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 10/26/21 EST. NO. 030 TIME 02:55 PM R.E. NAME: LOPEZ, JOSEPH 08-0F0304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 023 0014 2,304.11 E.W. @ F.A.(+) 092321 N 0396.0 0015 3,457.99 092921 N 0397.0 0016 2,174.66 100121 N 0398.0 0018 1,211.89 081921 N 0389.1 0020 141.75 081621 N 0392.1 0021 1,092.60 082021 N 0390.2 10,383.00 TOTAL THIS ESTIMATE 1,008,972.23 TOTAL PREVIOUS ESTIMATE 1,019,355.23 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 10/26/21 EST. NO. 030 TIME 02:55 PM R.E. NAME: LOPEZ, JOSEPH 08-0F0304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WPCP DEFICIENCIES -58,090.00 007 WPCP DEFICIENCIES 58,090.00 011 LANDSCAPE MAINTENANC -120,273.00 013 LANDSCAPE MAINTENANC 120,273.00 014 STORMWATER DEFICIENC -130,960.25 014 STORMWATER DEFICIENC 130,960.25 015 COMPRESSIVE STRENGTH -675.00 020 0.00 -675.00 LABOR COMPLIANCE VIOLATION DELINQ CPR'S/FBS -10,000.00 002 DELINQ CPR'S/FBS -10,000.00 003 INAD CPR/FBS AUG/SEP -10,000.00 004 D/I CPR/FBSSEP/OCT19 -10,000.00 005 INAD CPR/FBS S/O/N19 -10,000.00 006 DLQ/INQCPR NOV/DEC19 -10,000.00 007 D/I CPR/FBSSEP/OCT19 10,000.00 013 DELINQ CPR'S/FBS 10,000.00 013 DELINQ CPR'S/FBS 10,000.00 013 INAD CPR/FBS S/O/N19 10,000.00 013 INAD CPR/FBS AUG/SEP 10,000.00 013 JULY 2020 -10,000.00 013 AUGUST 2020 -10,000.00 014 SEPTEMBER 2020 -10,000.00 015 OCTOBER 2020 -6,000.00 016 DECEMBER 2020 -10,000.00 020 JULY 2020 RLS 10,000.00 020 AUGUST 2020 RLS 10,000.00 021 DECEMBER 2020 RLS 10,000.00 021 DLQ/INQCPR 10,000.00 021 OCTOBER 2020 RLS 6,000.00 021 SEPTEMBER 2020 RLS 10,000.00 021 FEBRUARY 2021 -10,000.00 022 FEBRUARY 2021 RLS 10,000.00 023 0.00 0.00 LIQUIDATED DAMAGES LATE OPENING -12,187.50 012 LATE HWY OPENING -407,834.96 020 0.00 -420,022.46 TOTAL DEDUCTIONS 0.00 -420,697.46 PROGRAM CAS145 PAGE 1 DATE 10/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:55 PM ESTIMATE NO. 030 BID OPENING 02/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 10/26/21 LOCATION PROGRESS ESTIMATE 08-SBD-60-0.7/3.0 ----------------- SEMA CONSTRUCTION, INC. IN CHINO FR PIPELINE AVE OC TO 42690 RIO NEDO, SUITE G BENSON AVE OC TEMECULA CA 92590 FED. AID NO. B1NH-P060(153)E REMOVE & REPLACE OC STRUCTURES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,536.0300 2,536.03 1.000 2,536 002 TIME-RELATED OVERHEAD (WDAY) WDAY 2,342.2400 1,217,964.80 22.000 51,529.28 443.000 1,037,612 003 CONSTRUCTION AREA SIGNS LS 57,691.8400 57,691.84 0.010 576.92 0.850 49,038 004 TRAFFIC CONTROL SYSTEM LS 297,988.4800 297,988.48 0.042 12,515.52 0.857 255,376 005 TYPE III BARRICADE EA 92.1000 5,526.00 60.000 5,526 006 CHANNELIZER (SURFACE MOUNTED) EA 36.4400 23,686.00 408.000 14,867 007 RETROREFLECTIVE SHEETING (TYPE XI) FOR SQFT 5.0600 10,929.60 2,160.000 10,929 CONSTRUCTION AREA SIGNS 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,688.4200 5,688.42 1.000 5,688 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 41,578.6100 41,578.61 0.042 1,746.30 0.817 33,969 010 TEMPORARY RAILING (TYPE K) LF 12.0100 104,847.30 9,665.000 116,076 011 TEMPORARY CRASH CUSHION MODULE EA 167.0000 50,100.00 301.000 50,267 012 JOB SITE MANAGEMENT LS 137,383.0300 137,383.03 0.042 5,770.09 0.787 108,120 013 PREPARE WATER POLLUTION CONTROL PROGRAM LS 501.0100 501.01 1.000 501 014 TEMPORARY SOIL BINDER SQYD 1.0100 17,675.00 0.000 0 015 TEMPORARY DRAINAGE INLET PROTECTION EA 335.2400 5,028.60 26.000 8,716 016 TEMPORARY FIBER ROLL LF 4.1700 45,870.00 5,323.200 22,197 017 TEMPORARY GRAVEL BAG BERM LF 16.1600 16,160.00 465.000 7,514 018 TEMPORARY CONSTRUCTION ENTRANCE EA 7,610.7000 22,832.10 3.000 22,832 019 TEMPORARY CONCRETE WASHOUT LS 28,338.9800 28,338.98 0.042 1,190.24 0.767 21,736 020 ASBESTOS COMPLIANCE PLAN LS 1,214.5700 1,214.57 1.000 1,214 021 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.4300 4,558.00 12,355.400 5,312 STRIPE (HAZARDOUS WASTE) 022 ROADWAY EXCAVATION CY 122.6400 273,487.20 1,711.490 209,897 PROGRAM CAS145 PAGE 2 DATE 10/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:55 PM ESTIMATE NO. 030 BID OPENING 02/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 10/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ROADWAY EXCAVATION (TYPE Z-2) CY 234.7200 9,858.24 41.680 9,783 (AERIALLY DEPOSITED LEAD) 024 STRUCTURE EXCAVATION (BRIDGE) CY 177.0500 398,185.45 2,249.000 398,185 (F) 025 STRUCTURE EXCAVATION (GROUND ANCHOR CY 31.1000 5,535.80 178.000 5,535 (F) WALL) 026 STRUCTURE BACKFILL (BRIDGE) CY 51.4800 75,933.00 1,475.000 75,933 (F) 027 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 116.5200 1,631.28 0.000 0 (F) 028 ROADSIDE CLEARING LS 27,730.5100 27,730.51 0.050 1,386.53 0.850 23,570 029 SOIL AMENDMENT CY 154.9200 309.84 0.000 0 030 RELOCATE BACKFLOW PREVENTER ASSEMBLY EA 3,614.7800 7,229.56 0.500 1,807 031 RELOCATE WATER METER EA 9,191.8600 18,383.72 0.000 0 032 RELOCATE IRRIGATION CONTROLLER EA 4,131.1800 16,524.72 1.330 5,494 033 ORGANIC FERTILIZER LB 2.0700 1,718.10 0.000 0 034 PLANT (GROUP H) EA 0.6700 16,415.00 0.000 0 035 PLANT (GROUP U) EA 154.9200 5,112.36 0.000 0 036 MAINTAIN EXISTING PLANTED AREAS LS 15,491.9000 15,491.90 0.030 464.76 0.910 14,097 037 PLANT ESTABLISHMENT WORK LS 6,196.7600 6,196.76 0.000 0 038 WOOD MULCH CY 154.9200 464.76 0.000 0 039 CHECK AND TEST EXISTING IRRIGATION LS 1,549.1900 1,549.19 1.000 1,549 FACILITIES 040 OPERATE EXISTING IRRIGATION FACILITIES LS 3,614.7700 3,614.77 0.030 108.44 0.910 3,289 041 REMOVE IRRIGATION FACILITY LS 1,962.3100 1,962.31 0.500 981 042 CONTROL AND NEUTRAL CONDUCTORS LS 9,191.8600 9,191.86 0.000 0 (ARMOR-CLAD) 043 3" REMOTE CONTROL VALVE EA 1,549.1900 3,098.38 0.000 0 044 BACKFLOW PREVENTER ENCLOSURE EA 3,614.7800 7,229.56 0.000 0 045 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 56.8000 2,783.20 0.000 0 046 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 67.1300 2,416.68 0.000 0 047 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.3400 6,839.84 0.000 0 (F) LINE) 048 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 4.6500 7,207.50 240.000 1,116 (F) LINE) 049 3" PLASTIC PIPE (CLASS 315) LF 15.4900 3,314.86 214.000 3,314 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 10/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:55 PM ESTIMATE NO. 030 BID OPENING 02/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 10/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 8" CORRUGATED HIGH DENSITY LF 98.1200 6,377.80 65.000 6,377 POLYETHYLENE PIPE CONDUIT 051 CLASS 2 AGGREGATE BASE (CY) CY 183.5300 141,318.10 92.350 16,949.00 404.300 74,201 052 PRIME COAT TON 1,214.5700 3,643.71 1.360 1,651 053 HOT MIX ASPHALT (TYPE A) TON 164.5900 651,776.40 1,422.950 234,203 054 MINOR HOT MIX ASPHALT TON 720.1000 7,201.00 10.000 7,201 055 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 82.3000 5,925.60 0.000 0 056 TACK COAT TON 925.8400 6,480.88 1.300 1,203 057 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 18.5200 34,076.80 0.000 0 058 GROUND ANCHOR (SUBHORIZONTAL) EA 2,974.9700 166,598.32 56.000 166,598 059 TEMPORARY PEDESTRIAN SIDEWALK LS 125,455.3500 125,455.35 1.000 125,455 060 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 110.3000 949,793.30 8,611.000 949,793 061 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,018.5800 961,539.52 944.000 961,539 062 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 286.4200 146,360.62 511.000 146,360 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 668.7300 833,237.58 1,246.000 833,237 (F) 064 STRUCTURAL CONCRETE, BRIDGE CY 697.4500 1,032,923.45 20.000 13,949.00 1,481.000 1,032,923 (F) (POLYMER FIBER) 065 STRUCTURAL CONCRETE, GROUND ANCHOR CY 729.7800 54,003.72 9.250 6,750 (F) WALL 066 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,718.2200 40,900.42 1.920 7,138.98 6.470 24,056 (F) 067 GROOVE TEXTURE SQFT 5.3700 11,255.52 1,134.000 6,089 (F) 068 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,754.9900 855,099.80 20.000 855,099 BULB-TEE GIRDER (100'-110') 069 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,754.9900 1,282,649.70 30.000 1,282,649 BULB-TEE GIRDER (110'-120') 070 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,754.9900 427,549.90 10.000 427,549 BULB-TEE GIRDER (120'-130') 071 ERECT PRECAST PRESTRESSED CONCRETE EA 6,439.0000 386,340.00 60.000 386,340 GIRDER 072 JOINT SEAL (MR 1") LF 113.3600 36,388.56 0.000 0 073 JOINT SEAL (MR 1 1/2") LF 199.3900 34,295.08 0.000 0 074 BAR REINFORCING STEEL (BRIDGE) LB 0.9800 1,338,523.20 1,367,721.800 1,340,367 (F) 075 BAR REINFORCING STEEL (GROUND LB 1.1100 42,246.60 38,060.000 42,246 (F) ANCHOR WALL) 076 STRUCTURAL SHOTCRETE CY 729.9300 51,095.10 70.000 51,095 (F) PROGRAM CAS145 PAGE 4 DATE 10/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:55 PM ESTIMATE NO. 030 BID OPENING 02/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 10/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 12.2200 71,975.80 0.000 0 (F) WITHOUT WALKWAY) 078 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 6.1100 35,987.90 0.000 0 (F) WITHOUT WALKWAY) 079 REMOVE BRIDGE MOUNTED SIGN EA 1,018.2500 6,109.50 6.000 6,109 080 REFINISH BRIDGE DECK SQFT 12.1500 17,933.40 1,476.000 17,933 081 BRIDGE REMOVAL, LOCATION A LS 359,308.8400 359,308.84 1.000 359,308 082 BRIDGE REMOVAL, LOCATION B LS 359,308.8400 359,308.84 1.000 359,308 083 BRIDGE REMOVAL, LOCATION C LS 359,308.8400 359,308.84 1.000 359,308 084 18" REINFORCED CONCRETE PIPE LF 294.2700 6,473.94 12.000 3,531.24 20.000 5,885 085 18" CORRUGATED STEEL PIPE (.109" THICK) LF 356.3600 4,632.68 13.000 4,632 086 GEOCOMPOSITE DRAIN SQFT 1.6400 10,904.36 6,649.000 10,904 087 4" PLASTIC PIPE DOWNDRAIN LF 11.4300 7,578.09 663.000 7,578 088 REMOVE PIPE (LF) LF 141.1800 988.26 7.000 988 089 ADJUST MANHOLE TO GRADE EA 2,116.9000 2,116.90 0.000 0 090 CULVERT SLURRY-CEMENT BACKFILL CY 702.9667 843.56 1.150 808 091 SLOPE PAVING (ROCK COBBLE) SQFT 10.0200 168,436.20 0.000 0 092 MINOR CONCRETE (GUTTER) (CY) CY 1,553.0200 12,424.16 0.000 0 093 MINOR CONCRETE (CURB, GUTTER, SIDEWALK CY 525.3100 89,302.70 30.440 15,990.44 156.310 82,111 AND DRIVEWAY) 094 REMOVE CONCRETE CY 127.6500 15,318.00 120.000 15,318 (CURB, GUTTER, AND SIDEWALK) (CY) 095 MISCELLANEOUS IRON AND STEEL LB 2.8700 4,190.20 326.000 935.62 1,134.000 3,254 (F) 096 MISCELLANEOUS METAL (BRIDGE) LB 9.4100 20,993.71 753.000 7,085 (F) 097 PREPARE AND STAIN CONCRETE SQFT 1.4700 101,312.40 4,285.000 6,298.95 8,298.000 12,198 098 CHAIN LINK FENCE (TYPE CL-5) LF 101.9700 22,433.40 0.000 0 099 14' CHAIN LINK GATE (TYPE CL-5) EA 1,789.5400 19,684.94 0.000 0 100 REMOVE RAIL VINYL FENCE LF 19.3700 1,859.52 96.000 1,859 101 REMOVE CHAIN LINK FENCE LF 24.4700 7,341.00 300.000 7,341 102 REMOVE PAVEMENT MARKER EA 1.0300 7,127.60 4,706.000 4,847 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6500 7,765.50 0.000 0 PROGRAM CAS145 PAGE 5 DATE 10/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:55 PM ESTIMATE NO. 030 BID OPENING 02/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 10/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ROADSIDE SIGN EA 66.7900 400.74 0.000 0 105 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 30.5500 21,385.00 0.000 0 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 7.4500 201.15 0.000 0 (0.063"-UNFRAMED) 107 RETROREFLECTIVE SHEETING (TYPE XI) FOR SQFT 4.0700 2,971.10 0.000 0 OVERHEAD AND BRIDGE NAME SIGNS 108 ROADSIDE SIGN - ONE POST EA 308.2700 1,849.62 0.000 0 109 CHAIN LINK RAILING (TYPE 7 VINYL COATED LF 96.8700 157,220.01 283.000 27,414.21 1,095.000 106,072 (F) MODIFIED) 110 CABLE RAILING LF 49.9600 9,092.72 0.000 0 (F) 111 CONCRETE BARRIER (TYPE 60M) LF 126.5200 37,956.00 0.000 0 112 CONCRETE BARRIER (TYPE 60MD) LF 154.8600 28,494.24 0.000 0 113 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 242.3900 395,095.70 603.590 146,304.18 1,630.000 395,095 (F) 114 REMOVE CONCRETE BARRIER LF 22.7300 6,819.00 480.000 10,910 115 THERMOPLASTIC PAVEMENT MARKING SQFT 10.3300 3,615.50 45.000 464 (ENHANCED WET NIGHT VISIBILITY) 116 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2600 7,410.00 0.000 0 117 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 118 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0300 67,774.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 119 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 120 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4300 15,394.00 26,037.260 11,196 121 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.1000 1,085.00 347.000 1,075 122 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 313.0600 313.06 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 123 MODIFYING EXISTING ELECTRICAL SYSTEM LS 176,043.2200 176,043.22 0.084 14,787.63 0.950 167,241 124 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 125 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5200 48,152.00 106,266.000 55,258 126 TEMPORARY PAVEMENT MARKER EA 4.6500 7,533.00 1,936.000 9,002 127 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 328.6200 985.86 3.000 985 128 LEAN CONCRETE BASE CY 187.9000 46,975.00 0.000 0 129 JOINTED PLAIN CONCRETE PAVEMENT CY 433.6900 52,042.80 0.000 0 130 REMOVE SOUND WALL (LF) LF 112.3100 3,032.37 27.000 3,032 PROGRAM CAS145 PAGE 6 DATE 10/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:55 PM ESTIMATE NO. 030 BID OPENING 02/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 10/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 5" STEEL PIPE CASING LF 74.2900 168,638.30 0.000 0 132 12" WELDED STEEL PIPE CASING LF 244.3300 73,299.00 300.000 73,299 (0.375" THICK) 133 16" WELDED STEEL PIPE CASING LF 275.4200 74,363.40 270.000 74,363 (0.375" THICK) 134 18" WELDED STEEL PIPE CASING LF 340.0700 95,219.60 280.000 95,219 (0.375" THICK) 135 24" WELDED STEEL PIPE CASING LF 383.0300 402,181.50 1,050.000 402,181 (0.375" THICK) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5500 14,105.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 7 DATE 10/26/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:55 PM ESTIMATE NO. 030 BID OPENING 02/14/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/21 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 10/26/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 328,587.33 14,169,761.34 ADJUSTMENT OF COMPENSATION 0.00 108,973.19 EXTRA WORK 10,383.00 910,382.04 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 338,970.33 15,189,116.57 137 MOBILIZATION LS 1,811,319.8700 1,811,319.87 1.000 1,811,319 ORIGINAL CONTRACT AMOUNT 18,113,198.75 TOTAL WORK COMPLETED 338,970.33 17,000,436.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -420,697.46 TOTAL 338,970.33 16,579,738.98 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 04/09/19 520 06/19/19 06/03/19 05/24/22 442 155 68 0 86% 75% PROGRESS IS SATISFACTORY LOPEZ, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 10/26/21