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 11/18/20 EST. NO. 038 TIME 06:57 PM R.E. NAME: CORTEZ, DAVID 11-085784 --------------------------------------------------------------------------- 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 0355 4,229.01 E.W. @ F.A.(+) 100820 N 1639.0 0358 4,714.51 101220 N 1642.0 0359 3,308.57 101320 N 1643.0 0360 1,122.97 101520 N 1644.0 0363 1,605.73 072920 N 1652.0 003 0114 414.04 E.W. @ F.A.(+) 080219 N 1618.0 0120 166.78 022020 N 1624.0 0121 650.02 052820 N 1636.1 0122 684.19 052820 N 1649.1 006 0014 1,698.75 A.C. @ U.P.(+) 111020 N 14 0 016 0004 2,193.71 E.W. @ F.A.(+) 091820 N 1574.0 0005 6,008.70 092120 N 1575.0 0006 6,228.22 092220 N 1576.0 0007 6,765.18 092320 N 1577.0 0008 2,892.47 092920 N 1578.0 0010 3,043.28 100220 N 1657.0 0011 3,963.27 100520 N 1658.0 0012 3,028.50 100620 N 1659.0 0013 3,286.22 100720 N 1660.0 0014 3,601.99 092520 N 1662.0 0015 2,892.47 092820 N 1663.0 0016 2,976.60 100920 N 1664.0 0017 2,976.60 101220 N 1665.0 0018 2,976.60 101320 N 1666.0 0019 2,404.81 101420 N 1667.0 0020 2,877.27 101520 N 1668.0 0021 2,542.31 102120 N 1669.0 0022 1,781.75 102220 N 1670.0 0023 792.23 082620 N 1459.1 025 0038 2,418.03 E.W. @ F.A.(+) 061919 N 0785.0 030 0014 842.60 E.W. @ F.A.(+) 051818 N 0143.1 0015 616.00 052918 N 0170.1 0016 154.00 053018 N 0173.1 0021 1,553.20 051518 N 0140.1 0022 1,298.00 051718 N 0142.1 0023 1,843.60 051418 N 0139.2 034 0366 627.80 E.W. @ F.A.(+) 062620 N 1654.0 0368 136.23 073020 N 1656.0 035 0011 6,909.10 E.W. @ F.A.(+) 100418 N 1309.1 041 0021 3,360.69 E.W. @ F.A.(+) 092220 N 1535.0 0022 2,978.66 100220 N 1538.0 0023 2,978.66 100520 N 1539.0 0024 3,066.99 100620 N 1540.0 0025 3,077.44 100720 N 1541.0 0027 3,010.34 092320 N 1536.0 0030 2,039.71 091620 N 1645.0 0031 465.82 062820 N 1646.0 0032 418.67 071720 N 1647.0 0033 464.66 072820 N 1648.0 0035 4,229.01 100920 N 1640.1 046 0021 5,266.98 E.W. @ F.A.(+) 092719 N 1519.0 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 11/18/20 EST. NO. 038 TIME 06:57 PM R.E. NAME: CORTEZ, DAVID 11-085784 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 053 0009 2,199.04 E.W. @ F.A.(+) 102919 N 1565.0 0010 3,440.91 103019 N 1566.0 0011 1,739.72 103119 N 1567.0 055 0007 1,039.20 E.W. @ F.A.(+) 082520 N 1458.0 0008 212.74 062920 N 1630.0 063 0001 460.91 E.W. @ F.A.(+) 040320 N 1361.0 0002 1,472.80 042020 N 1362.0 0003 632.18 042320 N 1363.0 0004 1,197.20 040120 N 1378.0 0006 137.89 040320 N 1428.1 064 0026 2,110.31 E.W. @ F.A.(+) 060820 N 1632.0 068 0002 270,374.32 A.C. @ L.S.(+) 111320 N CT1001 414,600.16 TOTAL THIS ESTIMATE 4,158,860.58 TOTAL PREVIOUS ESTIMATE 4,573,460.74 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 11/18/20 EST. NO. 038 TIME 06:57 PM R.E. NAME: CORTEZ, DAVID 11-085784 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEL OCT 17 CPR -2,000.00 002 DEL NOV 17 CPR -1,000.00 003 RECD NOV 17 DEL 1,000.00 004 DEL FEB 18 CPR -5,000.00 006 DEL MAR 18 CPR -2,000.00 007 DEL APR 18 CPR -5,000.00 008 PRTL MAR 18 DEL 1,000.00 008 PRTL FEB 18 DEL 2,000.00 009 RECD APR 18 DEL 5,000.00 009 RECD OCT 17 DEL 2,000.00 009 DEL JUN 18 CPR -5,000.00 010 DEL JUL 18 DPR -3,000.00 011 PRTL JUN 18 DEL 2,000.00 011 DEL AUG 18 CPR -1,000.00 012 DEL SEP 18 CPR -1,000.00 013 DEL NOV 18 CPR -1,000.00 015 PRTL FEB 18 DEL 2,000.00 015 PRTL JUL 18 DEL 2,000.00 015 PRTL JUN 18 DEL 2,000.00 015 DEL DEC 18 CPR -1,000.00 016 DEL JAN 19 CPR -1,000.00 017 RECD AUG 18 DEL 1,000.00 017 DEL MAR 19 CPR -1,000.00 019 RECD DEC 18 DEL 1,000.00 019 RECD MAR 18 DEL 1,000.00 019 DEL APR 19 CPR -1,000.00 020 RECD JUN 18 DEL 1,000.00 020 RECD MAR 19 DEL 1,000.00 020 RECD NOV 18 DEL 1,000.00 020 RECD SEP 18 DEL 1,000.00 020 DEL JUN 19 CPR -1,000.00 022 RECD FEB 18 DEL 1,000.00 022 DEL JUL 19 CPR -1,000.00 023 DEL SEPT 19 CPR -1,000.00 025 DEL DEC 19 OTH -10,000.00 028 RCCD JAN 19 DEL 1,000.00 028 RCCD JUN 19 DEL 1,000.00 028 RECD APR 19 DEL 1,000.00 028 RECD JUL 19 DEL 1,000.00 028 RECD JUL 18 DEL 1,000.00 028 RECD SEP 19 DEL 1,000.00 028 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 LOCATION PROGRESS ESTIMATE 11-SD-163-4.1/4.9 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 16470 W.BERNARDO DR.,STE 120 FROM 0.3 MILE SOUTH TO 0.5 MILE SAN DIETGO, CA 92127 NORTH OF FRIARS ROAD OVERCROSSING FED. AID NO. N O N E REVISE INTERCHANGE/WIDEN OC AND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.750 3,750 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,700.0000 2,700.00 0.900 2,430 003 TIME-RELATED OVERHEAD (WDAY) WDAY 3,400.0000 1,700,000.00 550.000 1,870,000 004 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.900 31,500 005 TRAFFIC CONTROL SYSTEM LS 900,000.0000 900,000.00 1.000 900,000 006 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 50,000.0000 50,000.00 1.000 50,000 007 TYPE III BARRICADE EA 60.0000 2,940.00 49.000 2,940 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 6,825.00 4,879.000 12,197 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 13,980.00 127,579.000 38,273 010 TRAFFIC PLASTIC DRUM EA 30.0000 18,300.00 610.000 18,300 011 FLASHING BEACON (PORTABLE) EA 640.0000 9,600.00 15.000 9,600 012 TEMPORARY PAVEMENT MARKER EA 3.0000 1,740.00 1,185.000 3,555 013 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 7,200.0000 72,000.00 11.000 79,200 014 TEMPORARY RAILING (TYPE K) LF 9.0000 224,100.00 25,120.000 226,080 015 TEMPORARY CRASH CUSHION MODULE EA 120.0000 14,400.00 120.000 14,400 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,900.0000 70,300.00 38.000 72,200 017 TEMPORARY TRAFFIC SCREEN LF 5.0000 2,900.00 580.000 2,900 018 JOB SITE MANAGEMENT LS 120,000.0000 120,000.00 1.000 120,000 019 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.900 4,500 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 23.000 11,500 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 10,000.00 14.000 7,000 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 3.000 6,000 PROGRAM CAS145 PAGE 2 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 500.0000 6,000.00 5.000 2,500 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.5000 19,450.00 18,515.384 9,257 (BONDED FIBER MATRIX) 025 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 26,975.00 83.000 26,975 026 TEMPORARY FIBER ROLL LF 3.5000 72,800.00 15,664.000 54,824 027 TEMPORARY CONSTRUCTION ENTRANCE EA 4,500.0000 31,500.00 7.000 31,500 028 STREET SWEEPING LS 150,000.0000 150,000.00 1.000 150,000 029 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 1.000 35,000 030 TEMPORARY FENCE (TYPE ESA) LF 5.0000 8,050.00 1,332.000 6,660 031 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.4000 5,080.00 4,804.000 1,921 (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.8000 7,440.00 9,300.000 7,440 033 ABANDON CULVERT (EA) EA 975.0000 5,850.00 6.000 5,850 034 ABANDON INLET EA 1,150.0000 3,450.00 4.000 4,600 035 REMOVE FENCE LF 9.0000 10,980.00 1,275.000 11,475 036 REMOVE GUARDRAIL LF 8.0000 4,000.00 574.000 4,592 037 REMOVE IRRIGATION FACILITY LS 18,000.0000 18,000.00 1.000 18,000 038 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 16,140.00 81,065.000 16,213 039 REMOVE PAINTED PAVEMENT MARKING SQFT 1.0000 2,250.00 2,288.000 2,288 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.0000 870.00 682.000 682 041 REMOVE ROADSIDE SIGN EA 150.0000 10,950.00 73.000 10,950 042 REMOVE SIGN STRUCTURE (EA) EA 2,400.0000 21,600.00 9.000 21,600 043 REMOVE CULVERT (LF) LF 20.0000 6,800.00 430.500 8,610 044 REMOVE INLET EA 1,400.0000 9,800.00 7.000 9,800 045 REMOVE CONCRETE PAVEMENT AND BASE CY 20.0000 18,200.00 910.500 18,210 046 REMOVE BRICK PAVERS EA 0.6000 936.00 0.000 0 047 REMOVE BASE AND SURFACING CY 20.0000 19,400.00 958.900 19,178 048 RESET ROADSIDE SIGN EA 250.0000 3,750.00 13.000 3,250 049 RELOCATE ROADSIDE SIGN EA 250.0000 5,750.00 24.000 6,000 PROGRAM CAS145 PAGE 3 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST MANHOLE TO GRADE EA 1,200.0000 1,200.00 1.000 1,200 051 ADJUST WATER MANHOLE TO GRADE EA 1,100.0000 2,200.00 2.000 2,200 052 ADJUST SEWER MANHOLE EA 1,100.0000 17,600.00 16.000 17,600 053 MODIFY SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.8000 130,500.00 27,382.000 158,815 055 REMOVE CONCRETE (CY) CY 35.0000 47,950.00 1,370.000 47,950 056 REMOVE CONCRETE BARRIER LF 13.0000 8,060.00 617.000 8,021 057 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 17,466.00 8,733.000 17,466 058 FURNISH POLYESTER CONCRETE OVERLAY CF 74.0000 40,404.00 546.000 40,404 059 PLACE POLYESTER CONCRETE OVERLAY SQFT 8.6000 75,103.80 8,733.000 75,103 (F) 060 SAND BACKFILL CY 350.0000 10,500.00 30.000 10,500 061 BRIDGE REMOVAL (PORTION) LS 230,000.0000 230,000.00 1.000 230,000 062 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 1.000 100,000 063 ROADWAY EXCAVATION CY 40.0000 2,952,000.00 68,344.000 2,733,760 064 ROADWAY EXCAVATION (TYPE Y-2) CY 18.0000 284,400.00 0.000 0 (AERIALLY DEPOSITED LEAD) 065 STRUCTURE EXCAVATION (BRIDGE) CY 335.0000 70,350.00 210.000 70,350 (F) 066 STRUCTURE EXCAVATION (CULVERT) CY 165.0000 40,590.00 246.000 40,590 (F) 067 STRUCTURE EXCAVATION (RETAINING WALL) CY 55.0000 174,515.00 3,173.000 174,515 (F) 068 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 740.0000 42,180.00 56.000 41,440 (F) 069 STRUCTURE EXCAVATION (GROUND ANCHOR CY 60.0000 49,740.00 829.000 49,740 (F) WALL) 070 STRUCTURE BACKFILL (BRIDGE) CY 135.0000 33,345.00 247.000 33,345 (F) 071 STRUCTURE BACKFILL (CULVERT) CY 59.0000 10,030.00 170.000 10,030 (F) 072 STRUCTURE BACKFILL (RETAINING WALL) CY 40.0000 99,240.00 2,481.000 99,240 (F) 073 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 59.0000 2,714.00 46.000 2,714 (F) 074 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 85.0000 1,020.00 12.000 1,020 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING CY 135.0000 3,915.00 29.000 3,915 (F) WALL) 076 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 270.0000 10,260.00 37.000 9,990 (F) PROGRAM CAS145 PAGE 4 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BACKFILL CY 225.0000 5,400.00 24.000 5,400 (F) 078 ROADSIDE CLEARING LS 65,000.0000 65,000.00 1.000 65,000 079 ROCK BLANKET SQFT 14.0000 446,600.00 11,721.890 164,106 080 WEED GERMINATION SQYD 0.1000 2,370.00 25,870.000 2,587 081 CULTIVATION SQYD 74.0000 5,476.00 57.000 4,218 082 IRON SULFATE (LB) LB 0.5000 460.00 905.280 452 083 RELOCATE WATER METER EA 2,000.0000 18,000.00 0.000 0 084 PACKET FERTILIZER EA 0.1500 585.00 5,868.000 880 085 SLOW-RELEASE FERTILIZER LB 2.0000 980.00 507.010 1,014 086 PLANT (GROUP H) EA 0.4000 16,716.00 41,790.000 16,716 (F) 087 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 088 PLANT (GROUP K) 36" BOX EA 1,075.0000 16,125.00 15.000 16,125 089 PLANT (GROUP A) EA 8.6000 25,972.00 4,988.000 42,896 090 PLANT (GROUP B) EA 24.0000 3,840.00 154.000 3,696 091 PLANT (GROUP U) EA 130.0000 27,300.00 202.000 26,260 092 SOD SQYD 18.0000 1,332.00 57.000 1,026 093 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 0.000 0 094 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.088 4,400.00 0.516 25,800 095 ROCK MULCH SQFT 3.2500 174,525.00 53,687.000 174,482 096 GRAVEL MULCH SQFT 2.5000 20,050.00 8,020.000 20,050 097 WOOD MULCH CY 50.0000 106,500.00 1,934.000 96,700 098 ROOT BARRIER LF 8.0000 3,680.00 240.000 1,920 099 TREE GRATE AND FRAME EA 3,200.0000 48,000.00 15.000 48,000 100 CHECK AND TEST EXISTING IRRIGATION LS 9,000.0000 9,000.00 1.000 9,000 FACILITIES 101 CONTROL AND NEUTRAL CONDUCTORS LS 38,000.0000 38,000.00 1.000 38,000 102 1" REMOTE CONTROL VALVE EA 525.0000 3,150.00 6.000 3,150 103 1 1/2" REMOTE CONTROL VALVE EA 580.0000 38,860.00 67.000 38,860 PROGRAM CAS145 PAGE 5 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 40 STATION IRRIGATION CONTROLLER AND EA 15,000.0000 15,000.00 1.000 15,000 ENCLOSURE '66B' 105 40 STATION IRRIGATION CONTROLLER AND EA 25,000.0000 25,000.00 1.000 25,000 ENCLOSURE '66A' 106 4" SUPPLY LINE (BRIDGE) LF 90.0000 70,290.00 781.000 70,290 (F) 107 2" RECYCLED WATER CONNECTION ASSEMBLY EA 20,000.0000 20,000.00 1.000 20,000 AND ENCLOSURE 108 FLOW SENSOR EA 1,500.0000 1,500.00 1.000 1,500 109 TREE WELL SPRINKLER ASSEMBLY EA 40.0000 9,200.00 228.000 9,120 110 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 35.0000 9,450.00 257.000 8,995 111 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 40.0000 10,400.00 234.000 9,360 112 POP-UP SPRINKLER ASSEMBLY EA 40.0000 400.00 10.000 400 113 1 1/2" GATE VALVE EA 535.0000 1,070.00 2.000 1,070 114 2" GATE VALVE EA 565.0000 13,560.00 24.000 13,560 115 3" GATE VALVE EA 1,100.0000 12,100.00 11.000 12,100 116 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 3.2500 50,313.25 14,221.000 46,218 (F) LINE) 117 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 4.2500 23,115.75 5,699.000 24,220 (F) (SUPPLY LINE) 118 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.0000 11,300.00 2,480.000 12,400 (F) (SUPPLY LINE) 119 2" PLASTIC PIPE (SCHEDULE 40) LF 6.5000 20,702.50 3,585.000 23,302 (F) (SUPPLY LINE) 120 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.5000 9,037.50 1,765.000 13,237 (F) (SUPPLY LINE) 121 3" PLASTIC PIPE (CLASS 315) LF 8.5000 78,242.50 9,205.000 78,242 (F) (SUPPLY LINE) 122 BALL VALVE EA 535.0000 535.00 1.000 535 123 PVC PIPE CONDUIT (SLEEVE) LF 25.0000 6,850.00 0.000 0 (F) 124 10" CORRUGATED HIGH DENSITY LF 100.0000 109,000.00 1,154.000 115,400 POLYETHYLENE PIPE CONDUIT 125 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000 126 EROSION CONTROL (BONDED FIBER MATRIX) SQFT 0.1000 4,610.00 46,073.000 4,607 (SQFT) 127 COMPOST SOCK LF 5.0000 58,000.00 9,048.000 45,240 128 HYDROSEED SQFT 0.2000 966.00 4,828.000 965 129 COMPOST SQFT 0.2000 17,520.00 90,097.000 18,019 130 INCORPORATE MATERIALS SQFT 0.0600 2,946.00 51,562.000 3,093 PROGRAM CAS145 PAGE 6 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CLASS 4 AGGREGATE SUBBASE CY 45.0000 31,050.00 689.244 31,015 132 CLASS 2 AGGREGATE BASE (CY) CY 33.0000 1,019,700.00 23,396.941 772,099 133 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,600.0000 14,400.00 3.500 5,600 134 HOT MIX ASPHALT (TYPE A) TON 135.0000 2,592,000.00 18,498.530 2,497,301 135 MINOR HOT MIX ASPHALT TON 150.0000 21,000.00 87.390 13,108 136 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 132.0000 1,003,200.00 7,658.350 1,010,902 137 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.7500 42,525.00 0.000 0 (PAVING FABRIC) 138 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.0000 1,020.00 423.000 1,269 139 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 7,080.00 2,187.000 6,561 140 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.0000 117.00 0.000 0 141 PLACE HOT MIX ASPHALT SQYD 24.0000 67,440.00 2,082.510 49,980 (MISCELLANEOUS AREA) 142 TACK COAT TON 900.0000 22,500.00 34.210 30,789 143 JOINTED PLAIN CONCRETE PAVEMENT CY 330.0000 798,600.00 2,749.724 907,408 144 JOINT SEAL (ASPHALT RUBBER) LF 2.7500 17,490.00 5,676.000 15,609 145 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 15.0000 60,000.00 3,998.000 59,970 146 GRIND EXISTING CONCRETE SQYD 11.0000 15,620.00 5,031.000 55,341 PAVEMENT 147 GROUND ANCHOR (SUBHORIZONTAL) EA 2,850.0000 336,300.00 118.000 336,300 148 STEEL SOLDIER PILE (W 18 X 158) LF 105.0000 12,075.00 115.000 12,075 149 STEEL SOLDIER PILE (W 14X82) LF 70.0000 3,850.00 55.000 3,850 150 STEEL SOLDIER PILE (W 12X35) LF 48.0000 2,592.00 54.000 2,592 151 STEEL SOLDIER PILE (HP 10X42) LF 54.0000 4,590.00 85.000 4,590 152 STEEL SOLDIER PILE (W 14X48) LF 40.0000 14,800.00 344.000 13,760 153 24" DRILLED HOLE LF 130.0000 5,330.00 41.000 5,330 154 20" DRILLED HOLE LF 53.0000 27,030.00 483.760 25,639 155 30" DRILLED HOLE LF 47.0000 5,405.00 115.000 5,405 156 FURNISH STEEL PILING (HP 10 X 57) LF 35.0000 57,680.00 1,648.000 57,680 157 DRIVE STEEL PILE (HP 10 X 57) EA 3,550.0000 149,100.00 42.000 149,100 PROGRAM CAS145 PAGE 7 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,790.0000 336,520.00 188.000 336,520 PILING 159 36" CAST-IN-DRILLED-HOLE CONCRETE LF 775.0000 69,750.00 90.000 69,750 PILE (SIGN FOUNDATION) 160 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,200.0000 26,400.00 22.000 26,400 PILE (SIGN FOUNDATION) 161 PRESTRESSING CAST-IN-PLACE CONCRETE LS 195,000.0000 195,000.00 1.000 195,000 162 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 860.0000 44,720.00 52.000 44,720 (F) 163 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,532,700.00 1,703.000 1,532,700 (F) 164 STRUCTURAL CONCRETE, WALL CY 3,300.0000 42,900.00 15.000 49,500 (F) 165 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 748,800.00 1,248.000 748,800 (F) 166 STRUCTURAL CONCRETE, BOX CULVERT CY 380.0000 85,500.00 225.000 85,500 (F) 167 MINOR CONCRETE (MINOR STRUCTURE) CY 1,230.0000 87,330.00 71.000 87,330 (F) 168 MINOR CONCRETE (BACKFILL) CY 210.0000 6,090.00 32.100 6,741 (F) 169 ARCHITECTURAL TREATMENT SQFT 43.0000 33,411.00 777.000 33,411 (F) (WOOD BOARD TEXTURE) 170 ARCHITECTURAL TREATMENT SQFT 15.0000 32,595.00 2,164.000 32,460 (F) (COBBLESTONE TEXTURE) 171 BRICK PAVERS EA 20.0000 28,400.00 640.000 12,800 172 RANDOM RIVER ROCK TEXTURE SQFT 4.0000 32,492.00 8,123.000 32,492 (F) 173 WALL CAP TEXTURE SQFT 21.0000 28,854.00 1,374.000 28,854 (F) 174 DRILL AND BOND DOWEL LF 85.0000 30,940.00 364.000 30,940 175 CONCRETE (RAPID SETTING) CF 36.0000 235,800.00 3,405.250 122,589 176 SOLDIER PILE WALL (PRECAST CONCRETE SQFT 55.0000 41,690.00 702.000 38,610 (F) PANELS 177 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 530,498.40 663,123.000 530,498 (F) 178 BAR REINFORCING STEEL (RETAINING WALL) LB 0.7000 163,931.60 234,588.000 164,211 (F) 179 BAR REINFORCING STEEL (BOX CULVERT) LB 0.6000 34,080.00 56,800.000 34,080 (F) 180 SHOTCRETE CY 580.0000 189,080.00 326.000 189,080 181 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) LB 4.2500 89,250.00 21,000.000 89,250 (F) 182 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) LB 1.0000 21,000.00 21,000.000 21,000 (F) 183 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 52,000.00 13,000.000 52,000 (F) 184 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 6,500.00 13,000.000 6,500 (F) PROGRAM CAS145 PAGE 8 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 5.0000 28,000.00 5,600.000 28,000 (F) WITHOUT WALKWAY) 186 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 4.0000 22,400.00 5,600.000 22,400 (F) WITHOUT WALKWAY) 187 METAL (ROADSIDE SIGN) LB 15.0000 9,000.00 653.360 9,800 188 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 31.000 9,300 189 ROADSIDE SIGN - TWO POST EA 1,000.0000 9,000.00 11.000 11,000 190 SIGN POST SUPPORT SYSTEM EA 4,400.0000 96,800.00 20.000 88,000 191 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 130.0000 5,200.00 59.000 7,670 METHOD) 192 INSTALL SIGN OVERLAY SQFT 29.0000 696.00 6.000 174 193 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.0000 39,100.00 1,700.000 39,100 FOR RETROREFLECTIVE SHEETING (TYPE XI) 194 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.0000 3,990.00 699.620 4,897 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 195 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,840.00 372.130 2,977 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 196 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 1,222.00 93.500 1,215 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 197 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 4,680.00 466.470 6,064 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 198 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 14,750.00 3,331.720 16,658 199 TIMBER LAGGING MFBM 3,100.0000 3,100.00 1.000 3,100 (F) 200 CLEAN AND PAINT STEEL SOLDIER PILING LS 14,000.0000 14,000.00 1.000 14,000 201 ANTI-GRAFFITI COATING SQFT 2.9000 11,948.00 4,107.000 11,910 (F) 202 18" REINFORCED CONCRETE PIPE LF 135.0000 122,850.00 892.500 120,487 203 24" REINFORCED CONCRETE PIPE LF 115.0000 190,900.00 1,606.000 184,690 204 30" REINFORCED CONCRETE PIPE LF 105.0000 50,400.00 472.000 49,560 205 36" REINFORCED CONCRETE PIPE LF 615.0000 9,225.00 18.000 11,070 206 48" JACKED REINFORCED CONCRETE PIPE LF 1,100.0000 572,000.00 256.000 281,600 207 18" CORRUGATED STEEL PIPE (.064" THICK) LF 550.0000 7,700.00 10.000 5,500 208 3" PLASTIC PIPE UNDERDRAIN LF 15.0000 300.00 20.000 300 209 18" CORRUGATED STEEL PIPE DOWNDRAIN LF 165.0000 14,355.00 86.000 14,190 (.064" THICK) PROGRAM CAS145 PAGE 9 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 210 24" CONCRETE FLARED END SECTION EA 1,500.0000 3,000.00 3.000 4,500 211 48" CONCRETE FLARED END SECTION EA 4,200.0000 8,400.00 1.000 4,200 212 FLAP GATE EA 4,000.0000 8,000.00 2.000 8,000 213 ROCK SLOPE PROTECTION CY 100.0000 3,900.00 41.800 4,180 (F) (NO. 3, METHOD B) (CY) 214 CONCRETE (CHANNEL LINING) CY 500.0000 26,500.00 51.271 25,635 215 SLOPE PAVING (CONCRETE) CY 750.0000 45,000.00 60.000 45,000 216 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.7000 864.00 287.000 774 217 MINOR CONCRETE (GUTTER) (LF) LF 28.0000 23,492.00 839.000 23,492 218 DETECTABLE WARNING SURFACE SQFT 32.0000 19,840.00 620.000 19,840 219 MINOR CONCRETE (MISCELLANEOUS CY 565.0000 649,750.00 1,169.925 661,007 CONSTRUCTION) 220 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 8.6000 209,840.00 16,944.092 145,719 CONCRETE) 221 PRE/POST CONSTRUCTION SURVEYS EA 940.0000 28,200.00 22.000 20,680 222 MISCELLANEOUS IRON AND STEEL LB 1.2500 42,266.25 34,099.000 42,623 (F) 223 MANHOLE FRAME AND COVER EA 1,200.0000 3,600.00 3.000 3,600 224 WEATHERING STEEL PLATE EA 55.0000 21,395.00 389.000 21,395 225 MISCELLANEOUS METAL (RETAINING WALL) LB 75.0000 4,950.00 66.000 4,950 (F) 226 RELOCATE FIRE HYDRANT EA 18,000.0000 18,000.00 1.000 18,000 227 REMOVE FIRE HYDRANT EA 3,800.0000 7,600.00 2.000 7,600 228 INSTALL FIRE HYDRANT EA 9,000.0000 18,000.00 2.000 18,000 229 REMOVE WATER METER EA 380.0000 1,140.00 0.000 0 230 2" COPPER WATER LINE LF 210.0000 27,300.00 0.000 0 231 6" POLYVINYL CHLORIDE PIPE CONDUIT LF 240.0000 36,000.00 276.000 66,240 (SLEEVE) 232 ADJUST WATER VALVE EA 900.0000 22,500.00 25.000 22,500 233 TEMPORARY FENCE (TYPE CL-6) LF 14.0000 31,920.00 1,234.000 17,276 234 CHAIN LINK FENCE (TYPE CL-4) LF 22.0000 5,720.00 315.000 6,930 235 CHAIN LINK FENCE (TYPE CL-6) LF 26.0000 18,200.00 381.800 9,926 236 16' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 2,000.00 1.000 2,000 PROGRAM CAS145 PAGE 10 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 237 DELINEATOR (CLASS 1) EA 50.0000 7,000.00 129.000 6,450 238 MIDWEST GUARDRAIL SYSTEM LF 36.0000 4,680.00 175.000 6,300 239 CHAIN LINK RAILING LF 94.0000 8,272.00 86.000 8,084 (F) 240 CHAIN LINK RAILING (TYPE 7) LF 92.0000 83,904.00 912.000 83,904 (F) 241 TUBULAR HANDRAILING LF 73.0000 35,770.00 490.000 35,770 (F) 242 PIPE HANDRAILING (TYPE 1) LF 138.0000 6,072.00 44.000 6,072 (F) 243 PIPE HANDRAILING (TYPE 2) LF 158.0000 3,792.00 24.000 3,792 (F) 244 PIPE HANDRAILING (TYPE 3) LF 127.0000 15,240.00 120.000 15,240 (F) 245 PIPE HANDRAILING (TYPE 4) LF 235.0000 9,165.00 61.000 14,335 (F) 246 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 180.0000 140,220.00 779.000 140,220 (F) 247 CONCRETE BARRIER (TYPE 26A MODIFIED) LF 300.0000 39,900.00 133.000 39,900 (F) 248 CONCRETE BARRIER (TYPE 26B MODIFIED) LF 235.0000 10,340.00 44.000 10,340 (F) 249 CABLE RAILING LF 33.0000 15,378.00 521.500 17,209 (F) 250 TRANSITION RAILING (TYPE WB-31) EA 4,300.0000 17,200.00 3.000 12,900 251 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 800.00 1.000 800 252 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 15,500.00 4.000 12,400 253 CRASH CUSHION (SC1-100GM) EA 44,000.0000 88,000.00 4.000 176,000 254 CONCRETE BARRIER (TYPE 60) LF 60.0000 128,400.00 1,921.380 115,282 255 CONCRETE BARRIER (TYPE 60C) LF 220.0000 50,600.00 319.530 70,296 256 CONCRETE BARRIER (TYPE 60D MOD) LF 95.0000 21,850.00 252.000 23,940 257 CONCRETE BARRIER (TYPE 60G) LF 145.0000 10,150.00 71.000 10,295 258 CONCRETE BARRIER (TYPE 60GE) LF 245.0000 78,400.00 312.000 76,440 259 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 260 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 261 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 262 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 263 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 265 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 266 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 267 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 268 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1500 1,365.00 4,745.000 711 269 PAINT TRAFFIC STRIPE (2-COAT) LF 0.1800 15,498.00 108,106.000 19,459 270 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.5000 7,125.00 4,115.000 10,287 271 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 2,870.00 1,020.000 1,020 272 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 7,175.00 1,918.000 4,795 273 SIGNAL AND LIGHTING LS 40,000.0000 40,000.00 1.000 40,000 (CITY STREET LOCATION 1) 274 SIGNAL AND LIGHTING LS 340,000.0000 340,000.00 1.000 340,000 (CITY STREET LOCATION 2) 275 SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 1.000 140,000 (CITY STREET LOCATION 3) 276 SIGNAL AND LIGHTING LS 220,000.0000 220,000.00 1.000 220,000 (CITY STREET LOCATION 4) 277 LIGHTING (CITY STREET) LS 150,000.0000 150,000.00 1.000 150,000 278 INTERCONNECTION CONDUIT AND CABLE (LS) LS 243,000.0000 243,000.00 1.000 243,000 279 CLOSED CIRCUIT TELEVISION SYSTEM LS 950,000.0000 950,000.00 1.000 950,000 280 RAMP METERING SYSTEM LS 131,000.0000 131,000.00 1.000 131,000 281 ELECTRIC SERVICE FOR IRRIGATION LS 113,000.0000 113,000.00 1.000 113,000 282 MODIFYING EXISTING ELECTRICAL SYSTEM LS 150,785.0000 150,785.00 1.000 150,785 283 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 284 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,700.0000 389,300.00 226.700 385,390 (F) 285 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 286 PLANT (GROUP F) EA 0.6500 74,750.00 115,000.000 74,750 287 THERMOPLASTIC PAVEMENT MARKING SQFT 2.4000 25,200.00 11,663.000 27,991 (ENHANCED WET NIGHT VISIBILITY) 288 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 17,370.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 289 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 1,884.00 600.000 360 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) PROGRAM CAS145 PAGE 12 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 290 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3400 6,494.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 291 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3600 6,084.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 292 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4400 3,080.00 9,259.000 4,073 (ENHANCED WET NIGHT VISIBILITY) 293 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 204.00 1,778.000 711 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 294 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 12,420.00 2,533.000 2,279 (ENHANCED WET NIGHT VISIBILITY) 295 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,100.00 246.000 123 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 296 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 297 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 48.0000 6,720.00 140.000 6,720 298 REMOVE CONCRETE DECK SURFACE SQFT 3.8000 33,185.40 8,733.000 33,185 PROGRAM CAS145 PAGE 13 DATE 11/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-085784 TIME 06:57 PM ESTIMATE NO. 038 BID OPENING 11/29/16 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/20 R.E. NAME: CORTEZ, DAVID DATE OF THIS ESTIMATE 11/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,400.00 26,099,193.25 ADJUSTMENT OF COMPENSATION 272,073.07 994,361.03 EXTRA WORK 142,527.09 3,579,099.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 419,000.16 30,672,653.99 299 MOBILIZATION LS 2,870,000.0000 2,870,000.00 1.000 2,870,000 ORIGINAL CONTRACT AMOUNT 30,341,119.95 TOTAL WORK COMPLETED 419,000.16 33,542,653.99 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 419,000.16 33,532,653.99 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 07/18/17 500 10/02/17 09/11/17 05/21/21 679 118 50 0 98% 100% PROGRESS IS SATISFACTORY CORTEZ, DAVID RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/20