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 04/21/22 EST. NO. 017 TIME 04:27 PM R.E. NAME: COVARRUBIAS, CARLOS 11-288834 --------------------------------------------------------------------------- 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 0022 2,518.49 E.W. @ F.A.(+) 120221 N 0084.0 2,518.49 TOTAL THIS ESTIMATE 339,673.54 TOTAL PREVIOUS ESTIMATE 342,192.03 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/21/22 EST. NO. 017 TIME 04:27 PM R.E. NAME: COVARRUBIAS, CARLOS 11-288834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKING SR10,11&13 -3,749.50 003 RESTAKING RS 25&26 -2,478.00 010 RESTAKING RS #32 -1,239.88 011 0.00 -7,467.38 OVERBID ITEMS OVERBID ITEM NO. 157 -38,620.25 002 OVERBID ITEM NO. 157 -19,310.12 003 OVERBID ITEM NO. 157 -15,448.10 005 OVERBID ITEM NO. 157 -3,862.03 011 0.00 -77,240.50 TOTAL DEDUCTIONS 0.00 -84,707.88 PROGRAM CAS145 PAGE 1 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 LOCATION PROGRESS ESTIMATE 11-SD-125-0.0/1.1 ----------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN AND NEAR SAN 12121 SCRIPPS SUMMIT DR.#400 DIEGO AT ROUTE 11/125/905 SAN DIEGO CA 92131 SEPARATION FED. AID NO. N O N E CONSTRUCT ROUTE 125/905 SOUTHBOUND ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,500.0000 1,822,500.00 22.000 99,000.00 321.000 1,444,500 004 DEVELOP WATER SUPPLY LS 40,000.0000 40,000.00 0.052 2,080.00 0.761 30,440 005 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.021 735.00 0.704 24,640 006 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.052 6,760.00 0.761 98,930 007 TYPE III BARRICADE EA 175.0000 525.00 0.000 0 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.2500 189.00 84.000 189 009 PLASTIC TRAFFIC DRUMS EA 60.0000 4,620.00 57.000 3,420 010 PORTABLE RADAR SPEED FEEDBACK SIGN LS 10,000.0000 10,000.00 0.052 520.00 0.761 7,610 SYSTEMS 011 TEMPORARY PAVEMENT MARKER EA 3.0000 990.00 244.000 732 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,500.0000 21,000.00 1.418 14,889 013 TEMPORARY RAILING (TYPE K) LF 17.0000 141,100.00 240.000 4,080.00 8,240.000 140,080 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,500.0000 10,500.00 8.000 12,000 SYSTEM 015 TEMPORARY TRAFFIC SCREEN LF 23.0000 8,280.00 150.000 3,450 016 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.052 2,600.00 0.761 38,050 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.021 52.50 0.804 2,010 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 3,000.00 0.000 0 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 325.0000 1,625.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 730.0000 1,460.00 0.000 0 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 11,625.00 0.000 0 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 715.0000 2,860.00 1.000 715 024 TEMPORARY FIBER ROLL LF 5.0000 20,400.00 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 8,000.0000 16,000.00 2.000 16,000 026 STREET SWEEPING LS 50,000.0000 50,000.00 0.052 2,600.00 0.761 38,050 027 TEMPORARY CONCRETE WASHOUT LS 26,000.0000 26,000.00 0.052 1,352.00 0.761 19,786 028 TREATED WOOD WASTE LB 0.4000 2,068.00 2,640.000 1,056 029 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 030 DUST PALLIATIVE LS 1,500.0000 1,500.00 0.000 0 031 ROADWAY EXCAVATION CY 22.5000 391,500.00 100.000 2,250.00 17,400.000 391,500 032 STRUCTURE EXCAVATION (BRIDGE) CY 71.0000 179,914.00 2,534.000 179,914 (F) 033 STRUCTURE EXCAVATION (RETAINING WALL) CY 15.0000 25,890.00 1,726.000 25,890 (F) 034 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 126,375.00 190.300 14,272.50 1,575.000 118,125 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) CY 15.0000 61,560.00 4,104.000 61,560 (F) 036 DITCH EXCAVATION CY 38.0000 8,740.00 230.000 8,740.00 230.000 8,740 037 IMPORTED BORROW (CY) CY 0.0100 163.00 0.000 0 038 2" ELECTRICAL CONDUIT FOR CONTROL AND LF 11.0000 660.00 60.000 660 NEUTRAL CONDUCTORS 039 4" SUPPLY LINE (BRIDGE) LF 160.0000 42,720.00 267.000 42,720 (F) 040 3" PLASTIC PIPE (CLASS 315) LF 17.0000 1,020.00 60.000 1,020 (F) (SUPPLY LINE) 041 12" CORRUGATED HIGH DENSITY LF 165.0000 8,250.00 50.000 8,250 POLYETHYLENE PIPE CONDUIT 042 BONDED FIBER MATRIX (SQFT) SQFT 0.1500 10,035.00 0.000 0 043 COMPOST SOCK LF 5.0000 19,550.00 0.000 0 044 COMPOST (CY) CY 51.0000 10,710.00 0.000 0 045 INCORPORATE MATERIALS SQFT 0.0300 2,007.00 0.000 0 046 CLASS 5 AGGREGATE SUBBASE CY 10.0000 137,000.00 58.000 580.00 13,700.000 137,000 047 CLASS 2 AGGREGATE BASE (CY) CY 38.0000 215,840.00 200.000 7,600.00 5,658.000 215,004 048 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,780.0000 3,560.00 0.000 0 049 HOT MIX ASPHALT (TYPE A) TON 105.0000 271,950.00 1,252.150 131,475.75 2,300.000 241,500 PROGRAM CAS145 PAGE 3 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 126.0000 94,500.00 919.190 115,817.94 919.190 115,817 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 4.0000 1,120.00 0.000 0 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 7.0000 5,250.00 0.000 0 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 4.0000 1,920.00 0.000 0 054 PLACE HOT MIX ASPHALT DIKE (TYPE E MOD) LF 4.0000 920.00 0.000 0 055 PLACE HOT MIX ASPHALT SQYD 80.0000 15,200.00 0.000 0 (MISCELLANEOUS AREA) 056 TACK COAT TON 900.0000 3,600.00 4.900 4,410.00 4.900 4,410 057 REMOVE ASPHALT CONCRETE DIKE LF 2.5000 2,375.00 574.000 1,435.00 574.000 1,435 058 JOINTED PLAIN CONCRETE PAVEMENT CY 289.0000 514,420.00 269.800 77,972.20 1,940.000 560,660 059 JOINT SEAL (SILICONE) LF 5.0000 30,200.00 0.000 0 060 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,850.0000 373,700.00 202.200 374,070 061 FURNISH PILING (CLASS 200) LF 112.0000 148,512.00 1,330.960 149,067 (ALTERNATIVE W) (MODIFIED) 062 DRIVE PILE (CLASS 200) EA 2,522.0000 151,320.00 60.000 151,320 (ALTERNATIVE W) (MODIFIED) 063 60" CAST-IN-DRILLED-HOLE CONCRETE LF 940.0000 31,020.00 0.000 0 (F) PILE (SIGN FOUNDATION) 064 PRESTRESSING CAST-IN-PLACE CONCRETE LS 264,100.0000 264,100.00 1.000 264,100 065 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 400.0000 149,200.00 373.000 149,200 (F) 066 STRUCTURAL CONCRETE, BRIDGE CY 1,048.0000 2,704,888.00 2,501.200 2,621,257 (F) 067 STRUCTURAL CONCRETE, BRIDGE CY 765.0000 672,435.00 791.000 605,115 (F) (POLYMER FIBER) 068 STRUCTURAL CONCRETE, RETAINING WALL CY 395.0000 614,225.00 1,444.350 570,518 (F) 069 STRUCTURAL CONCRETE, APPROACH CY 900.0000 169,200.00 188.000 169,200 (F) SLAB (TYPE N, POLYMER FIBER) 070 STRUCTURAL CONCRETE, HEADWALL CY 800.0000 22,400.00 1.600 1,280.00 27.400 21,920 (F) 071 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,000.0000 180,000.00 5.460 10,920.00 71.260 142,520 (F) 072 STRUCTURAL CONCRETE, JUNCTION CY 2,450.0000 85,750.00 35.100 85,995 STRUCTURE 073 MINOR CONCRETE (MINOR STRUCTURE) CY 1,200.0000 3,600.00 0.000 0 (F) 074 FRACTURED RIB TEXTURE SQFT 8.0000 105,560.00 13,195.000 105,560 (F) 075 PTFE SPHERICAL BEARING EA 10,000.0000 80,000.00 8.000 80,000 076 JOINT SEAL (MR 1 1/2") LF 100.0000 7,300.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL ASSEMBLY (MR 5") LF 1,325.0000 91,425.00 0.000 0 078 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 898,025.40 997,806.000 898,025 (F) 079 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 221,516.00 221,516.000 221,516 (F) 080 HEADED BAR REINFORCEMENT EA 155.0000 17,360.00 112.000 17,360 (F) 081 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 082 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 083 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.6000 56,695.00 0.000 0 (F) 084 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.6000 7,395.00 0.000 0 (F) 085 18" ALTERNATIVE PIPE CULVERT LF 60.0000 127,800.00 1,749.600 104,976 086 24" REINFORCED CONCRETE PIPE LF 120.0000 116,400.00 975.400 117,048 087 30" REINFORCED CONCRETE PIPE LF 133.0000 10,640.00 81.500 10,839 088 36" REINFORCED CONCRETE PIPE LF 211.0000 13,715.00 64.700 13,651 089 42" REINFORCED CONCRETE PIPE LF 202.0000 155,540.00 768.500 155,237 090 18" POLYMERIC SHEET COATED LF 120.0000 25,200.00 207.700 24,924 CORRUGATED STEEL PIPE DOWNDRAIN (0.109" THICK) 091 ALTERNATIVE FLARED END SECTION EA 680.0000 680.00 1.000 680 092 36" REINFORCED CONCRETE PIPE RISER LF 506.0000 8,602.00 17.000 8,602 093 INLET DEPRESSION EA 22.0000 88.00 4.000 88.00 4.000 88 094 REMOVE CULVERT (LF) LF 22.0000 22,880.00 1,037.900 22,833 095 REMOVE INLET EA 1,120.0000 8,960.00 8.000 8,960 096 REMOVE HEADWALL EA 1,145.0000 1,145.00 1.000 1,145 097 REMOVE DRAINAGE JUNCTION STRUCTURE EA 1,100.0000 1,100.00 1.000 1,100 098 CONCRETE (DITCH LINING) CY 500.0000 90,000.00 0.000 0 099 CONCRETE (CONCRETE APRON) CY 260.0000 858.00 0.000 0 100 SLOPE PAVING (ROCK COBBLE) SQFT 29.0000 324,800.00 1,393.000 40,397.00 1,393.000 40,397 101 ROCK SLOPE PROTECTION CY 114.0000 2,508.00 22.000 2,508 (300 LB, CLASS IV, METHOD B) (CY) 102 ROCK SLOPE PROTECTION CY 256.0000 1,024.00 3.000 768 (20 LB, CLASS I, METHOD B) (CY) PROGRAM CAS145 PAGE 5 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 17.0000 680.00 35.000 595 104 MINOR CONCRETE (TEXTURED PAVING) CY 420.0000 29,400.00 0.000 0 105 MISCELLANEOUS IRON AND STEEL LB 2.0000 25,030.00 10,308.100 20,616 (F) 106 ISOLATION CASING LB 4.0000 47,200.00 11,800.000 47,200 (F) 107 2" WATER SERVICE EA 20,150.0000 40,300.00 0.000 0 108 TEMPORARY FENCE (TYPE CL-6) LF 21.0000 3,570.00 0.000 0 109 DELINEATOR (CLASS 1) EA 40.0000 240.00 0.000 0 110 GUARD RAILING DELINEATOR EA 56.0000 112.00 0.000 0 111 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 2,070.00 0.000 0 112 REMOVE ROADSIDE SIGN EA 137.0000 1,370.00 0.000 0 113 REMOVE ROADSIDE SIGN EA 137.0000 411.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 114 RELOCATE ROADSIDE SIGN EA 2,420.0000 2,420.00 0.000 0 115 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.0000 12,760.00 0.000 0 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.5000 1,875.00 0.000 0 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,440.00 0.000 0 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 1,200.00 0.000 0 (0.063"-FRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,400.00 0.000 0 (0.080"-FRAMED) 120 ROADSIDE SIGN - ONE POST EA 455.0000 5,915.00 0.000 0 121 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 380.0000 2,280.00 0.000 0 METHOD) 122 SIGN POST SUPPORT SYSTEM EA 4,750.0000 9,500.00 0.000 0 123 INSTALL SIGN (MAST ARM MOUNTED) EA 1,215.0000 3,645.00 0.000 0 124 INSTALL SIGN PANEL ON EXISTING SQFT 13.0000 2,730.00 0.000 0 STRUCTURE 125 INSTALL ROADSIDE SIGN PANEL ON EA 400.0000 3,600.00 0.000 0 EXISTING POST 126 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 32.0000 13,760.00 0.000 0 127 CABLE RAILING LF 162.0000 2,754.00 0.000 0 (F) 128 TRANSITION RAILING (TYPE WB-31) EA 4,335.0000 8,670.00 0.000 0 129 CRASH CUSHION (SMART CUSHION EA 41,000.0000 41,000.00 0.000 0 SCI 100GM) PROGRAM CAS145 PAGE 6 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 END ANCHOR ASSEMBLY (TYPE SFT) EA 927.0000 1,854.00 0.000 0 131 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 15,600.00 0.000 0 132 CONCRETE BARRIER (TYPE 60M) LF 78.0000 270,660.00 195.000 15,210.00 195.000 15,210 133 CONCRETE BARRIER (TYPE 842) LF 98.0000 167,286.00 851.000 83,398.00 1,518.000 148,764 (F) 134 CONCRETE BARRIER (TYPE 842A) LF 140.0000 120,400.00 700.000 98,000.00 700.000 98,000 (F) 135 REMOVE GUARDRAIL LF 19.0000 6,270.00 154.000 2,926 136 RECONSTRUCT GUARDRAIL LF 101.0000 1,313.00 0.000 0 137 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 3,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 138 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 124.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 139 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 4,520.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 140 PAINT TRAFFIC STRIPE (1-COAT) LF 0.4000 6,160.00 14,665.000 5,866 141 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4000 564.00 5,816.000 2,326 142 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6600 8,052.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 143 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 4,650.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 144 REMOVE PAINTED TRAFFIC STRIPE LF 0.2000 282.00 0.000 0 145 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2000 2,956.00 10,688.250 2,137 146 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 620.00 252.000 504 147 12" RUMBLE STRIP STA 75.0000 450.00 0.000 0 (ASPHALT CONCRETE PAVEMENT) 148 CONTRAST STRIPE PAINT (1-COAT) LF 0.1000 2,600.00 0.000 0 149 SUBSURFACE LOCATOR LS 5,100.0000 5,100.00 0.500 2,550 150 LIGHTING SYSTEM LS 361,300.0000 361,300.00 0.147 53,111.10 0.620 224,006 151 FIBER OPTIC CABLE SYSTEMS LS 51,600.0000 51,600.00 0.957 49,381 152 MODIFYING TRAFFIC MONITORING STATIONS LS 26,800.0000 26,800.00 0.544 14,579 153 WATER METER CHARGES LS 194,000.0000 194,000.00 0.000 0 154 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 155 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 11.5000 8,050.00 0.000 0 (F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 7 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 11.5000 8,050.00 0.000 0 (F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 8 DATE 04/21/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-288834 TIME 04:27 PM ESTIMATE NO. 017 BID OPENING 07/09/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/22 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 04/21/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 786,736.99 11,841,417.36 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 2,518.49 342,192.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 789,255.48 12,183,609.39 157 MOBILIZATION LS 1,660,000.6000 1,660,000.60 1.000 1,660,000 ORIGINAL CONTRACT AMOUNT 15,827,601.00 TOTAL WORK COMPLETED 789,255.48 13,843,609.99 MATERIALS ON HAND ON SITE 61,734.00 215,380.00 DEDUCTIONS 0.00 -84,707.88 TOTAL 850,989.48 13,974,282.11 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 157 MOBILIZATION 1,582,760.10 1,660,000.60 77,240.50 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 08/27/20 405 11/30/20 11/30/20 09/15/23 321 26 17 0 79% 76% PROGRESS IS SATISFACTORY COVARRUBIAS, CARLOS RESIDENT ENGINEER