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 06/18/20 EST. NO. 005 TIME 06:28 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- 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 0061 1,204.54 E.W. @ F.A.(+) 051120 N MAY390 0061-1 -1,204.54 051120 N MAY390 DAO CORRECTING ENTRY 0061-2 1,712.97 051120 N MAY390 DAO CORRECTING ENTRY 0064 737.17 042320 N JUN010 0065 552.88 043020 N JUN020 0066 737.17 050120 N JUNE03 0067 737.17 050520 N JUNE04 0068 737.17 052020 N JUN050 0069 737.17 052120 N JUNE06 0070 737.17 052920 N JUN070 0071 737.17 060320 N JUNE08 0072 1,288.51 050820 N JUN090 0073 1,264.36 051120 N JUN100 0074 1,310.97 051220 N JUN110 0075 1,338.79 051320 N JUN120 0076 1,283.14 051420 N JUN130 0077 827.60 051520 N JUN140 0078 855.43 051820 N JUN150 0079 858.00 051920 N JUN160 0080 399.89 052020 N JUN170 0081 427.72 052120 N JUN180 0082 1,199.66 052220 N JUN190 0083 1,119.13 052620 N JUN200 0084 3,357.07 052720 N JUN210 0085 3,123.64 052820 N JUN220 0086 1,391.88 052620 N JUN230 0087 2,212.28 052920 N JUN240 0088 2,985.80 053020 N JUN250 0089 2,136.53 053120 N JUN260 0090 1,957.78 060120 N JUN270 0091 1,972.99 060220 N JUN280 0092 2,053.68 060320 N JUN290 0093 1,875.39 060420 N JUN300 002 0001 1,900.00 E.W. @ F.A.(+) 061020 N JUN470 003 0004 300.00 E.W. @ F.A.(+) 053120 N JUN480 017 0004 42,850.00 E.W. @ U.P (+) 061520 N JUN104 026 0004 13,274.22 E.W. @ F.A.(+) 052120 N JUN490 0005 3,846.83 051820 N JUN500 0006 3,108.56 051920 N JUN510 0007 2,194.81 051920 N JUN520 0008 1,615.36 052020 N JUN530 0009 3,747.60 052120 N JUN540 0010 4,341.60 052620 N JUN550 0011 402.58 052720 N JUN560 0012 1,036.41 060220 N JUN570 0013 2,416.35 060320 N JUN580 0014 1,236.26 060520 N JUN590 0015 1,819.08 060220 N JUN600 0016 21,633.00 E.W. @ U.P (+) 061520 N JUN105 031 0018 5,428.04 E.W. @ F.A.(+) 042820 N JUN610 0019 3,148.01 051520 N JUN620 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 06/18/20 EST. NO. 005 TIME 06:28 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0020 7,632.89 050720 N JUN630 0021 7,743.77 051520 N JUN640 0022 1,474.64 051820 N JUN650 0023 1,204.07 051220 N JUN660 0024 6,287.69 051920 N JUN670 0025 5,886.71 052020 N JUN680 0026 3,051.24 052220 N JUN690 0027 6,274.54 052620 N JUN700 0028 4,397.06 052720 N JUN710 0029 1,802.81 051220 N JUN720 0030 11,920.55 050520 N JUN730 032 0010 1,792.00 E.W. @ F.A.(+) 051820 N JUN740 0011 2,556.50 051920 N JUN750 0012 3,301.46 051920 N JUN760 0013 960.97 052020 N JUN770 0014 645.12 052120 N JUN780 0015 2,828.20 052220 N JUN790 0016 4,429.85 052620 N JUN800 0017 660.63 052720 N JUN810 0018 2,558.06 052820 N JUN820 0019 3,026.75 060220 N JUN830 0020 1,339.04 060320 N JUN840 0022 772.63 052920 N JUN851 0023 1,019.74 052720 N JUN860 0024 1,401.27 060220 N JUN870 0025 2,919.14 060320 N JUN880 0026 739.06 060420 N JUN890 0027 3,060.25 060420 N JUN900 0028 239.03 051520 N JUN910 0029 715.00 051520 N JUN920 0030 258.35 052620 N JUN930 0031 2,160.76 051120 N JUN940 0032 2,208.17 051820 N JUN950 0033 2,519.09 051920 N JUN960 0034 504.34 052020 N JUN970 0035 821.92 052020 N JUN980 0036 342.21 052220 N JUN990 0038 975.53 052720 N JUN101 0039 458.51 052820 N JUN102 0040 2,121.92 052920 N JUN103 261,976.46 TOTAL THIS ESTIMATE 867,211.08 TOTAL PREVIOUS ESTIMATE 1,129,187.54 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 06/18/20 EST. NO. 005 TIME 06:28 PM R.E. NAME: MCCRANK, SCOTT 04-1J5694 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE REJECTED PILES ANOMA -3,000.00 005 -3,000.00 -3,000.00 TOTAL DEDUCTIONS -3,000.00 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-0.0/21.8 ----------------------- 04-SLC-101-50.6/52.6 KIEWIT INFRASTRUCTURE WEST CO US 101 BETWEEN 0.3 MILE NORTH OF 4650 BUSINESS CENTER DR SAN ANTONIO IC (SCL PM 50.6) IN FAIRFIELD CA 94534 SANTA CLARA COUNTY AND 0.3 MILE SOUTH OF RAND AVENUE INTERCHANGE (SM PM 21.8) IN SAN MATEO COUNTY FED. AID NO. N O N E THE CONTRACT WILL WIDEN ROUTE 101, ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 28,667.0000 28,667.00 1.000 28,667 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,641.0000 5,641.00 0.250 1,410 003 TIME-RELATED OVERHEAD (WDAY) WDAY 48,038.9800 28,006,725.34 21.000 1,008,818.58 65.000 3,122,533 004 DEVELOP WATER SUPPLY LS 3,063,203.0000 3,063,203.00 1.000 3,063,203 005 CONSTRUCTION AREA SIGNS LS 503,079.0000 503,079.00 0.600 301,847 006 TRAFFIC CONTROL SYSTEM LS 9,763,249.0000 9,763,249.00 0.029 283,134.22 0.289 2,821,578 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 1,864,983.0000 1,864,983.00 0.029 54,084.51 0.289 538,980 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 8.1800 22,576.80 66.000 539.88 751.000 6,143 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9100 1,765,400.00 3,685.000 3,353.35 645,047.000 586,992 010 CHANNELIZER (SURFACE MOUNTED) EA 56.4100 55,845.90 0.000 0 011 TEMPORARY PAVEMENT MARKER EA 6.1400 65,698.00 3,716.000 22,816 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 1,025,665.0000 1,025,665.00 0.029 29,744.29 0.289 296,417 013 TEMPORARY RAILING (TYPE K) LF 24.1700 7,951,930.00 50.000 1,208.50 106,190.000 2,566,612 014 TEMPORARY CRASH CUSHION MODULE EA 413.4000 491,946.00 727.000 300,541 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 10,622.3200 690,450.80 3.000 31,866.96 39.000 414,270 016 JOB SITE MANAGEMENT LS 1,425,213.0000 1,425,213.00 0.036 51,307.67 0.112 159,623 017 PREPARE STORM WATER POLLUTION PREVENTION LS 58,735.0000 58,735.00 0.700 41,114 PLAN 018 RAIN EVENT ACTION PLAN EA 216.9600 5,640.96 6.000 1,301 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 389.2000 19,460.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,518.0000 5,036.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 1,424.2700 21,364.05 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 1.3300 175,560.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 174.5800 146,647.20 4.000 698.32 463.000 80,830 024 TEMPORARY FIBER ROLL LF 4.0400 674,680.00 26,750.000 108,070.00 120,781.000 487,955 025 TEMPORARY REINFORCED SILT FENCE LF 14.3600 298,688.00 17,211.000 247,149 026 TEMPORARY CONSTRUCTION ENTRANCE EA 22,827.9200 273,935.04 16.000 365,246 027 STREET SWEEPING LS 2,593,827.0000 2,593,827.00 0.029 75,220.98 0.289 749,616 028 TEMPORARY CONCRETE WASHOUT LS 408,987.0000 408,987.00 0.036 14,723.53 0.112 45,806 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5700 8,094.00 18,149.000 10,344 STRIPE (HAZARDOUS WASTE) 030 ADL BURIAL LOCATION REPORT LS 19,798.0000 19,798.00 0.000 0 031 TREATED WOOD WASTE LB 0.5700 105,450.00 75,460.000 43,012 032 NOISE MONITORING LS 5,608.0000 5,608.00 1.000 5,608 033 VIBRATION MONITORING LS 338,504.0000 338,504.00 0.500 169,252.00 1.000 338,504 034 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 7.0400 55,616.00 10,372.000 73,018.88 10,372.000 73,018 035 TEMPORARY HIGH-VISIBILITY FENCE LF 6.8700 73,509.00 10,380.000 71,310 036 CLEARING AND GRUBBING (LS) LS 42,499.0000 42,499.00 0.030 1,274.97 0.980 41,649 037 ROADWAY EXCAVATION CY 100.4200 15,464,680.00 23,784.700 2,388,459.57 56,166.700 5,640,260 038 ROADWAY EXCAVATION (TYPE R-1) CY 39.3700 1,409,446.00 13,138.000 517,243.06 20,618.000 811,730 (AERIALLY DEPOSITED LEAD) 039 STRUCTURE EXCAVATION CY 42.1800 5,483.40 0.000 0 040 STRUCTURE BACKFILL CY 42.1800 5,483.40 0.000 0 041 DITCH EXCAVATION CY 37.9900 80,918.70 41.000 1,557.59 41.000 1,557 042 IMPORTED BORROW (CY) CY 63.7500 588,412.50 2,081.000 132,663.75 3,867.000 246,521 043 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 521,360.00 13,493.000 52,892.56 18,338.000 71,884 CLASS A1 044 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.9200 427,280.00 6,259.000 24,535.28 23,723.000 92,994 CLASS B2 045 SUBGRADE ENHANCEMENT GEOGRID SQYD 36.6200 73,240.00 0.000 0 046 ROADSIDE CLEARING LS 333,210.0000 333,210.00 1.000 333,210 047 RELOCATE IRRIGATION CONTROLLER EA 4,330.0000 8,660.00 0.000 0 048 PACKET FERTILIZER EA 0.1700 1,145.80 0.000 0 049 PLANT (GROUP M) EA 3.1300 21,096.20 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 421,572.0000 421,572.00 0.000 0 051 PLANT ESTABLISHMENT WORK LS 128,751.0000 128,751.00 0.000 0 052 CHECK AND TEST EXISTING IRRIGATION LS 8,546.0000 8,546.00 1.000 8,546 FACILITIES 053 OPERATE EXISTING IRRIGATION FACILITIES LS 22,788.0000 22,788.00 0.000 0 054 REMOVE IRRIGATION FACILITY LS 106,869.0000 106,869.00 1.000 106,869 055 CONTROL AND NEUTRAL CONDUCTORS LS 27,346.0000 27,346.00 0.000 0 (ARMOR-CLAD) 056 3/4" REMOTE CONTROL VALVE EA 7,890.3300 71,012.97 0.000 0 057 1" REMOTE CONTROL VALVE EA 740.6500 12,591.05 0.000 0 058 CERTIFY EXISTING BACKFLOW PREVENTERS LS 14,243.0000 14,243.00 0.000 0 059 POP-UP SPRINKLER ASSEMBLY EA 100.2700 35,094.50 0.000 0 060 CAM COUPLER ASSEMBLY EA 831.8200 9,150.02 0.000 0 061 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.1300 21,392.10 0.000 0 (F) LINE) 062 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.7000 11,115.00 0.000 0 (F) LINE) 063 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.2700 51,163.20 0.000 0 (F) (SUPPLY LINE) 064 2 1/2" PLASTIC PIPE (CLASS 315) LF 7.9800 2,473.80 0.000 0 (F) (SUPPLY LINE) 065 3" PLASTIC PIPE (CLASS 315) LF 7.4100 15,412.80 0.000 0 (F) (SUPPLY LINE) 066 8" CORRUGATED HIGH DENSITY LF 199.3900 338,963.00 0.000 0 (F) POLYETHYLENE PIPE CONDUIT 067 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 854.6700 5,128.02 0.000 0 068 IMPORTED BIOFILTRATION SOIL CY 309.7600 446,054.40 0.000 0 069 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.7500 334,500.00 0.000 0 070 FIBER ROLLS LF 4.2600 326,742.00 0.000 0 071 HYDROSEED SQFT 0.1800 280,800.00 0.000 0 072 COMPOST (CY) CY 125.4600 1,028,772.00 0.000 0 073 INCORPORATE MATERIALS SQFT 0.0900 56,070.00 0.000 0 074 CLASS 2 AGGREGATE BASE (CY) CY 61.5700 5,941,505.00 14,265.000 878,296.05 21,379.000 1,316,305 075 LEAN CONCRETE BASE RAPID SETTING CY 894.4300 250,440.40 0.000 0 076 FULL WIDTH SEGMENT CORRECTION EA 2,816.2700 174,608.74 0.000 0 PROGRAM CAS145 PAGE 4 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 PARTIAL WIDTH SEGMENT CORRECTION EA 2,154.0000 36,618.00 0.000 0 078 REPLACE ASPHALT CONCRETE SURFACING CY 536.5100 1,212,512.60 0.000 0 079 HOT MIX ASPHALT (TYPE A) TON 123.4000 18,510,000.00 6,400.000 789,760.00 6,415.060 791,618 080 HOT MIX ASPHALT (TYPE A) (BARRIER TON 144.0800 1,383,168.00 0.000 0 RECONSTRUCT) 081 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 151.6500 13,603,005.00 0.000 0 082 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 154.3800 15,901,140.00 0.000 0 (OPEN GRADED FRICTION COURSE) 083 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 8.7700 1,140.10 0.000 0 084 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 16.3800 319,410.00 0.000 0 085 TACK COAT TON 2,247.7800 1,640,879.40 13.000 29,221.14 13.000 29,221 086 REMOVE ASPHALT CONCRETE DIKE LF 16.1600 286,032.00 542.000 8,758.72 542.000 8,758 087 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.0200 3,328,560.00 0.000 0 088 COLD PLANE ASPHALT CONCRETE PAVEMENT CY 12.8700 5,817,240.00 0.000 0 (0.3 FOOT) 089 PRECAST JOINTED CONCRETE PAVEMENT CY 1,941.0000 1,513,980.00 0.000 0 090 REMOVE CONCRETE PAVEMENT AND BASE CY 390.3800 347,438.20 0.000 0 091 72" PERMANENT STEEL CASING LF 1,652.1100 1,255,603.60 0.000 0 092 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 207.4500 2,032,180.20 1,830.000 379,633.50 1,830.000 379,633 093 FURNISH PILING (CLASS 90) LF 26.3600 43,230.40 0.000 0 094 DRIVE PILE (CLASS 90) EA 2,683.1700 96,594.12 0.000 0 095 FURNISH PILING (CLASS 140) LF 53.8900 162,855.58 3,022.000 162,855.58 3,022.000 162,855 (ALTERNATIVE V) 096 DRIVE PILE (CLASS 140) EA 2,995.7400 296,578.26 99.000 296,578.26 99.000 296,578 (ALTERNATIVE V) 097 FURNISH PILING (CLASS 90)(ALTERNATIVE Y) LF 57.3100 79,660.90 0.000 0 098 DRIVE PILE (CLASS 90)(ALTERNATIVE Y) EA 2,683.1600 99,276.92 0.000 0 099 36" CAST-IN-DRILLED-HOLE CONCRETE LF 2,657.4900 66,437.25 0.000 0 PILE (SIGN FOUNDATION) 100 54" CAST-IN-DRILLED-HOLE CONCRETE LF 2,631.9700 1,079,107.70 0.000 0 PILE (SIGN FOUNDATION) 101 60" CAST-IN-DRILLED-HOLE CONCRETE LF 2,607.8500 6,989,038.00 147.500 384,657.88 165.000 430,295 PILE (SIGN FOUNDATION) 102 STRUCTURAL CONCRETE, SOUNDWALL PILE CAP CY 1,999.5900 1,715,648.22 0.000 0 (F) 103 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,348.8700 2,000,480.20 19.310 83,976.68 39.680 172,563 (F) PROGRAM CAS145 PAGE 5 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GROSS SOLIDS REMOVAL DEVICE (LINEAR EA 115,384.0000 1,153,840.00 0.000 0 RADIAL) 105 GROSS SOLIDS REMOVAL DEVICE (INCLINED EA 21,497.0800 537,427.00 0.000 0 SCREEN) DRAINAGE INLET 106 MINOR CONCRETE (BACKFILL) CY 473.2900 1,509,795.10 57.000 26,977.53 87.900 41,602 (F) 107 HEAVY BLAST TEXTURE SQFT 218.1700 1,629,729.90 0.000 0 (F) 108 BAR REINFORCING STEEL (SOUND WALL) LB 1.3200 331,613.04 52,416.000 69,189.12 52,416.000 69,189 (F) 109 FURNISH SIGN STRUCTURE (TRUSS) LB 3.8200 5,500,800.00 0.000 0 (F) 110 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5200 748,800.00 0.000 0 (F) 111 REMOVE SIGN STRUCTURE WALKWAY (EA) EA 1,709.0900 58,109.06 0.000 0 112 REMOVE SIGN STRUCTURE (EA) EA 2,278.7800 111,660.22 34.000 77,478 113 SOUND WALL (MASONRY BLOCK) SQFT 66.3700 3,133,327.70 0.000 0 (F) 114 REMOVE SOUND WALL (SQFT) SQFT 15.3600 724,761.60 18,376.000 282,255.36 45,250.000 695,040 115 18" ALTERNATIVE PIPE CULVERT LF 311.3400 3,455,874.00 687.000 213,890.58 983.000 306,047 116 24" ALTERNATIVE PIPE CULVERT LF 319.1100 587,162.40 61.000 19,465.71 401.000 127,963 117 36" ALTERNATIVE PIPE CULVERT LF 494.4300 74,164.50 0.000 0 118 48" ALTERNATIVE PIPE CULVERT LF 625.6000 6,256.00 0.000 0 119 TEMPORARY DRAINAGE SYSTEM LS 1,548,538.0000 1,548,538.00 0.035 54,198.83 0.057 88,266 120 12" REINFORCED CONCRETE PIPE LF 196.0700 33,331.90 0.000 0 121 18" REINFORCED CONCRETE PIPE LF 199.2000 1,410,336.00 423.000 84,261.60 615.000 122,508 122 24" REINFORCED CONCRETE PIPE LF 296.2100 133,294.50 0.000 0 123 27" REINFORCED CONCRETE PIPE LF 422.9000 232,595.00 0.000 0 124 36" REINFORCED CONCRETE PIPE LF 548.2200 208,323.60 0.000 0 125 18" SLOTTED CORRUGATED STEEL PIPE LF 190.2300 1,090,017.90 0.000 0 (.064" THICK) 126 4" PLASTIC PIPE LF 7.9800 7,022.40 0.000 0 127 4" PERFORATED PLASTIC PIPE LF 6.8400 16,142.40 0.000 0 128 CLASS 2 PERMEABLE MATERIAL (BLANKET) CY 309.5500 297,168.00 0.000 0 129 GRATED LINE DRAIN LF 256.4500 3,333,850.00 0.000 0 130 18" ALTERNATIVE FLARED END SECTION EA 741.7300 16,318.06 0.000 0 PROGRAM CAS145 PAGE 6 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" ALTERNATIVE FLARED END SECTION EA 741.7300 8,159.03 8.000 5,933 132 27" ALTERNATIVE FLARED END SECTION EA 743.5000 1,487.00 0.000 0 133 36" ALTERNATIVE FLARED END SECTION EA 1,968.0000 1,968.00 0.000 0 134 INLET DEPRESSION EA 3,865.6600 695,818.80 6.000 23,193 135 ABANDON CULVERT (LF) LF 6.3800 25,201.00 0.000 0 136 ABANDON MANHOLE EA 5,823.6700 17,471.01 0.000 0 137 ABANDON SEWER LF 7.7400 6,114.60 0.000 0 138 REMOVE GRATED LINE DRAIN LF 26.3800 191,255.00 1,975.000 52,100 139 REMOVE CULVERT (LF) LF 90.0500 1,332,740.00 845.000 76,092.25 2,199.900 198,101 140 REMOVE CONCRETE BACKFILL CY 200.2300 424,487.60 33.000 6,607 141 REMOVE 18" SLOTTED CORRUGATED STEEL PIPE LF 73.6800 37,576.80 0.000 0 142 REMOVE INLET EA 1,918.2900 326,109.30 6.000 11,509.74 27.000 51,793 143 ADJUST INLET EA 5,216.9000 219,109.80 8.000 41,735.20 8.000 41,735 144 ADJUST MANHOLE TO GRADE EA 4,082.3300 24,493.98 5.000 20,411.65 5.000 20,411 145 CAP INLET EA 3,563.2700 39,195.97 0.000 0 146 SAND BACKFILL CY 374.1000 172,086.00 0.000 0 147 SAND BACKFILL (ABANDON SEWER) CY 210.8200 23,190.20 0.000 0 148 CONCRETE (CONCRETE APRON) CY 896.4100 28,685.12 0.000 0 149 CONCRETE (MODIFY CONCRETE APRON) CY 734.1300 5,873.04 0.000 0 150 ROCK SLOPE PROTECTION CY 563.1900 38,296.92 0.000 0 (F) (20 LB, CLASS I, METHOD B) (CY) 151 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 19.8300 5,155.80 0.000 0 152 MINOR CONCRETE (CURB) (CY) CY 1,471.7000 29,434.00 0.000 0 153 MINOR CONCRETE (TEXTURED PAVING) CY 1,132.5800 1,359,096.00 0.000 0 154 REMOVE CONCRETE CURB (LF) LF 16.1600 70,942.40 1,727.000 27,908 155 MISCELLANEOUS IRON AND STEEL LB 3.2200 297,206.00 2,934.000 9,447.48 7,498.000 24,143 (F) 156 MISCELLANEOUS IRON AND STEEL LB 6.3300 10,634.40 480.000 3,038.40 721.000 4,563 (F) (SEWER SYSTEM) 157 ELECTRONIC TOLL SYSTEM/LIGHTING TOLL LS 12,339,232.8000 12,339,232.80 0.154 1,900,241.85 0.234 2,887,380 SYSTEM PROGRAM CAS145 PAGE 7 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 42" STEEL CASING LF 3,085.6800 228,340.32 0.000 0 (THICKNESS 0.75") 159 8" C900 PVC SEWER PIPE LF 874.5400 35,856.14 19.000 16,616.26 39.000 34,107 160 30" PVC C900 DR18 SEWER PIPE LF 1,125.9100 866,950.70 314.000 353,535.74 668.000 752,107 161 SEWER MANHOLE (TYPE 1) EA 20,988.0000 146,916.00 4.000 83,952.00 6.000 125,928 162 TEMPORARY BYPASS SEWER LS 505,089.0000 505,089.00 0.320 161,628.48 0.570 287,900 163 PREPARE AND PAINT CONCRETE SQFT 133.9400 450,038.40 0.000 0 164 PREPARE AND STAIN CONCRETE SQFT 7.6500 257,544.90 0.000 0 165 ANTI-GRAFFITI COATING SQFT 3.5200 224,224.00 0.000 0 (F) 166 TEMPORARY FENCE (TYPE CL-6) LF 13.1200 20,204.80 89.000 1,167.68 1,164.000 15,271 167 CHAIN LINK FENCE (TYPE CL-4) LF 36.5600 43,872.00 0.000 0 168 CHAIN LINK FENCE (TYPE CL-4, VINYL-CLAD) LF 43.1100 19,830.60 0.000 0 169 CHAIN LINK FENCE (TYPE CL-6) LF 76.4100 18,338.40 0.000 0 170 REMOVE FENCE LF 15.7300 29,729.70 2,017.000 31,727 171 REMOVE PAVEMENT MARKER EA 1.1400 38,532.00 938.000 1,069.32 12,218.000 13,928 172 GUARD RAILING DELINEATOR (TYPE F) EA 28.4900 15,384.60 0.000 0 173 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.1100 173,740.00 0.000 0 174 OBJECT MARKER (TYPE P) EA 512.7700 6,666.01 0.000 0 175 SPECIAL MARKER EA 112.8100 20,305.80 0.000 0 176 REMOVE ROADSIDE SIGN EA 165.2100 34,694.10 14.000 2,312.94 29.000 4,791 177 REMOVE ROADSIDE SIGN (METAL POST) EA 245.0000 2,940.00 0.000 0 178 REMOVE ROADSIDE SIGN PANEL EA 165.2100 24,781.50 0.000 0 179 REMOVE SIGN FROM SIGN FRAME EA 1,475.5100 125,418.35 0.000 0 180 RELOCATE ROADSIDE SIGN EA 854.6000 4,273.00 0.000 0 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 19.9400 450,644.00 0.000 0 182 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 27.3500 363,755.00 0.000 0 183 FURNISH LAMINATED PANEL SIGN SQFT 32.7600 69,778.80 0.000 0 (2 1/2"-TYPE B) 184 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.8200 44,613.60 0.000 0 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 8 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.8100 22,659.30 0.000 0 (0.080"-UNFRAMED) 186 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3800 9,689.40 0.000 0 (0.063"-FRAMED) 187 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.8100 43,201.70 0.000 0 (0.080"-FRAMED) 188 METAL (BARRIER MOUNTED SIGN) LB 15.1000 94,375.00 0.000 0 189 METAL (WALL MOUNTED SIGN) LB 17.0900 21,020.70 0.000 0 190 ROADSIDE SIGN - ONE POST EA 484.2400 40,676.16 0.000 0 191 ROADSIDE SIGN - TWO POST EA 677.9400 45,421.98 0.000 0 192 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 282.5700 73,468.20 0.000 0 METHOD) 193 INSTALL "UNDER CONSTRUCTION" BANNER SIGN EA 1,993.9500 73,776.15 0.000 0 194 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 512.8000 2,564.00 0.000 0 195 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.3100 169,878.00 0.000 0 196 INSTALL ROADSIDE SIGN PANEL ON EA 450.0700 25,653.99 0.000 0 EXISTING POST 197 INSTALL ROADSIDE SIGN EA 4,684.5000 103,059.00 0.000 0 (LAMINATED WOOD BOX POST) 198 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 37.6000 124,832.00 0.000 0 199 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 51.9600 763,812.00 0.000 0 200 VEGETATION CONTROL (MINOR CONCRETE) SQYD 120.4800 1,746,960.00 0.000 0 201 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 57.0000 1,425.00 0.000 0 (WOOD POST) 202 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 56.9700 10,824.30 0.000 0 203 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 142.4300 32,758.90 0.000 0 204 TRANSITION RAILING (TYPE STB) EA 5,697.0000 11,394.00 0.000 0 205 TRANSITION RAILING (TYPE DTB) EA 6,836.5000 27,346.00 0.000 0 206 TRANSITION RAILING (TYPE WB-31) EA 10,824.1500 140,713.95 0.000 0 207 END CAP (TYPE A) EA 683.6900 8,887.97 0.000 0 208 END CAP (TYPE TC) EA 569.7500 2,279.00 0.000 0 209 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,595.1400 105,279.24 0.000 0 210 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,127.2300 328,142.72 0.000 0 211 CRASH CUSHION, SAND FILLED EA 11,394.0000 22,788.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CRASH CUSHION QUADGUARD M10 (TL-3) EA 56,969.1400 398,783.98 0.000 0 213 CRASH CUSHION (SMART SC1-100GM)-(TEST EA 65,515.0000 131,030.00 0.000 0 LEVEL 3) 214 CONCRETE BARRIER (TYPE 60M) LF 147.5700 895,749.90 0.000 0 215 CONCRETE BARRIER (TYPE 60MC) LF 164.6000 1,728,300.00 0.000 0 216 CONCRETE BARRIER (TYPE 60MD) LF 368.9400 29,146.26 0.000 0 217 CONCRETE BARRIER (TYPE 60MF) LF 527.8500 675,648.00 0.000 0 218 CONCRETE BARRIER (TYPE 60MGC) LF 271.6800 13,638,336.00 0.000 0 219 CONCRETE BARRIER (TYPE 60MP) LF 778.1800 59,919.86 0.000 0 220 CONCRETE BARRIER (TYPE 60MC MOD) LF 363.2500 221,582.50 0.000 0 221 CONCRETE BARRIER (TYPE 60MGC MOD 3B) LF 776.7600 1,755,477.60 0.000 0 222 CONCRETE BARRIER (TYPE 60MGC MOD 3D) LF 923.2100 332,355.60 0.000 0 223 CONCRETE BARRIER (TYPE 60MGC MOD 3E) LF 760.0900 387,645.90 0.000 0 224 CONCRETE BARRIER (TYPE 60MGC MOD 3F) LF 772.9100 788,368.20 0.000 0 225 CONCRETE BARRIER (TYPE 60MGC MOD 3G) LF 826.9400 173,657.40 0.000 0 226 CONCRETE BARRIER (TYPE 60MGC MOD 3H) LF 868.9900 538,773.80 0.000 0 227 CONCRETE BARRIER (TYPE 60MGC MOD 3I) LF 739.3000 628,405.00 0.000 0 228 CONCRETE BARRIER (TYPE 60MGC MOD 4A) LF 726.5000 6,974,400.00 0.000 0 229 CONCRETE BARRIER (TYPE 60MGC MOD 4B) LF 726.5000 741,030.00 0.000 0 230 CONCRETE BARRIER (TYPE 60MGC MOD 4C) LF 726.5000 61,026.00 0.000 0 231 CONCRETE BARRIER (TYPE 60MGC MOD 4D) LF 726.5000 806,415.00 0.000 0 232 CONCRETE BARRIER (TYPE 60R MOD) CASE 1 LF 878.0600 149,270.20 0.000 0 233 CONCRETE BARRIER (TYPE 60R MOD) CASE 2 LF 865.2900 250,934.10 0.000 0 234 CONCRETE BARRIER (TYPE 60R MOD) CASE 3 LF 766.2300 505,711.80 0.000 0 235 CONCRETE BARRIER (TYPE 60R MOD) CASE 4 LF 766.2300 229,869.00 0.000 0 236 ROADSIDE SIGN POST FOUNDATION IN MEDIAN EA 737.8500 19,921.95 0.000 0 BARRIER TRANSITION 237 CONCRETE BARRIER (TYPE 60MGC MOD 3C) LF 754.8800 158,524.80 0.000 0 238 CONCRETE BARRIER (TYPE 60MGC MOD 4E) LF 726.5000 181,625.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 60MC MOD) LF 956.1500 162,545.50 0.000 0 (TYPE 60MC MOD)(TYPE 1-B) 240 CONCRETE BARRIER (TYPE 60M MOD)(CAMERA LF 945.6900 52,012.95 0.000 0 POLE) 241 CONCRETE BARRIER OPENING TRANSITION LF 828.6600 381,183.60 0.000 0 242 CONCRETE BARRIER (TYPE 60PR MOD 1A) LF 584.6700 7,016.04 0.000 0 243 CONCRETE BARRIER (TYPE 836SV MODIFIED) LF 441.5400 1,605,880.98 500.000 220,770.00 500.000 220,770 (F) 244 CONCRETE BARRIER TRANSITION LF 888.4800 115,502.40 0.000 0 (F) (TYPE 60M/60MC) 245 CONCRETE BARRIER TRANSITION LF 510.4400 269,001.88 0.000 0 (F) 246 CONCRETE BARRIER (ANCHOR BLOCK) LF 925.7900 17,590.01 0.000 0 247 REMOVE GUARDRAIL LF 11.3900 133,263.00 101.000 1,150.39 5,559.000 63,317 248 REMOVE SINGLE METAL BEAM BARRIER LF 17.0900 3,930.70 230.000 3,930 249 REMOVE DOUBLE METAL BEAM BARRIER LF 22.7900 68,370.00 768.000 17,502 250 REMOVE CONCRETE BARRIER LF 70.6400 5,919,632.00 1,900.000 134,216.00 5,735.000 405,120 251 REMOVE CRASH CUSHION EA 2,279.0000 6,837.00 1.000 2,279 252 REMOVE CRASH CUSHION (SAND FILLED) EA 9,115.2500 36,461.00 2.000 18,230 253 2" BLACK (CONTRAST BROKEN 18-12) LF 0.5700 8,778.00 0.000 0 PAINTED TRAFFIC STRIPE 254 2" BLACK (CONTRAST SOLID) PAINTED LF 1.1400 3,135.00 0.000 0 TRAFFIC STRIPE 255 THERMOPLASTIC PAVEMENT MARKING SQFT 9.0900 281,790.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 256 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 424,800.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 257 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 14,640.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 258 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 443,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 259 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.7000 98,090.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 260 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 48,564.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 261 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.1400 256,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 262 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 549,000.00 332,452.000 149,603 263 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.4100 37,851.00 68.000 231.88 759.000 2,588 PROGRAM CAS145 PAGE 11 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 12" RUMBLE STRIP STA 95.0300 92,179.10 0.000 0 (ASPHALT CONCRETE PAVEMENT) 265 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 97,597.0000 97,597.00 0.666 64,999 SYSTEM ELEMENTS DURING CONSTRUCTION 266 ELECTRIC SERVICE FOR IRRIGATION LS 61,161.0000 61,161.00 0.000 0 267 LIGHTING SYSTEM LS 11,503,638.6600 11,503,638.66 0.018 207,065.50 0.018 207,065 268 TOS FIBER OPTIC SYSTEM LS 3,100,433.0000 3,100,433.00 0.136 421,658.89 0.307 951,832 269 FIBER OPTIC CABLE SYSTEMS LS 11,382,701.0000 11,382,701.00 0.114 1,297,627.91 0.175 1,991,972 270 WEIGH-IN-MOTION SYSTEM LS 1,542,028.0000 1,542,028.00 0.000 0 271 TEMPORARY LIGHTING SYSTEM LS 3,107,349.0000 3,107,349.00 0.040 124,293.96 0.580 1,802,262 272 TEMPORARY RAMP METERING SYSTEM LS 3,024,326.0000 3,024,326.00 0.022 66,535.17 0.322 973,832 273 MODIFYING EXISTING ELECTRICAL SYSTEM LS 8,178,212.0000 8,178,212.00 0.054 441,623.45 0.102 834,177 PROGRAM CAS145 PAGE 12 DATE 06/18/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1J5694 TIME 06:28 PM ESTIMATE NO. 005 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/20 R.E. NAME: MCCRANK, SCOTT DATE OF THIS ESTIMATE 06/18/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 14,385,577.13 41,582,726.48 ADJUSTMENT OF COMPENSATION 0.00 63,796.63 EXTRA WORK 261,976.46 1,065,390.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 14,647,553.59 42,711,914.02 274 MOBILIZATION LS 15,429,294.0000 15,429,294.00 0.750 11,571,970 ORIGINAL CONTRACT AMOUNT 325,786,824.64 TOTAL WORK COMPLETED 14,647,553.59 54,283,884.52 MATERIALS ON HAND ON SITE 289,529.28 2,834,949.62 DEDUCTIONS -3,000.00 -3,000.00 TOTAL 14,934,082.87 57,115,834.14 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 01/09/20 583 03/04/20 03/04/20 07/18/22 65 11 0 0 16% 11% PROGRESS IS SATISFACTORY MCCRANK, SCOTT RESIDENT ENGINEER PROGRAM CAS145 DATE 06/18/20