 0.000 0 (CURB, GUTTER, AND SIDEWALK) (CY) 113 MISCELLANEOUS IRON AND STEEL LB 1.4200 7,869.64 0.000 0 (F) 114 SURVEY MONUMENT (TYPE D) EA 4,200.0000 92,400.00 0.000 0 115 CHAIN LINK FENCE (TYPE CL-6) LF 22.1300 16,154.90 0.000 0 116 10' CHAIN LINK GATE (TYPE CL-6) EA 2,360.4100 2,360.41 0.000 0 117 REMOVE CHAIN LINK FENCE LF 101.5200 1,015.20 0.000 0 118 REMOVE PAVEMENT MARKER EA 2.0200 6,767.00 1,491.000 3,011 119 DELINEATOR (CLASS 1) EA 40.4000 5,252.00 0.000 0 120 DELINEATOR (CLASS 2) EA 40.4000 6,464.00 0.000 0 121 GUARD RAILING DELINEATOR EA 15.1500 712.05 0.000 0 122 PAVEMENT MARKER (RETROREFLECTIVE) EA 10.1200 45,236.40 0.000 0 123 REMOVE ROADSIDE SIGN (WOOD POST) EA 101.0100 15,151.50 0.000 0 124 RESET ROADSIDE SIGN EA 202.0200 7,070.70 0.000 0 125 RELOCATE ROADSIDE SIGN EA 202.0200 404.04 0.000 0 126 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0900 9,817.20 0.000 0 (0.063"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 127 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1000 4,444.00 0.000 0 (0.080"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 128 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.2000 363.60 0.000 0 (0.063"-FRAMED) 129 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.6700 1,833.70 0.000 0 (0.063"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 6 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.1700 5,322.70 0.000 0 (0.080"- FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 131 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.0400 7,756.80 0.000 0 132 ROADSIDE SIGN - ONE POST EA 252.5300 35,354.20 0.000 0 133 ROADSIDE SIGN - TWO POST EA 353.5400 4,596.02 0.000 0 134 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 36.8700 91,806.30 0.000 0 135 MIDWEST GUARDRAIL SYSTEM (8' POST) LF 51.5200 4,533.76 0.000 0 136 VEGETATION CONTROL (MINOR CONCRETE) SQYD 82.1200 93,616.80 0.000 0 137 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 90.9100 2,272.75 0.000 0 (STEEL POST) 138 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 41.4100 11,594.80 0.000 0 139 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 101.0100 2,424.24 0.000 0 140 TRANSITION RAILING (TYPE STB) EA 5,050.5100 5,050.51 0.000 0 141 TRANSITION RAILING (TYPE WB-31) EA 4,242.4200 46,666.62 0.000 0 142 END ANCHOR ASSEMBLY (TYPE SFT) EA 757.5800 7,575.80 0.000 0 143 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,333.3300 46,666.62 0.000 0 144 ALTERNATIVE CRASH CUSHION SYSTEM EA 26,262.6300 78,787.89 0.000 0 145 CONCRETE BARRIER (TYPE 60R) LF 608.0800 79,050.40 0.000 0 146 CONCRETE BARRIER (TYPE 60M) LF 93.4300 304,581.80 0.000 0 147 CONCRETE BARRIER (TYPE 60MC) LF 288.8900 184,889.60 0.000 0 148 CONCRETE BARRIER (TYPE 60SD) LF 1,060.6100 116,667.10 0.000 0 149 CONCRETE BARRIER TRANSITION LF 1,519.6800 115,495.68 0.000 0 (F) 150 CONCRETE BARRIER (TYPE 60M TRANSITION LF 546.4600 43,716.80 0.000 0 MODIFIED) 151 REMOVE GUARDRAIL LF 3.0300 31,209.00 6,700.000 20,301.00 6,700.000 20,301 152 SALVAGE CONCRETE BARRIER (TYPE K) LF 1.0000 380.00 0.000 0 153 REMOVE PAINTED PAVEMENT MARKING SQFT 3.0400 1,155.20 0.000 0 154 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 44,436.00 119,786.000 55,101 155 12" RUMBLE STRIP STA 19.7200 13,606.80 0.000 0 (ASPHALT CONCRETE PAVEMENT) PROGRAM CAS145 PAGE 7 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 6" TRAFFIC STRIPE (WARRANTY) LF 2.6300 433,950.00 0.000 0 157 6" TRAFFIC STRIPE (WARRANTY) LF 2.0200 85,244.00 0.000 0 (BROKEN 18-12) 158 6" TRAFFIC STRIPE (WARRANTY) LF 2.0200 4,060.20 0.000 0 (BROKEN 17-7) 159 8" TRAFFIC STRIPE (WARRANTY) LF 3.0400 43,472.00 0.000 0 160 PAVEMENT MARKING (WARRANTY) SQFT 6.0700 17,542.30 0.000 0 161 TRAFFIC MONITORING STATION SYSTEM LS 17,258.8800 17,258.88 0.000 0 162 MODIFYING EXISTING ELECTRICAL SYSTEM LS 395,939.0800 395,939.08 0.000 0 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 REMOVE CONCRETE BARRIER LF 17.8400 13,558.40 0.000 0 PROGRAM CAS145 PAGE 8 DATE 06/18/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-1C8904 TIME 09:11 AM ESTIMATE NO. 003 BID OPENING 11/15/18 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/19 R.E. NAME: TYLER LAVERING DATE OF THIS ESTIMATE 06/18/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,397,199.98 3,732,552.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 6,770.12 10,312.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,403,970.10 3,742,864.60 165 MOBILIZATION LS 2,140,000.0000 2,140,000.00 0.250 535,000.00 0.750 1,605,000 ORIGINAL CONTRACT AMOUNT 36,776,045.84 TOTAL WORK COMPLETED 1,938,970.10 5,347,864.60 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -56,622.34 -83,665.72 TOTAL 1,882,347.76 5,264,198.88 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 01/07/19 500 04/08/19 04/08/19 07/22/21 41 16 0 0 14% 8% PROGRESS IS SATISFACTORY PROGRESS IS SATISFACTORY TYLER LAVERING RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/19