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 07/26/18 EST. NO. 043 TIME 09:14 AM R.E. NAME: PIRZADEH, BEHROOZ 12-0F96A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0492 11,751.60 E.W. @ F.A.(+) 100215 N 1263.0 0498 139.97 081816 N 1318.0 0520 2,166.93 083117 N 1358.0 0526 1,107.01 011618 N 1368.0 0549 837.30 052918 N 1513.0 0551 274.41 022118 N 1174.1 0552 1,969.72 041417 N 0805.2 0553 274.41 022018 N 1173.1 0555 355.27 062117 N 1347.0 0558 3,011.51 062818 N 1521.0 002 0018-1 -6,912.25 E.W. @ F.A.(+) 040418 N 1392.0 DAO CORRECTING ENTRY 0018-2 6,010.65 040418 N 1392.0 DAO CORRECTING ENTRY 0022-1 -1,991.17 101217 N 1290.0 DAO CORRECTING ENTRY 0022-2 1,731.44 101217 N 1290.0 DAO CORRECTING ENTRY 0023-1 -7,181.06 100717 N 1291.0 DAO CORRECTING ENTRY 0023-2 6,244.41 100717 N 1291.0 DAO CORRECTING ENTRY 0024-1 -2,225.38 100517 N 1292.0 DAO CORRECTING ENTRY 0024-2 1,935.11 100517 N 1292.0 DAO CORRECTING ENTRY 0025-1 -1,898.06 092217 N 1293.0 DAO CORRECTING ENTRY 0025-2 1,650.50 092217 N 1293.0 DAO CORRECTING ENTRY 0026-1 -1,974.64 092117 N 1294.0 DAO CORRECTING ENTRY 0026-2 1,717.09 092117 N 1294.0 DAO CORRECTING ENTRY 0027-1 -1,763.66 092017 N 1295.0 DAO CORRECTING ENTRY 0027-2 1,533.62 092017 N 1295.0 DAO CORRECTING ENTRY 0030-1 -2,837.54 101117 N 1289.0 DAO CORRECTING ENTRY 0030-2 2,467.43 101117 N 1289.0 DAO CORRECTING ENTRY 0037 502.54 030718 N 1251.0 0038-1 -618.52 012418 N 1402.0 DAO CORRECTING ENTRY 0038-2 537.85 012418 N 1402.0 DAO CORRECTING ENTRY 0039-1 -7,219.83 111317 N 1395.0 DAO CORRECTING ENTRY 0039-2 6,278.11 111317 N 1395.0 DAO CORRECTING ENTRY 0040-1 -386.60 120817 N 1396.0 DAO CORRECTING ENTRY 0040-2 336.17 120817 N 1396.0 DAO CORRECTING ENTRY 0041-1 -6,848.03 111417 N 1397.0 DAO CORRECTING ENTRY 0041-2 5,954.81 111417 N 1397.0 DAO CORRECTING ENTRY 0047 837.30 052918 N 1514.0 0050 81.35 032918 N 1373.1 036 0012-1 -1,592.91 E.W. @ F.A.(+) 101317 N 1400.0 DAO CORRECTING ENTRY 0012-2 1,385.14 101317 N 1400.0 DAO CORRECTING ENTRY 0013-1 -4,656.25 092717 N 1401.0 DAO CORRECTING ENTRY 0013-2 4,048.92 092717 N 1401.0 DAO CORRECTING ENTRY 039 0002 4,152.00 E.W. @ U.P (+) 071718 N 2 0 042 0002 1,344.27 E.W. @ F.A.(+) 111417 N 1077.0 0003 492.44 111617 N 1080.0 0005 606.17 111417 N 1077.1 0007 187.55 100617 N 0992.1 0024 749.89 030518 N 1239.0 0031 2,347.21 101517 N 1296.1 0032 2,347.81 083017 N 1297.1 0033 444.62 100417 N 1298.1 0034 6,951.15 092217 N 1299.1 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/26/18 EST. NO. 043 TIME 09:14 AM R.E. NAME: PIRZADEH, BEHROOZ 12-0F96A4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0035 1,022.42 092117 N 1300.1 0038 4,771.94 091117 N 1303.1 0039 3,934.10 091217 N 1306.1 0040 3,934.10 091317 N 1307.1 0041 4,804.86 091417 N 1308.1 0042 5,250.98 091517 N 1309.1 0044 6,951.15 091917 N 1311.1 0047 2,962.19 111417 N 1394.1 0048 628.32 101217 N 1145.1 0049 234.96 101217 N 1145.2 044 0008-1 -3,243.69 E.W. @ F.A.(+) 100217 N 1285.0 DAO CORRECTING ENTRY 0008-2 2,820.60 100217 N 1285.0 DAO CORRECTING ENTRY 046 0001 6,748.94 A.C. @ L.S.(+) 121517 N 1387.0 047 0005 12,921.84 E.W. @ F.A.(+) 100517 N 0994.0 0009 1,474.85 100917 N 1184.0 0010 190.08 101017 N 1185.0 0016 6,261.79 101017 N 1286.1 0017 2,282.09 101117 N 1287.1 0018 2,585.90 101317 N 1288.1 054 0001 8,010.00 E.W. @ L.S.(+) 031618 N 1391.0 059 0004 2,956.28 E.W. @ F.A.(+) 060118 N 1515.1 0005 3,392.52 053118 N 1512.1 0006 2,911.12 060418 N 1516.1 0007 2,965.47 060518 N 1517.1 123,430.59 TOTAL THIS ESTIMATE 1,862,988.44 TOTAL PREVIOUS ESTIMATE 1,986,419.03 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 07/26/18 EST. NO. 043 TIME 09:14 AM R.E. NAME: PIRZADEH, BEHROOZ 12-0F96A4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JPCP THICKNESS DEDUC -4,573.09 004 JPCP THICKNESSCREDIT 3,733.12 005 JPCP THICKNESS CORES -146.78 022 TEMP FIBER OPTIC COM -50,000.00 023 SWPPP ANNUAL REPORT -10,000.00 030 #3/4COARSE GRADUATIO -440.00 031 SWPPP ANNUAL REPORT 10,000.00 031 SOURCE INSPECTION -5,000.00 043 -5,000.00 -56,426.75 LABOR COMPLIANCE VIOLATION NON SUBTL FHWA 1391 -10,000.00 020 NONSUBTL CERT PAYROL -5,000.00 024 RET FHWA1391 DEDUC 10,000.00 024 RECD PAYROLL REQUIRD 5,000.00 028 0.00 0.00 TOTAL DEDUCTIONS -5,000.00 -56,426.75 PROGRAM CAS145 PAGE 1 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 LOCATION PROGRESS ESTIMATE 12-ORA-5-3.0/3.7 ----------------- FLATIRON WEST, INC. OC. I-5 FROM SOUTH OF AVENIDA PICO 1770 LA COSTA MEADOWS DRIVE TO SOUTH OF AVENIDA VISTA HERMOSA SAN MARCOS CA 92078 FED. AID NO. NHPI-005 -2(972)75E,PLN-6212(16)E ADD ONE HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 8,000.0000 8,000.00 1.000 8,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 0.750 7,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 2,500.0000 1,700,000.00 679.000 1,697,500 004 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 1.000 90,000 005 TRAFFIC CONTROL SYSTEM LS 665,000.0000 665,000.00 1.000 665,000 006 TYPE II BARRICADE EA 270.0000 2,970.00 34.000 9,180 007 TYPE III BARRICADE EA 130.0000 2,990.00 34.000 4,420 008 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 21,930.00 503.000 21,629 009 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 2,900.0000 46,400.00 16.000 46,400 010 TEMPORARY RAILING (TYPE K) LF 6.7500 318,600.00 51,973.000 350,817 011 TEMPORARY CRASH CUSHION MODULE EA 170.0000 45,900.00 271.000 46,070 012 TEMPORARY TRAFFIC SCREEN LF 2.5000 49,500.00 2,760.000 6,900 013 JOB SITE MANAGEMENT LS 165,000.0000 165,000.00 1.000 165,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 1,000.0000 1,000.00 1.000 1,000 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 34,500.00 24.000 12,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 250.0000 5,750.00 11.000 2,750 017 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 018 TEMPORARY HYDRAULIC MULCH SQYD 0.5500 13,365.00 21,553.000 11,854 (BONDED FIBER MATRIX) 019 TEMPORARY CHECK DAM LF 10.0000 12,800.00 794.000 7,940 020 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 24,750.00 161.000 26,565 021 TEMPORARY FIBER ROLL LF 6.0000 53,100.00 20,308.000 121,848 022 TEMPORARY GRAVEL BAG BERM LF 7.0000 11,550.00 1,915.500 13,408 PROGRAM CAS145 PAGE 2 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 3.0000 18,720.00 6,095.000 18,285 024 TEMPORARY CONSTRUCTION ENTRANCE EA 6,000.0000 114,000.00 7.000 42,000 025 STREET SWEEPING LS 280,000.0000 280,000.00 1.000 280,000 026 TEMPORARY CONCRETE WASHOUT LS 66,000.0000 66,000.00 1.000 66,000 027 TEMPORARY FENCE (TYPE ESA) LF 8.0000 6,560.00 970.000 7,760 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.0500 6,237.00 6,636.000 6,967 STRIPE (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.2000 6,940.00 0.000 0 030 ABANDON CULVERT (LF) LF 12.1000 46,948.00 3,880.000 46,948 031 ABANDON INLET EA 500.0000 18,500.00 33.000 16,500 032 ABANDON MANHOLE EA 715.0000 1,430.00 2.000 1,430 033 REMOVE CHAIN LINK FENCE LF 6.7500 5,805.00 872.000 5,886 034 REMOVE GUARDRAIL LF 10.0000 13,800.00 75.000 750.00 1,487.500 14,875 035 REMOVE IRRIGATION FACILITY LS 18,000.0000 18,000.00 1.000 18,000 036 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 39,300.00 89,973.000 26,991 037 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 37,000.00 33,901.000 13,560 038 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.2000 1,908.00 1,003.000 1,203 039 REMOVE PAVEMENT MARKER EA 0.4000 5,120.00 8,935.000 3,574 040 REMOVE ROADSIDE SIGN EA 100.0000 8,300.00 83.000 8,300 041 REMOVE SIGN STRUCTURE (EA) EA 4,100.0000 28,700.00 7.000 28,700 042 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 0.8000 59,920.00 293,037.000 234,429 043 REMOVE GRATED LINE DRAIN LF 11.0000 2,420.00 212.000 2,332 044 REMOVE PIPE (LF) LF 14.0000 24,500.00 1,750.000 24,500 045 REMOVE INLET EA 610.0000 21,960.00 39.000 23,790 046 REMOVE MANHOLE EA 800.0000 800.00 1.000 800 047 REMOVE RETAINING WALL (LF) LF 81.0000 19,440.00 729.000 59,049 048 REMOVE RETAINING WALL (PORTION) (LF) LF 98.0000 45,080.00 460.000 45,080 049 REMOVE CONCRETE PAVEMENT (SQYD) SQYD 11.0000 380,600.00 35,222.000 387,442 PROGRAM CAS145 PAGE 3 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RELOCATE ROADSIDE SIGN EA 340.0000 1,020.00 0.000 0 051 ADJUST WATER VALVE COVER TO GRADE EA 375.0000 4,500.00 0.000 0 052 ADJUST SEWER MANHOLE EA 1,750.0000 22,750.00 0.000 0 053 ADJUST IRRIGATION CONTROLLER TO GRADE EA 4,225.0000 12,675.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.1000 66,150.00 18,073.000 37,953 055 REMOVE CONCRETE (CY) CY 94.0000 25,380.00 325.000 30,550 056 REMOVE CONCRETE CURB (LF) LF 4.0000 18,600.00 4,650.000 18,600 057 REMOVE CONCRETE (CHANNEL) CY 255.0000 5,865.00 14.500 3,697 058 REMOVE CONCRETE BARRIER LF 12.0000 46,800.00 3,900.000 46,800 059 CAP INLET EA 1,200.0000 6,000.00 5.000 6,000 060 SAND BACKFILL CY 78.0000 34,320.00 434.000 33,852 061 BRIDGE REMOVAL LS 310,000.0000 310,000.00 1.000 310,000 062 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 1.000 200,000 063 DUST PALLIATIVE LS 17,000.0000 17,000.00 1.000 17,000 064 ROADWAY EXCAVATION CY 19.0000 4,218,000.00 213,650.000 4,059,350 065 STRUCTURE EXCAVATION (BRIDGE) CY 94.0000 630,740.00 6,710.000 630,740 (F) 066 STRUCTURE EXCAVATION (RETAINING WALL) CY 20.0000 117,360.00 5,868.000 117,360 (F) 067 STRUCTURE EXCAVATION (GROUND ANCHOR CY 34.0000 50,320.00 1,480.000 50,320 (F) WALL) 068 STRUCTURE BACKFILL (BRIDGE) CY 64.0000 348,800.00 5,450.000 348,800 (F) 069 STRUCTURE BACKFILL (RETAINING WALL) CY 14.0000 83,580.00 5,970.000 83,580 (F) 070 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 80.0000 4,560.00 57.000 4,560 (F) 071 GROUND MONITORING LS 105,000.0000 105,000.00 1.000 105,000 072 DITCH EXCAVATION CY 40.0000 13,600.00 338.000 13,520 073 IMPORTED BORROW (CY) CY 13.0000 1,859,000.00 134,920.000 1,753,960 074 ROADSIDE CLEARING LS 28,000.0000 28,000.00 1.000 28,000 075 PRUNE EXISTING PLANTS LS 48,000.0000 48,000.00 0.000 0 076 ROCK BLANKET SQFT 7.0000 49,980.00 3,207.000 22,449 PROGRAM CAS145 PAGE 4 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 WEED GERMINATION SQYD 0.0700 3,255.00 46,500.000 3,255 078 CULTIVATION SQYD 0.4100 12,915.00 26,775.000 10,977 079 IRON SULFATE (LB) LB 0.9600 3,936.00 4,100.000 3,936 080 SOIL AMENDMENT CY 26.0000 15,600.00 600.000 15,600 081 PACKET FERTILIZER EA 0.2100 3,906.00 18,415.000 3,867 082 PLANT (GROUP C) EA 1,400.0000 44,800.00 32.000 44,800 083 PLANT (GROUP K) EA 300.0000 25,200.00 71.000 21,300 084 PLANT (GROUP A) EA 8.0000 110,400.00 13,717.000 109,736 085 PLANT (GROUP B) EA 16.0000 31,200.00 1,950.000 31,200 086 PLANT (GROUP U) EA 84.0000 3,780.00 39.000 3,276 087 MAINTAIN EXISTING PLANTED AREAS LS 54,000.0000 54,000.00 1.000 54,000 088 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.090 3,600.00 0.200 8,000 089 WOOD MULCH CY 46.0000 162,380.00 3,500.000 161,000 090 ROOT BARRIER LF 9.0000 18,000.00 1,750.000 15,750 091 CHECK AND TEST EXISTING IRRIGATION LS 13,500.0000 13,500.00 1.000 13,500 FACILITIES 092 OPERATE EXISTING IRRIGATION FACILITIES LS 7,500.0000 7,500.00 1.000 7,500 093 CONTROL AND NEUTRAL CONDUCTORS LS 56,000.0000 56,000.00 1.000 56,000 094 1" REMOTE CONTROL VALVE EA 350.0000 9,100.00 26.000 9,100 095 1 1/2" REMOTE CONTROL VALVE EA 390.0000 14,430.00 37.000 14,430 096 2" REMOTE CONTROL VALVE EA 5,000.0000 55,000.00 11.000 55,000 097 12 STATION IRRIGATION CONTROLLER EA 12,200.0000 24,400.00 2.000 24,400 (PEDESTAL MOUNTED) 098 48 STATION IRRIGATION CONTROLLER EA 13,200.0000 39,600.00 3.000 39,600 (PEDESTAL MOUNTED) 099 4" SUPPLY LINE (BRIDGE) LF 150.0000 36,000.00 307.000 46,050 (F) 100 IRRIGATION CONTROLLER ENCLOSURE EA 1,365.0000 6,825.00 5.000 6,825 CABINET 101 1 1/2" BACKFLOW PREVENTER ASSEMBLY EA 1,865.0000 3,730.00 0.000 0 102 FLOW SENSOR EA 1,265.0000 6,325.00 5.000 6,325 103 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 82.0000 3,772.00 46.000 3,772 PROGRAM CAS145 PAGE 5 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 97.0000 23,280.00 233.000 22,601 105 RISER SPRINKLER ASSEMBLY EA 42.0000 21,000.00 462.000 19,404 106 POP-UP SPRINKLER ASSEMBLY EA 38.0000 5,700.00 150.000 5,700 107 2" GATE VALVE EA 295.0000 590.00 2.000 590 108 3" GATE VALVE EA 265.0000 1,590.00 6.000 1,590 109 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.7500 54,225.00 -215.000 -806.25 13,655.000 51,206 (F) LINE) 110 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 40,140.00 9,340.000 37,360 (F) (SUPPLY LINE) 111 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 4.0000 8,180.00 2,045.000 8,180 (F) (SUPPLY LINE) 112 2" PLASTIC PIPE (SCHEDULE 40) LF 4.4000 26,906.00 6,855.000 30,162 (F) (SUPPLY LINE) 113 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.6000 29,667.00 355.000 2,343.00 4,850.000 32,010 (F) (SUPPLY LINE) 114 3" PLASTIC PIPE (SCHEDULE 40) LF 8.1500 51,467.25 490.000 3,993.50 7,055.000 57,498 (F) (SUPPLY LINE) 115 4" PLASTIC PIPE (SCHEDULE 40) LF 27.0000 4,266.00 0.000 0 (F) (SUPPLY LINE) 116 6" PLASTIC PIPE (SCHEDULE 40) LF 29.0000 870.00 5.000 145 (F) (SUPPLY LINE) 117 BALL VALVE EA 266.0000 3,724.00 14.000 3,724 118 12" CORRUGATED HIGH DENSITY LF 63.0000 39,690.00 671.000 42,273 POLYETHYLENE PIPE CONDUIT 119 1 1/2" RECYCLED WATER CONNECTION EA 9,000.0000 18,000.00 2.000 18,000 ASSEMBLY 120 2" RECYCLED WATER CONNECTION ASSEMBLY EA 9,500.0000 28,500.00 3.000 28,500 121 FINISHING ROADWAY LS 15,000.0000 15,000.00 1.000 15,000 122 CLASS 2 AGGREGATE BASE (CY) CY 36.0000 197,280.00 5,616.000 202,176 123 LEAN CONCRETE BASE CY 120.0000 742,800.00 6,361.000 763,320 124 LEAN CONCRETE BASE RAPID SETTING CY 277.0000 83,100.00 225.000 62,325 125 BASE BOND BREAKER SQYD 0.8500 44,965.00 56,435.000 47,969 126 PREPAVING INERTIAL PROFILER LS 7,500.0000 7,500.00 1.000 7,500 127 HOT MIX ASPHALT (TYPE A) TON 77.0000 2,695,000.00 28,788.190 2,216,690 128 HOT MIX ASPHALT (OPEN GRADED) TON 94.0000 313,020.00 5,136.020 482,785 129 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 97.0000 948,660.00 13,851.170 1,343,563 130 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 3.6500 365.00 100.000 365 PROGRAM CAS145 PAGE 6 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 PLACE HOT MIX ASPHALT DIKE LF 3.0000 600.00 1,194.000 3,582 (TYPE C MODIFIED) 132 PLACE HOT MIX ASPHALT DIKE LF 3.0000 7,770.00 3,284.000 9,852 (TYPE E MODIFIED) 133 PLACE HOT MIX ASPHALT DIKE LF 3.0000 2,760.00 1,537.000 4,611 (TYPE F MODIFIED) 134 TACK COAT TON 1,000.0000 140,000.00 35.500 35,500 135 JOINTED PLAIN CONCRETE PAVEMENT CY 185.0000 3,108,000.00 17,252.000 3,191,620 136 JOINTED PLAIN CONCRETE PAVEMENT CY 415.0000 311,250.00 550.000 228,250 (RAMP TERMINI WITH RAPID STRENGTH CONCRETE) 137 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 9.0000 44,370.00 3,528.000 31,752 138 GROUND ANCHOR (SUBHORIZONTAL) EA 2,500.0000 1,580,000.00 632.000 1,580,000 139 MECHANICALLY STABILIZED EMBANKMENT, SQFT 41.2500 642,468.75 15,575.000 642,468 (F) LOCATION A 140 MECHANICALLY STABILIZED EMBANKMENT, SQFT 76.0000 881,600.00 11,600.000 881,600 (F) LOCATION B 141 MECHANICALLY STABILIZED EMBANKMENT, SQFT 98.0000 2,525,460.00 25,770.000 2,525,460 (F) LOCATION C 142 TEMPORARY SUPPORT LS 45,000.0000 45,000.00 1.000 45,000 143 FURNISH STEEL PILING (HP 10 X 57) LF 31.0000 96,937.00 3,127.000 96,937 144 DRIVE STEEL PILE (HP 10 X 57) EA 1,300.0000 93,600.00 72.000 93,600 145 FURNISH STEEL PILING (HP 14 X 117) LF 63.0000 1,282,365.00 20,355.000 1,282,365 146 DRIVE STEEL PILE (HP 14 X 117) EA 1,000.0000 344,000.00 344.000 344,000 147 36" CAST-IN-DRILLED-HOLE CONCRETE LF 625.0000 32,500.00 52.000 32,500 PILE (SIGN FOUNDATION) 148 60" CAST-IN-DRILLED-HOLE CONCRETE LF 670.0000 134,000.00 193.000 129,310 PILE (SIGN FOUNDATION) 149 PRESTRESSING CAST-IN-PLACE CONCRETE LS 284,000.0000 284,000.00 1.000 284,000 150 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 200.0000 224,000.00 1,120.000 224,000 (F) 151 STRUCTURAL CONCRETE, BRIDGE CY 640.0000 2,807,680.00 4,350.000 2,784,000 (F) 152 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 564,000.00 928.000 556,800 (F) 153 STRUCTURAL CONCRETE, BARRIER SLAB CY 540.0000 642,600.00 1,190.000 642,600 (F) 154 STRUCTURAL CONCRETE, APPROACH SLAB CY 815.0000 299,105.00 435.900 355,258 (F) (TYPE N) 155 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 582,000.00 -1.000 -1,500.00 390.000 585,000 (F) 156 MINOR CONCRETE (BACKFILL) CY 3,700.0000 1,110.00 -0.300 -1,110.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ARCHITECTURAL TREATMENT SQFT 9.0000 177,300.00 19,700.000 177,300 (F) 158 JOINT SEAL (MR 2") LF 80.0000 28,800.00 360.000 28,800 159 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 1,426,428.00 1,190,717.000 1,428,860 (F) 160 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 330,528.00 275,070.000 330,084 (F) 161 STRUCTURAL SHOTCRETE CY 535.0000 329,560.00 616.000 329,560 (F) 162 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.2500 27,200.00 6,400.000 27,200 (F) WITH WALKWAY) 163 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 0.7000 4,480.00 6,400.000 4,480 (F) WITH WALKWAY) 164 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.1000 61,934.60 15,106.000 61,934 (F) 165 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 0.3500 5,287.10 15,106.000 5,287 (F) 166 FURNISH SIGN STRUCTURE (TRUSS) LB 2.8500 433,752.90 152,194.000 433,752 (F) 167 INSTALL SIGN STRUCTURE (TRUSS) LB 0.1300 19,785.22 152,194.000 19,785 (F) 168 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 54,520.00 1,880.000 54,520 169 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 29.0000 5,220.00 180.000 5,220 170 FURNISH LAMINATED PANEL SIGN SQFT 34.0000 11,220.00 330.000 11,220 (2 1/2"-TYPE B) 171 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 10,780.00 770.000 10,780 (0.063"-UNFRAMED) 172 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 7,350.00 490.000 7,350 (0.080"-UNFRAMED) 173 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 4,800.00 240.000 4,800 (0.063"-FRAMED) 174 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 7,560.00 360.000 7,560 (0.080"-FRAMED) 175 METAL (ROADSIDE SIGN) LB 3.1500 4,977.00 1,580.000 4,977 176 METAL (RAIL MOUNTED SIGN) LB 10.2500 27,265.00 2,660.000 27,265 177 ROADSIDE SIGN - ONE POST EA 260.0000 14,040.00 56.000 14,560 178 ROADSIDE SIGN - TWO POST EA 625.0000 6,250.00 10.000 6,250 179 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 2,275.00 13.000 2,275 METHOD) 180 INSTALL ROADSIDE SIGN EA 955.0000 3,820.00 4.000 3,820 (LAMINATED WOOD BOX POST) 181 18" ALTERNATIVE PIPE CULVERT LF 84.0000 12,600.00 153.300 12,877 182 24" ALTERNATIVE PIPE CULVERT LF 80.0000 277,600.00 3,462.800 277,024 183 6" PLASTIC PIPE LF 217.0000 78,120.00 350.400 76,036 PROGRAM CAS145 PAGE 8 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 8" PLASTIC PIPE LF 94.0000 5,170.00 54.700 5,141 185 12" PLASTIC PIPE LF 50.0000 15,000.00 293.000 14,650 186 24" REINFORCED CONCRETE PIPE LF 105.0000 478,800.00 -39.800 -4,179.00 4,598.900 482,884 (CLASS IV, RUBBER GASKET JOINT) 187 36" REINFORCED CONCRETE PIPE LF 225.0000 2,250.00 10.000 2,250 (CLASS IV, RUBBER GASKET JOINT) 188 34" X 53" OVAL SHAPED REINFORCED LF 320.0000 89,600.00 276.900 88,608 CONCRETE PIPE (CLASS III) 189 18" SLOTTED CORRUGATED STEEL PIPE LF 115.0000 58,650.00 110.000 12,650 (.064" THICK) 190 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 36.0000 82,080.00 1,864.000 67,104 191 6" NON-PERFORATED PLASTIC PIPE LF 37.0000 3,700.00 100.000 3,700 UNDERDRAIN 192 8" PERFORATED PLASTIC PIPE UNDERDRAIN LF 48.0000 108,480.00 1,721.000 82,608 193 8" NON-PERFORATED PLASTIC PIPE LF 121.0000 12,100.00 338.000 40,898 UNDERDRAIN 194 CLASS 4 PERMEABLE MATERIAL CY 70.0000 4,340.00 62.000 4,340 (F) 195 CLASS 5 PERMEABLE MATERIAL CY 70.0000 6,440.00 92.000 6,440 (F) 196 DRAINAGE INLET MARKER EA 16.0000 48.00 3.000 48 197 36" CORRUGATED STEEL PIPE INLET LF 500.0000 49,000.00 70.600 35,300 (.109" THICK) 198 GRATED LINE DRAIN LF 160.0000 59,200.00 368.000 58,880 199 24" CONCRETE FLARED END SECTION EA 525.0000 4,200.00 8.000 4,200 200 ROCK SLOPE PROTECTION CY 125.0000 16,250.00 127.900 15,987 (LIGHT, METHOD B) (CY) 201 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 150.0000 600.00 4.000 600 (CY) 202 CONCRETE (CHANNEL LINING) CY 405.0000 30,375.00 75.000 30,375 203 CONCRETED-ROCK SLOPE PROTECTION CY 185.0000 40,700.00 220.000 40,700 (1/4 T, METHOD B) (CY) 204 GABION CY 500.0000 11,000.00 22.000 11,000 (F) 205 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.2500 1,102.50 209.800 1,101 206 DETECTABLE WARNING SURFACE SQFT 33.0000 6,930.00 209.000 6,897 207 MINOR CONCRETE (MISCELLANEOUS CY 400.0000 164,000.00 401.000 160,400 CONSTRUCTION) 208 MINOR CONCRETE (MISCELLANEOUS CY 505.0000 27,775.00 63.500 32,067 CONSTRUCTION) (RAPID STRENGTH) 209 MINOR CONCRETE (TEXTURED PAVING) CY 780.0000 241,800.00 343.000 267,540 210 PRE/POST CONSTRUCTION SURVEYS EA 1,100.0000 13,200.00 9.000 9,900 PROGRAM CAS145 PAGE 9 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 MISCELLANEOUS IRON AND STEEL LB 1.1500 51,936.30 45,162.000 51,936 (F) 212 LIGHTING (CITY STREET) LS 82,000.0000 82,000.00 1.000 82,000 213 MODIFY SIGNAL AND LIGHTING (CITY) LS 200,000.0000 200,000.00 1.000 200,000 (LOCATION 3) 214 12' CHAIN LINK GATE (TYPE CL-6) EA 1,950.0000 1,950.00 1.000 1,950 215 DELINEATOR (CLASS 1) EA 48.0000 3,312.00 69.000 3,312 216 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 24.0000 42,480.00 1,857.500 44,580 217 VEGETATION CONTROL (MINOR CONCRETE) SQYD 70.0000 107,800.00 1,641.000 114,870 218 CABLE RAILING LF 21.5000 16,555.00 770.000 16,555 (F) 219 TRANSITION RAILING (TYPE WB-31) EA 3,500.0000 14,000.00 4.000 14,000 220 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,150.0000 13,800.00 14.000 16,100 221 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 17,500.00 7.000 24,500 222 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,015.0000 18,090.00 5.000 15,075 223 CONCRETE BARRIER (TYPE 60P) LF 236.0000 5,664.00 72.000 16,992 224 CONCRETE BARRIER (TYPE 60) LF 90.0000 349,200.00 3,660.000 329,400 225 CONCRETE BARRIER (TYPE 60A) LF 115.0000 27,600.00 240.000 27,600 (F) 226 CONCRETE BARRIER (TYPE 60D) LF 46.0000 68,080.00 575.000 26,450 227 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 56.0000 51,744.00 965.000 54,040 228 CONCRETE BARRIER (TYPE 60R) LF 235.0000 56,400.00 236.000 55,460 229 CONCRETE BARRIER (TYPE 60F MODIFIED) LF 214.0000 100,580.00 424.000 90,736 230 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 112.0000 313,264.00 2,797.000 313,264 (F) 231 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 13,590.00 4,449.000 13,347 (ENHANCED WET NIGHT VISIBILITY) 232 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 32,800.00 321,290.000 64,258 233 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.7000 4,773.00 4,787.000 17,711 234 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 7,550.00 33,718.000 8,429 (ENHANCED WET NIGHT VISIBILITY) 235 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 710.00 1,021.000 1,021 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 236 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 4,074.00 6,717.000 4,030 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 10 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2400 8,808.00 36,938.000 8,865 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 238 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 636.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 239 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 7,752.00 10,069.000 8,558 (ENHANCED WET NIGHT VISIBILITY) 240 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 1,224.00 2,857.000 1,142 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 241 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 2,864.00 7,273.000 2,909 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 242 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 8,289.00 6,104.000 5,493 243 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8500 16,416.00 7,775.000 22,158 244 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 245 SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 1.000 15,000 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 1B) 246 SIGNAL AND LIGHTING LS 48,000.0000 48,000.00 1.000 48,000 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 2A) 247 SIGNAL AND LIGHTING LS 135,000.0000 135,000.00 1.000 135,000 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 2B) 248 SIGNAL AND LIGHTING LS 14,000.0000 14,000.00 1.000 14,000 (STAGE CONSTRUCTION) (LOCATION 1) (FINAL STAGE) 249 SIGNAL AND LIGHTING LS 22,000.0000 22,000.00 1.000 22,000 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 1B) 250 SIGNAL AND LIGHTING LS 15,000.0000 15,000.00 1.000 15,000 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 1C) 251 SIGNAL AND LIGHTING LS 45,000.0000 45,000.00 1.000 45,000 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 2A) 252 SIGNAL AND LIGHTING LS 68,000.0000 68,000.00 1.000 68,000 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 2B) 253 SIGNAL AND LIGHTING LS 90,000.0000 90,000.00 0.959 86,310 (STAGE CONSTRUCTION) (LOCATION 2) (FINAL STAGE) 254 LIGHTING AND SIGN ILLUMINATION LS 40,000.0000 40,000.00 1.000 40,000 (STAGE CONSTRUCTION) (STAGE 1A) 255 LIGHTING AND SIGN ILLUMINATION LS 130,000.0000 130,000.00 1.000 130,000 (STAGE CONSTRUCTION) (STAGE 1B) 256 LIGHTING AND SIGN ILLUMINATION LS 155,000.0000 155,000.00 1.000 155,000 (STAGE CONSTRUCTION) (STAGE 1C) 257 LIGHTING AND SIGN ILLUMINATION LS 170,000.0000 170,000.00 1.000 170,000 (STAGE CONSTRUCTION) (STAGE 2A) PROGRAM CAS145 PAGE 11 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 258 LIGHTING AND SIGN ILLUMINATION LS 150,000.0000 150,000.00 1.000 150,000 (STAGE CONSTRUCTION) (STAGE 2B) 259 LIGHTING AND SIGN ILLUMINATION LS 187,000.0000 187,000.00 1.000 187,000 (STAGE CONSTRUCTION) (FINAL STAGE) 260 COMMUNICATION CONDUIT (BRIDGE) (LS) LS 34,000.0000 34,000.00 1.000 34,000 (F) 261 TEMPORARY COMMUNICATION SYSTEM LS 175,000.0000 175,000.00 1.000 175,000 262 MODIFY COMMUNICATION SYSTEM LS 385,000.0000 385,000.00 1.000 385,000 263 ELECTRIC SERVICE (IRRIGATION) LS 41,000.0000 41,000.00 1.000 41,000 264 CLOSED CIRCUIT TELEVISION SYSTEM LS 41,000.0000 41,000.00 1.000 41,000 265 CLOSED CIRCUIT TELEVISION SYSTEM LS 10,000.0000 10,000.00 0.000 0 (STAGE CONSTRUCTION) 266 RAMP METERING SYSTEM LS 40,000.0000 40,000.00 0.068 2,720 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 1A) 267 RAMP METERING SYSTEM LS 3,000.0000 3,000.00 0.000 0 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 1B) 268 RAMP METERING SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 1C) 269 RAMP METERING SYSTEM LS 5,500.0000 5,500.00 0.000 0 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 1D) 270 RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.950 9,500 (STAGE CONSTRUCTION) (LOCATION 1) (STAGE 2A) 271 RAMP METERING SYSTEM LS 60,000.0000 60,000.00 0.950 57,000 (STAGE CONSTRUCTION) (LOCATION 1) (FINAL STAGE) 272 RAMP METERING SYSTEM LS 38,000.0000 38,000.00 0.000 0 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 1A) 273 RAMP METERING SYSTEM LS 2,000.0000 2,000.00 0.000 0 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 1B) 274 RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.160 1,600 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 1C) 275 RAMP METERING SYSTEM LS 2,000.0000 2,000.00 0.000 0 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 1D) 276 RAMP METERING SYSTEM LS 62,000.0000 62,000.00 0.950 58,900 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 2A) 277 RAMP METERING SYSTEM LS 48,000.0000 48,000.00 0.950 45,600 (STAGE CONSTRUCTION) (LOCATION 2) (STAGE 2B) 278 RAMP METERING SYSTEM LS 44,000.0000 44,000.00 0.988 43,472 (STAGE CONSTRUCTION) (LOCATON 2) (FINAL STAGE) PROGRAM CAS145 PAGE 12 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 279 SYSTEM TESTING AND DOCUMENTATION LS 8,500.0000 8,500.00 0.000 0 280 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 281 RUBBERIZED HOT MIX ASPHALT (OPEN GRADED) TON 98.0000 370,440.00 0.000 0 PROGRAM CAS145 PAGE 13 DATE 07/26/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0F96A4 TIME 09:14 AM ESTIMATE NO. 043 BID OPENING 10/23/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/18 R.E. NAME: PIRZADEH, BEHROOZ DATE OF THIS ESTIMATE 07/26/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,091.25 44,265,381.89 ADJUSTMENT OF COMPENSATION 6,748.94 -319,235.76 EXTRA WORK 116,681.65 2,305,654.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 126,521.84 46,251,800.92 282 MOBILIZATION LS 4,340,000.0000 4,340,000.00 1.000 4,340,000 ORIGINAL CONTRACT AMOUNT 49,439,932.62 TOTAL WORK COMPLETED 126,521.84 50,591,800.92 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -5,000.00 -56,426.75 TOTAL 121,521.84 50,535,374.17 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 12/22/14 930 02/17/15 02/17/15 07/30/18 679 175 0 0 96% 73% PROGRESS IS SATISFACTORY PIRZADEH, BEHROOZ RESIDENT ENGINEER PROGRAM CAS145 DATE 07/26/18