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 12/23/20 EST. NO. 020 TIME 02:50 PM R.E. NAME: CALIXTO, MIGUEL 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 --------------------------------------------------------------------------- 002 0013 1,200.00 E.W. @ F.A.(+) 091520 N 0259.0 1,200.00 TOTAL THIS ESTIMATE 722,636.71 TOTAL PREVIOUS ESTIMATE 723,836.71 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 12/23/20 EST. NO. 020 TIME 02:50 PM R.E. NAME: CALIXTO, MIGUEL 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 -675.00 -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 0.00 -46,000.00 LIQUIDATED DAMAGES LATE OPENING -12,187.50 012 LATE HWY OPENING -407,834.96 020 -407,834.96 -420,022.46 TOTAL DEDUCTIONS -408,509.96 -466,697.46 PROGRAM CAS145 PAGE 1 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:50 PM ESTIMATE NO. 020 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 12/20/20 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 12/23/20 LOCATION RERUN 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 18.000 42,160.32 257.000 601,955 003 CONSTRUCTION AREA SIGNS LS 57,691.8400 57,691.84 0.040 2,307.67 0.750 43,268 004 TRAFFIC CONTROL SYSTEM LS 297,988.4800 297,988.48 0.040 11,919.54 0.490 146,014 005 TYPE III BARRICADE EA 92.1000 5,526.00 22.000 2,026 006 CHANNELIZER (SURFACE MOUNTED) EA 36.4400 23,686.00 54.000 1,967.76 265.000 9,656 007 RETROREFLECTIVE SHEETING (TYPE XI) FOR SQFT 5.0600 10,929.60 940.500 4,758 CONSTRUCTION AREA SIGNS 008 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 5,688.4200 5,688.42 0.500 2,844 009 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 41,578.6100 41,578.61 0.040 1,663.14 0.450 18,710 010 TEMPORARY RAILING (TYPE K) LF 12.0100 104,847.30 525.000 6,305.25 9,025.000 108,390 011 TEMPORARY CRASH CUSHION MODULE EA 167.0000 50,100.00 11.000 1,837.00 290.000 48,430 012 JOB SITE MANAGEMENT LS 137,383.0300 137,383.03 0.040 5,495.32 0.430 59,074 013 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 2.000 670.48 25.000 8,381 016 TEMPORARY FIBER ROLL LF 4.1700 45,870.00 1,700.000 7,089.00 4,523.200 18,861 017 TEMPORARY GRAVEL BAG BERM LF 16.1600 16,160.00 165.000 2,666 018 TEMPORARY CONSTRUCTION ENTRANCE EA 7,610.7000 22,832.10 2.000 15,221 019 TEMPORARY CONCRETE WASHOUT LS 28,338.9800 28,338.98 0.040 1,133.56 0.310 8,785 020 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 41.650 5,107.96 1,054.240 129,291 PROGRAM CAS145 PAGE 2 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:50 PM ESTIMATE NO. 020 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 12/20/20 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 398,185.45 202.000 35,764.10 1,499.000 265,397 (F) 025 STRUCTURE EXCAVATION (GROUND ANCHOR CY 31.1000 5,535.80 0.000 0 (F) WALL) 026 STRUCTURE BACKFILL (BRIDGE) CY 51.4800 75,933.00 255.000 13,127.40 993.000 51,119 (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 0.500 13,865 029 SOIL AMENDMENT CY 154.9200 309.84 0.000 0 030 RELOCATE BACKFLOW PREVENTER ASSEMBLY EA 3,614.7800 7,229.56 0.000 0 031 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 0.050 774.60 0.450 6,971 037 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 0.900 1,394 FACILITIES 040 OPERATE EXISTING IRRIGATION FACILITIES LS 3,614.7700 3,614.77 0.050 180.74 0.450 1,626 041 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 0.000 0 (F) LINE) 049 3" PLASTIC PIPE (CLASS 315) LF 15.4900 3,314.86 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 3 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:50 PM ESTIMATE NO. 020 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 12/20/20 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 POLYETHYLENE PIPE CONDUIT 051 CLASS 2 AGGREGATE BASE (CY) CY 183.5300 141,318.10 95.720 17,567.49 137.930 25,314 052 PRIME COAT TON 1,214.5700 3,643.71 0.470 570.85 0.970 1,178 053 HOT MIX ASPHALT (TYPE A) TON 164.5900 651,776.40 151.200 24,886.01 1,281.140 210,862 054 MINOR HOT MIX ASPHALT TON 720.1000 7,201.00 10.000 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 0.350 324.04 0.900 833 057 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 0.000 0 059 TEMPORARY PEDESTRIAN SIDEWALK LS 125,455.3500 125,455.35 0.950 119,182 060 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 110.3000 949,793.30 5,334.500 588,395 061 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,018.5800 961,539.52 624.000 635,593 062 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 286.4200 146,360.62 339.000 97,096 (F) 063 STRUCTURAL CONCRETE, BRIDGE CY 668.7300 833,237.58 696.000 465,436 (F) 064 STRUCTURAL CONCRETE, BRIDGE CY 697.4500 1,032,923.45 250.000 174,362.50 747.000 520,995 (F) (POLYMER FIBER) 065 STRUCTURAL CONCRETE, GROUND ANCHOR CY 729.7800 54,003.72 0.000 0 (F) WALL 066 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,718.2200 40,900.42 2.090 7,771 (F) 067 GROOVE TEXTURE SQFT 5.3700 11,255.52 0.000 0 (F) 068 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,754.9900 855,099.80 5.000 213,774.95 15.000 641,324 BULB-TEE GIRDER (100'-110') 069 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,754.9900 1,282,649.70 5.000 213,774.95 20.000 855,099 BULB-TEE GIRDER (110'-120') 070 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,754.9900 427,549.90 5.000 213,774 BULB-TEE GIRDER (120'-130') 071 ERECT PRECAST PRESTRESSED CONCRETE EA 6,439.0000 386,340.00 10.000 64,390.00 40.000 257,560 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 1,338,523.20 107,604.870 105,452.77 802,030.930 785,990 (F) 075 BAR REINFORCING STEEL (GROUND LB 1.1100 42,246.60 0.000 0 (F) ANCHOR WALL) 076 STRUCTURAL SHOTCRETE CY 729.9300 51,095.10 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:50 PM ESTIMATE NO. 020 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 12/20/20 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 4,073 080 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 0.500 179,654 083 BRIDGE REMOVAL, LOCATION C LS 359,308.8400 359,308.84 0.500 179,654 084 18" REINFORCED CONCRETE PIPE LF 294.2700 6,473.94 4.000 1,177 085 18" CORRUGATED STEEL PIPE (.109" THICK) LF 356.3600 4,632.68 7.000 2,494 086 GEOCOMPOSITE DRAIN SQFT 1.6400 10,904.36 469.130 769.37 4,454.830 7,305 087 4" PLASTIC PIPE DOWNDRAIN LF 11.4300 7,578.09 132.000 1,508.76 403.500 4,612 088 REMOVE PIPE (LF) LF 141.1800 988.26 4.000 564 089 ADJUST MANHOLE TO GRADE EA 2,116.9000 2,116.90 0.000 0 090 CULVERT SLURRY-CEMENT BACKFILL CY 702.9667 843.56 0.000 0 091 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 1.570 824.74 77.210 40,559 AND DRIVEWAY) 094 REMOVE CONCRETE CY 127.6500 15,318.00 4.080 520.81 39.110 4,992 (CURB, GUTTER, AND SIDEWALK) (CY) 095 MISCELLANEOUS IRON AND STEEL LB 2.8700 4,190.20 404.000 1,159 (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 2,070.000 3,042.90 4,013.000 5,899 098 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 56.000 1,084 101 REMOVE CHAIN LINK FENCE LF 24.4700 7,341.00 65.000 1,590.55 250.000 6,117 102 REMOVE PAVEMENT MARKER EA 1.0300 7,127.60 4,676.000 4,816 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.6500 7,765.50 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:50 PM ESTIMATE NO. 020 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 12/20/20 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 157,220.01 284.000 27,511.08 548.000 53,084 (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 395,095.70 528.000 127,981 (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 0.411 72,353 124 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 125 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5200 48,152.00 2,291.000 1,191.32 104,084.000 54,123 126 TEMPORARY PAVEMENT MARKER EA 4.6500 7,533.00 50.000 232.50 1,862.000 8,658 127 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 328.6200 985.86 0.000 0 128 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 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:50 PM ESTIMATE NO. 020 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 12/20/20 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (0.375" THICK) 133 16" WELDED STEEL PIPE CASING LF 275.4200 74,363.40 0.000 0 (0.375" THICK) 134 18" WELDED STEEL PIPE CASING LF 340.0700 95,219.60 0.000 0 (0.375" THICK) 135 24" WELDED STEEL PIPE CASING LF 383.0300 402,181.50 131.500 50,368.45 657.500 251,842 (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 12/23/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-0F0304 TIME 02:50 PM ESTIMATE NO. 020 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 12/20/20 R.E. NAME: CALIXTO, MIGUEL DATE OF THIS ESTIMATE 12/23/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,047,368.88 8,451,362.79 ADJUSTMENT OF COMPENSATION 0.00 318.96 EXTRA WORK 1,200.00 723,517.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,048,568.88 9,175,199.50 137 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 1,048,568.88 10,986,519.37 MATERIALS ON HAND ON SITE -478,329.43 906,838.56 DEDUCTIONS -408,509.96 -466,697.46 TOTAL 161,729.49 11,426,660.47 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 05/09/22 257 131 81 0 57% 43% PROGRESS IS SATISFACTORY CALIXTO, MIGUEL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/23/20