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 02/19/21 EST. NO. 019 TIME 04:34 PM R.E. NAME: COVARRUBIAS, CARLOS 11-2888U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0009 100.00 E.W. @ F.A.(+) 072820 N 0300.0 0010 200.00 102720 N 0308.0 0011 200.00 102720 N 0309.0 0012 300.00 102720 N 0342.0 004 0014 300.00 E.W. @ F.A.(+) 070120 N 0221.0 0016 3,050.00 090420 N 0253.0 0019 300.00 103120 N 0302.0 005 0033 328.22 E.W. @ F.A.(+) 110220 N 0301.0 0034 859.96 102320 N 0306.0 0035 1,572.77 102620 N 0307.0 007 0035 403.77 E.W. @ F.A.(+) 110220 N 0298.0 0036 518.77 091420 N 0256.1 0037 469.37 102620 N 0296.0 0039 302.14 021420 N 0320.0 0040 569.58 021920 N 0321.0 0041 996.78 022020 N 0322.0 0055 419.01 113020 N 0350.0 0057 253.59 120720 N 0353.0 010 0020 5,500.00 E.W. @ F.A.(+) 091620 N 0292.0 021 0040 5,472.17 E.W. @ F.A.(+) 100520 N 0343.0 0041 5,444.84 100620 N 0344.0 0043 3,807.14 100820 N 0346.0 0045 5,353.14 093020 N 0348.0 0046 825.86 112020 N 0349.0 0047 405.07 120120 N 0351.0 0048 26,090.71 092220 N 0314.0 0049 5,492.80 092320 N 0315.0 0051 5,161.92 092520 N 0317.0 0052 5,162.18 092820 N 0318.0 038 0003 21,314.88 A.C. @ L.S.(+) 021621 N 0003 0 052 0002 1,711.03 E.W. @ F.A.(+) 110320 N 0297.0 0003 862.74 101420 N 0287.0 103,748.44 TOTAL THIS ESTIMATE 1,004,208.72 TOTAL PREVIOUS ESTIMATE 1,107,957.16 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 02/19/21 EST. NO. 019 TIME 04:34 PM R.E. NAME: COVARRUBIAS, CARLOS 11-2888U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE K-RAIL DEDUCTION -10,520.00 003 BENT 2 CIDH -4,000.00 005 CEM2406-NOV-DEC -3,000.00 005 RESTAKING FEES -710.00 005 CEM 2406-NOV-DEC 3,000.00 006 RESTAKING #27 TO #36 -7,277.50 007 RESTAKING #44,51,52 -1,952.50 009 RESTAKING #58 -710.00 010 RESTAKING#63,69&72 -5,111.50 011 RESTAKING SR #110 -2,730.00 016 0.00 -33,011.50 LABOR COMPLIANCE VIOLATION DEL SEPT 19 CPR -10,000.00 003 DEL NOV 19 CPR -5,000.00 005 INQ NOV 19 CPR -5,000.00 005 RECD NOV 19 DEL 5,000.00 006 RECD NOV19 INQ 5,000.00 009 RECD SEP 19 DEL 10,000.00 010 0.00 0.00 TOTAL DEDUCTIONS 0.00 -33,011.50 PROGRAM CAS145 PAGE 1 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 LOCATION PROGRESS ESTIMATE 11-SD-905-9.6/11.4 ----------------- SKANSKA USA CIVIL WEST IN SAN DIEGO COUNTY AT VARIOUS CALIFORNIA DISTRICT INC. LOCATIONS. CONSTRUCT SB FREEWAY TO 1995 AGUA MANSA ROAD FREEWAY CONNECTORS FROM SB RTE 125 RIVERSIDE CA 92509 TO EB RTE 905 AND EB RTE 11 AND CONSTRUCT RTE 11 4-LANE FREEWAY. FED. AID NO. GCBI-000C(469)N CONSTRUCT SOUTHBOUND FREEWAY TO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 200,000.0000 200,000.00 0.750 150,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 11,000.0000 6,325,000.00 18.000 198,000.00 360.000 3,960,000 004 DEVELOP WATER SUPPLY LS 700,000.0000 700,000.00 0.029 20,300.00 0.676 473,200 005 CONSTRUCTION AREA SIGNS LS 75,000.0000 75,000.00 0.006 450.00 0.825 61,875 006 TRAFFIC CONTROL SYSTEM LS 650,000.0000 650,000.00 0.031 20,150.00 0.626 406,900 007 FLASHING ARROW SIGN EA 5,500.0000 5,500.00 0.000 0 008 TYPE III BARRICADE EA 235.0000 5,170.00 5.000 1,175 009 BARRICADE (LEFT IN PLACE) EA 140.0000 1,540.00 0.000 0 010 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 3,040.00 0.000 0 (LEFT IN PLACE) 011 PLASTIC TRAFFIC DRUMS EA 35.0000 5,950.00 116.000 4,060 012 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 14,000.0000 84,000.00 0.188 2,632.00 3.757 52,598 013 TEMPORARY RAILING (TYPE K) LF 20.0000 550,000.00 20,890.000 417,800 014 TEMPORARY CRASH CUSHION MODULE EA 235.0000 8,225.00 21.000 4,935 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 6,000.0000 126,000.00 15.000 90,000 SYSTEM 016 JOB SITE MANAGEMENT LS 250,000.0000 250,000.00 0.031 7,750.00 0.626 156,500 017 PREPARE STORM WATER POLLUTION PREVENTION LS 2,550.0000 2,550.00 0.012 30.60 0.750 1,912 PLAN 018 RAIN EVENT ACTION PLAN EA 500.0000 27,000.00 1.000 500.00 12.000 6,000 019 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 21,000.00 1.000 300.00 6.000 1,800 020 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 021 MOVE-IN/MOVE-OUT EA 360.0000 720.00 1.000 360 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.6000 421,800.00 133,168.000 79,900 (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CHECK DAM LF 7.3500 17,713.50 2,782.000 20,447 024 TEMPORARY DRAINAGE INLET PROTECTION EA 325.0000 78,000.00 23.000 7,475 025 TEMPORARY FIBER ROLL LF 3.1500 277,200.00 76.000 239.40 32,117.000 101,168 026 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 147,000.00 12.000 84,000 027 STREET SWEEPING LS 320,000.0000 320,000.00 0.031 9,920.00 0.626 200,320 028 TEMPORARY CONCRETE WASHOUT LS 75,000.0000 75,000.00 0.031 2,325.00 0.626 46,950 029 TREATED WOOD WASTE LB 0.3500 3,328.50 8,460.000 2,961 030 REMOVE CONCRETE (CY) CY 65.0000 6,500.00 99.500 6,467 031 CLEARING AND GRUBBING (LS) LS 35,000.0000 35,000.00 1.000 35,000 032 DUST PALLIATIVE LS 105,000.0000 105,000.00 0.030 3,150.00 0.625 65,625 033 ROADWAY EXCAVATION CY 7.0000 7,490,000.00 1,594.910 11,164.37 1,212,539.761 8,487,778 034 ROADWAY EXCAVATION (CONTAMINATED SOIL) CY 525.0000 15,750.00 30.000 15,750 035 STRUCTURE EXCAVATION (BRIDGE) CY 32.0000 274,048.00 8,564.000 274,048 (F) 036 STRUCTURE EXCAVATION (RETAINING WALL) CY 27.0000 117,558.00 4,956.000 133,812 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 70.0000 522,760.00 486.000 34,020.00 5,394.330 377,603 (F) 038 STRUCTURE BACKFILL (RETAINING WALL) CY 27.0000 171,531.00 198.000 5,346.00 6,594.000 178,038 (F) 039 PERVIOUS BACKFILL MATERIAL (RETAINING CY 120.0000 13,440.00 27.800 3,336.00 139.800 16,776 (F) WALL) 040 GEOSYNTHETIC REINFORCED EMBANKMENT SQFT 8.0000 80,800.00 10,100.000 80,800 041 ROADSIDE CLEARING LS 150,000.0000 150,000.00 0.000 0 042 ROCK MULCH SQFT 25.2500 17,927.50 0.000 0 043 WEED GERMINATION SQYD 0.5000 1,610.00 0.000 0 044 IRON SULFATE (LB) LB 2.0000 46.00 0.000 0 045 PACKET FERTILIZER EA 0.5000 170.00 0.000 0 046 SLOW-RELEASE FERTILIZER LB 1.5000 285.00 0.000 0 047 PLANT (GROUP C) EA 900.0000 4,500.00 0.000 0 048 PLANT (GROUP F) EA 0.7000 1,169.00 0.000 0 049 PLANT (GROUP H) EA 5.0000 127,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLANT (GROUP K) EA 360.0000 2,520.00 0.000 0 051 PLANT (GROUP B) EA 25.0000 1,400.00 0.000 0 052 PLANT (GROUP U) EA 120.0000 1,200.00 0.000 0 053 SOD SQYD 40.0000 8,400.00 0.000 0 054 MAINTAIN EXISTING PLANTED AREAS LS 50,000.0000 50,000.00 0.000 0 055 PLANT ESTABLISHMENT WORK LS 60,000.0000 60,000.00 0.000 0 056 GRAVEL MULCH SQFT 3.0000 39,300.00 0.000 0 057 WOOD MULCH CY 100.0000 17,000.00 0.000 0 058 ANTI-SKATING DEVICE EA 30.0000 3,600.00 0.000 0 059 CHECK AND TEST EXISTING IRRIGATION LS 2,525.0000 2,525.00 1.000 2,525 FACILITIES 060 OPERATE EXISTING IRRIGATION FACILITIES LS 2,020.0000 2,020.00 0.000 0 061 REMOVE IRRIGATION FACILITY LS 1,515.0000 1,515.00 1.000 1,515 062 CONTROL AND NEUTRAL CONDUCTORS LS 500.0000 500.00 0.000 0 063 1" REMOTE CONTROL VALVE EA 430.0000 1,290.00 0.000 0 064 1 1/2" REMOTE CONTROL VALVE EA 525.0000 2,625.00 0.000 0 065 4" SUPPLY LINE (BRIDGE) LF 75.0000 41,700.00 218.000 16,350 (F) 066 CERTIFY EXISTING BACKFLOW PREVENTERS LS 2,525.0000 2,525.00 0.000 0 067 TREE WELL SPRINKLER ASSEMBLY EA 55.0000 2,420.00 0.000 0 068 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 20.0000 640.00 0.000 0 069 POP-UP SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 75.0000 750.00 0.000 0 070 RISER SPRINKLER ASSEMBLY EA 18.0000 396.00 0.000 0 071 2" GATE VALVE EA 455.0000 455.00 0.000 0 072 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.8000 14,674.40 200.000 1,360 (F) LINE) 073 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 1,820.00 0.000 0 (F) (SUPPLY LINE) 074 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 2,800.00 200.000 1,400 (F) (SUPPLY LINE) 075 2" PLASTIC PIPE (SCHEDULE 40) LF 7.0000 3,115.00 0.000 0 (F) (SUPPLY LINE) 076 2" PLASTIC PIPE (CLASS 315) LF 10.0000 100.00 0.000 0 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 3" PLASTIC PIPE (CLASS 315) LF 13.0000 1,300.00 0.000 0 (F) (SUPPLY LINE) 078 TEMPORARY IRRIGATION SUPPLY LINE LF 18.0000 11,340.00 0.000 0 079 PVC PIPE CONDUIT (SLEEVE) LF 26.2500 5,250.00 0.000 0 (F) 080 8" CORRUGATED HIGH DENSITY LF 85.0000 111,350.00 68.800 5,848.00 227.300 19,320 POLYETHYLENE PIPE CONDUIT 081 10" CORRUGATED HIGH DENSITY LF 151.5000 27,270.00 33.500 5,075 POLYETHYLENE PIPE CONDUIT 082 12" CORRUGATED HIGH DENSITY LF 175.0000 4,375.00 0.000 0 POLYETHYLENE PIPE CONDUIT 083 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 5,000.00 1.000 500.00 3.000 1,500 084 IMPORTED TOPSOIL (CY) CY 150.0000 10,350.00 0.000 0 085 COMPOST SOCK LF 6.5500 530,550.00 1,135.000 7,434.25 55,317.000 362,326 086 HYDROSEED SQFT 0.0800 255,200.00 740,520.000 59,241 087 COMPOST (CY) CY 48.0000 276,960.00 240.000 11,520.00 3,707.000 177,936 088 INCORPORATE MATERIALS SQFT 0.2000 822,000.00 12,000.000 2,400.00 2,255,001.000 451,000 089 CLASS 4 AGGREGATE SUBBASE CY 10.2500 331,075.00 242.040 2,480.91 30,493.000 312,553 090 CLASS 5 AGGREGATE SUBBASE CY 5.0000 665,000.00 806.650 4,033.25 144,789.510 723,947 091 CLASS 2 AGGREGATE BASE (CY) CY 45.0000 2,542,500.00 277.800 12,501.00 44,328.810 1,994,796 092 ASPHALTIC EMULSION (FOG SEAL COAT) TON 2,000.0000 9,200.00 0.000 0 093 HOT MIX ASPHALT (TYPE A) TON 92.0000 3,302,800.00 23,596.850 2,170,910 094 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 150.0000 642,000.00 0.000 0 095 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.0500 145.55 0.000 0 096 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0500 1,086.50 0.000 0 097 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.7500 63,750.00 0.000 0 098 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0500 5,473.50 0.000 0 099 TACK COAT TON 890.0000 6,230.00 6.060 5,393 100 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 45.0000 90,000.00 1,638.920 73,751 101 REMOVE ASPHALT CONCRETE DIKE LF 1.7000 6,341.00 2,030.000 3,451 102 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.5000 13,125.00 0.000 0 103 JOINTED PLAIN CONCRETE PAVEMENT CY 225.0000 10,147,500.00 1,232.500 277,312.50 34,802.049 7,830,461 PROGRAM CAS145 PAGE 5 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ISOLATION JOINT SEAL (SILICONE) LF 40.0000 30,000.00 756.000 30,240 105 REMOVE CONCRETE PAVEMENT (CY) CY 210.0000 1,470.00 7.000 1,470 106 MECHANICALLY STABILIZED EMBANKMENT SQFT 60.0000 197,400.00 3,290.000 197,400 (F) 107 90" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,520.0000 2,020,080.00 1,296.700 1,970,984 108 FURNISH PILING (CLASS 200) (ALTERNATIVE LF 84.0000 367,080.00 4,370.000 367,080 W) (MODIFIED) 109 DRIVE PILE (CLASS 200) (ALTERNATIVE W) EA 2,150.0000 288,100.00 134.000 288,100 (MODIFIED) 110 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,100.0000 605,000.00 0.000 0 PILE (SIGN FOUNDATION) 111 PRESTRESSING CAST-IN-PLACE CONCRETE LS 980,000.0000 980,000.00 0.070 68,600.00 0.850 833,000 112 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 375.0000 727,125.00 1,900.000 712,500 (F) 113 STRUCTURAL CONCRETE, BRIDGE CY 1,115.0000 13,648,715.00 510.000 568,650.00 11,175.190 12,460,336 (F) 114 STRUCTURAL CONCRETE, BRIDGE CY 615.0000 2,664,180.00 3,750.000 2,306,250 (F) (POLYMER FIBER) 115 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 1,030,000.00 2,254.000 1,127,000 (F) 116 STRUCTURAL CONCRETE, BARRIER SLAB CY 710.0000 71,710.00 101.000 71,710 (F) 117 STRUCTURAL CONCRETE, APPROACH SLAB CY 720.0000 362,880.00 225.000 162,000.00 295.000 212,400 (F) (TYPE N) 118 STRUCTURAL CONCRETE, APPROACH SLAB CY 715.0000 445,445.00 0.000 0 (F) (TYPE N MODIFIED) 119 STRUCTURAL CONCRETE, BOX CULVERT CY 655.0000 1,459,995.00 2,229.000 1,459,995 (F) 120 STRUCTURAL CONCRETE, HEADWALL CY 1,075.0000 164,475.00 151.200 162,540 (F) 121 STRUCTURAL CONCRETE, DRAINAGE INLET CY 1,700.0000 1,213,800.00 406.450 690,965 (F) 122 STRUCTURAL CONCRETE, JUNCTION STRUCTURE CY 2,000.0000 116,000.00 54.000 108,000 (F) 123 FLEXIBLE EXPANSION JOINT VAULTS EA 17,000.0000 102,000.00 1.500 25,500.00 1.500 25,500 124 THRUST WALLS EA 3,500.0000 31,500.00 3.000 10,500 125 MINOR CONCRETE CY 2,000.0000 94,000.00 0.000 0 (F) 126 ARCHITECTURAL TEXTURE (STAMPED CONCRETE SQFT 28.0000 43,344.00 1,548.000 43,344 (F) TILE PATTERN) 127 FRACTURED RIB TEXTURE SQFT 15.0000 380,535.00 24,573.000 368,595 (F) 128 PTFE SPHERICAL BEARING EA 7,300.0000 204,400.00 4.000 29,200.00 28.000 204,400 129 JOINT SEAL (MR 1") LF 70.0000 7,350.00 0.000 0 130 JOINT SEAL (MR 1 1/2") LF 95.0000 55,005.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 JOINT SEAL ASSEMBLY (MR 3 1/2") LF 425.0000 34,000.00 0.000 0 132 JOINT SEAL ASSEMBLY (MR 4") LF 425.0000 34,000.00 0.000 0 133 JOINT SEAL ASSEMBLY (MR 5") LF 1,325.0000 53,000.00 0.000 0 134 JOINT SEAL ASSEMBLY (MR 5 1/2") LF 1,325.0000 53,000.00 0.000 0 135 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,600.0000 64,000.00 0.000 0 136 BAR REINFORCING STEEL LB 1.0000 3,564.00 4,029.000 4,029 (F) 137 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 5,213,000.00 115,772.000 115,772.00 4,770,812.250 4,770,812 (F) 138 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 332,579.00 350,929.000 350,929 (F) 139 BAR REINFORCING STEEL (BOX CULVERT) LB 1.4500 528,121.90 364,222.000 528,121 (F) 140 BAR REINFORCING STEEL (GALVANIZED) LB 2.2000 4,327.40 1,967.000 4,327 (F) 141 HEADED BAR REINFORCEMENT EA 65.0000 35,620.00 434.000 28,210 (F) 142 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.5000 778,882.50 0.000 0 (F) 143 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.5000 86,542.50 0.000 0 (F) 144 FURNISH SIGN STRUCTURE (TRUSS) LB 4.7500 373,544.75 0.000 0 (F) 145 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 39,320.50 0.000 0 (F) 146 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 12.0000 8,304.00 0.000 0 (F) WITHOUT WALKWAY) 147 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 9.6000 6,643.20 0.000 0 (F) WITHOUT WALKWAY) 148 INSTALL CHANGEABLE MESSAGE SIGN EA 50,000.0000 50,000.00 0.000 0 149 REMOVE SIGN STRUCTURE (EA) EA 3,200.0000 6,400.00 0.000 0 150 18" ALTERNATIVE PIPE CULVERT LF 63.0000 64,890.00 154.200 9,714.60 744.800 46,922 151 24" ALTERNATIVE PIPE CULVERT LF 65.0000 362,050.00 12.800 832.00 5,510.600 358,189 152 30" ALTERNATIVE PIPE CULVERT LF 90.0000 306,900.00 11.500 1,035.00 3,186.000 286,740 153 42" ALTERNATIVE PIPE CULVERT LF 138.0000 97,980.00 3.970 547.86 710.000 97,980 154 18" REINFORCED CONCRETE PIPE LF 85.0000 122,400.00 1,166.800 99,178 155 24" REINFORCED CONCRETE PIPE LF 100.0000 916,000.00 8,606.000 860,600 156 30" REINFORCED CONCRETE PIPE LF 147.0000 380,730.00 21.200 3,116.40 2,707.700 398,031 157 36" REINFORCED CONCRETE PIPE LF 228.0000 159,600.00 4.700 1,071.60 776.000 176,928 PROGRAM CAS145 PAGE 7 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 42" REINFORCED CONCRETE PIPE LF 255.0000 122,400.00 2.300 586.50 498.000 126,990 159 48" REINFORCED CONCRETE PIPE LF 455.0000 20,475.00 26.800 12,194 160 54" REINFORCED CONCRETE PIPE LF 325.0000 35,750.00 100.000 32,500 161 60" REINFORCED CONCRETE PIPE LF 340.0000 71,400.00 204.700 69,598 162 72" REINFORCED CONCRETE PIPE (CLASS V) LF 480.0000 124,800.00 370.000 177,600 163 22" X 13.5" REINFORCED CONCRETE PIPE LF 600.0000 20,400.00 22.000 13,200 ARCH CULVERT 164 3" PLASTIC PIPE UNDERDRAIN (SIDEWALK) LF 48.0000 672.00 0.000 0 165 24" POLYMERIC SHEET COATED CORRUGATED LF 160.0000 86,400.00 64.900 10,384.00 305.200 48,832 STEEL PIPE DOWNDRAIN (0.109" THICK) 166 12" BITUMINOUS COATED CORRUGATED STEEL LF 650.0000 1,300.00 2.000 1,300 PIPE RISER (.109" THICK) 167 36" BITUMINOUS COATED CORRUGATED STEEL LF 930.0000 2,325.00 2.500 2,325 PIPE RISER (.138" THICK) 168 WELDED STEEL PIPE CASING (BRIDGE) LF 170.0000 26,520.00 156.000 26,520 169 24" POLYMERIC SHEET COATED STEEL FLARED EA 3,000.0000 12,000.00 1.000 3,000.00 2.000 6,000 END SECTION 170 18" CONCRETE FLARED END SECTION EA 2,275.0000 2,275.00 0.000 0 171 24" CONCRETE FLARED END SECTION EA 2,750.0000 13,750.00 2.000 5,500 172 30" CONCRETE FLARED END SECTION EA 2,850.0000 14,250.00 6.000 17,100 173 36" CONCRETE FLARED END SECTION EA 3,150.0000 9,450.00 3.000 9,450 174 36" REINFORCED CONCRETE PIPE RISER LF 200.0000 22,000.00 47.600 9,520 175 INLET DEPRESSION EA 1,200.0000 12,000.00 0.000 0 176 ABANDON CULVERT (EA) EA 6,000.0000 6,000.00 0.000 0 177 REMOVE CULVERT (LF) LF 40.0000 19,200.00 312.600 12,504 178 REMOVE INLET EA 275.0000 1,375.00 7.000 1,925 179 REMOVE HEADWALL EA 1,000.0000 8,000.00 8.000 8,000 180 ADJUST INLET EA 3,750.0000 3,750.00 0.000 0 181 REMOVE ROCK SLOPE PROTECTION CY 12.0000 27,240.00 2,250.000 27,000 182 CONCRETE (DITCH LINING) CY 465.0000 506,850.00 468.950 218,061 183 CONCRETE (CONCRETE APRON) CY 625.0000 68,750.00 3.300 2,062 184 SLOPE PAVING (ROCK COBBLE) SQFT 35.0000 1,075,200.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROCK SLOPE PROTECTION CY 170.0000 56,100.00 311.600 52,972 (3/8 T, CLASS VI, METHOD B) (CY) 186 ROCK SLOPE PROTECTION CY 200.0000 34,000.00 61.200 12,240 (300 LB, CLASS IV, METHOD B) (CY) 187 ROCK SLOPE PROTECTION CY 300.0000 12,300.00 27.600 8,280 (150 LB, CLASS III, METHOD B) (CY) 188 ROCK SLOPE PROTECTION CY 215.0000 20,210.00 59.000 12,685 (20 LB, CLASS I, METHOD B) (CY) 189 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 5.2500 5,985.00 1,072.600 5,631 190 MINOR CONCRETE (GUTTER) (CY) CY 1,100.0000 9,900.00 9.000 9,900 191 DETECTABLE WARNING SURFACE SQFT 45.0000 18,900.00 0.000 0 192 MINOR CONCRETE (MISCELLANEOUS CY 850.0000 399,500.00 76.739 65,228 CONSTRUCTION) 193 MINOR CONCRETE (TEXTURED PAVING) CY 1,050.0000 388,500.00 0.000 0 194 REMOVE CONCRETE CY 85.0000 44,200.00 208.830 17,750 (CURB, GUTTER, AND SIDEWALK) (CY) 195 MISCELLANEOUS IRON AND STEEL LB 3.5000 254,110.50 6,163.000 21,570 (F) 196 ISOLATION CASING LB 8.3000 237,313.60 21,435.000 177,910 (F) 197 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 31,476.00 0.000 0 (F) 198 PERFORATED STEEL SCREEN ENCLOSURE EA 5,000.0000 30,000.00 0.000 0 (F) (SCONCE) 199 BRIDGE DECK DRAINAGE SYSTEM LB 12.0000 93,600.00 7,800.000 93,600 (F) 200 3" WATER SERVICE EA 13,500.0000 27,000.00 1.000 13,500 201 RELOCATE WATER METER (EA) EA 7,250.0000 7,250.00 0.000 0 202 REMOVE 12" ASBESTOS CEMENT WATER LINE LF 70.0000 14,700.00 116.000 8,120 203 REMOVE 16" ASBESTOS CEMENT WATER LINE LF 83.0000 33,200.00 400.000 33,200 204 REMOVE 24" ASBESTOS CEMENT WATER LINE LF 91.0000 31,850.00 350.000 31,850 205 REMOVE 12" PVC WATER PIPE LF 16.0000 8,800.00 540.000 8,640 206 CUT, PLUG, AND ABANDON BYPASS LF 47.0000 26,320.00 0.000 0 207 PLUG 16" ASBESTOS CEMENT WATER PIPE EA 1,750.0000 1,750.00 0.000 0 208 30" WELDED HIGH DENSITY POLYETHYLENE LF 500.0000 280,000.00 540.000 270,000 BYPASS 209 BYPASS PIPE CONNECTION EA 36,000.0000 72,000.00 2.000 72,000 210 20" STEEL CASING LF 360.0000 266,400.00 42.170 15,181 211 30" STEEL CASING LF 520.0000 65,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 12" FLEXIBLE EXPANSION JOINT EA 16,500.0000 33,000.00 2.000 33,000.00 2.000 33,000 213 16" FLEXIBLE EXPANSION JOINT EA 24,300.0000 145,800.00 0.000 0 214 PIPE SUPPORTS EA 520.0000 28,080.00 12.000 6,240 215 12" CEMENT MORTAR LINED AND COATED, LF 560.0000 196,000.00 99.670 55,815.20 249.050 139,468 TAPE WRAPPED WATER LINE 216 16" CEMENT MORTAR LINED AND COATED, LF 725.0000 290,000.00 0.000 0 TAPE WRAPPED WATER LINE 217 24" CEMENT MORTAR LINED AND COATED, LF 1,350.0000 148,500.00 0.000 0 TAPE WRAPPED WATER LINE 218 12" CEMENT MORTAR LINED EPOXY COATED LF 530.0000 111,300.00 199.950 105,973 WATER LINE 219 16" CEMENT MORTAR LINED EPOXY COATED LF 620.0000 489,800.00 0.000 0 WATER LINE 220 CONNECT 12" WATER MAIN TO EXISTING WATER EA 15,575.0000 31,150.00 1.000 15,575 MAIN 221 CONNECT 24" WATER MAIN TO EXISTING WATER EA 32,185.0000 64,370.00 0.000 0 MAIN 222 CATHODIC PROTECTION SYSTEM EA 10,850.0000 32,550.00 0.000 0 223 12" GATE VALVE EA 4,800.0000 9,600.00 2.000 9,600 224 16" BUTTERFLY VALVE EA 8,300.0000 49,800.00 0.000 0 225 24" BUTTERFLY VALVE EA 16,200.0000 64,800.00 2.000 32,400 226 2" BLOWOFF ASSEMBLY EA 10,000.0000 20,000.00 0.000 0 227 4" BLOWOFF ASSEMBLY EA 11,000.0000 55,000.00 2.000 22,000 228 2" COMBINATION AIR AND VACUUM VALVE EA 11,500.0000 34,500.00 1.000 11,500.00 1.500 17,250 229 4" COMBINATION AIR AND VACUUM VALVE EA 15,700.0000 62,800.00 1.000 15,700 230 6" COMBINATION AIR AND VACUUM VALVE EA 24,000.0000 24,000.00 0.000 0 231 RELOCATE FIRE HYDRANT EA 13,600.0000 27,200.00 1.000 13,600 232 RELOCATE FIRE SERVICE EA 8,750.0000 35,000.00 0.000 0 233 PRECAST CONCRETE SEWER MANHOLE EA 30,000.0000 180,000.00 0.000 0 234 8" POLYVINYL CHLORIDE SEWER PIPE LF 145.0000 110,200.00 0.000 0 (FUSION) 235 REMOVE SEWER MANHOLE (PRIVATE) EA 2,800.0000 8,400.00 2.500 7,000 236 REMOVE SEWER PIPE (PRIVATE) LF 15.5000 14,105.00 445.000 6,897 237 PREPARE AND PAINT CONCRETE SQFT 51.4000 55,100.80 0.000 0 238 PREPARE AND STAIN CONCRETE (NATINA) SQFT 15.0000 195,000.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 TEMPORARY FENCE (TYPE CL-6) LF 19.0000 8,930.00 250.000 4,750 240 CHAIN LINK FENCE (TYPE CL-6) LF 22.0000 330,000.00 2,944.640 64,782.08 12,587.640 276,928 241 CHAIN LINK FENCE (TYPE CL-6, VINYL-CLAD) LF 42.0000 22,680.00 0.000 0 242 8' CHAIN LINK GATE (TYPE CL-6, EA 2,000.0000 6,000.00 0.000 0 VINYL-CLAD) 243 12' CHAIN LINK GATE (TYPE CL-6) EA 1,800.0000 10,800.00 0.000 0 244 REMOVE FENCE LF 6.5000 40,625.00 4,891.000 31,791 245 REMOVE CHANNELIZER EA 25.2500 1,565.50 0.000 0 246 DELINEATOR (CLASS 1) EA 65.0000 1,755.00 0.000 0 247 GUARD RAILING DELINEATOR EA 35.0000 1,260.00 0.000 0 248 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 11,190.00 1,159.000 3,477 249 REMOVE ROADSIDE SIGN EA 110.0000 2,420.00 16.000 1,760 250 REMOVE ROADSIDE SIGN EA 165.0000 165.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 251 RELOCATE ROADSIDE SIGN EA 665.0000 665.00 0.000 0 252 FURNISH LAMINATED SIGN PANEL (1"-TYPE SQFT 30.0000 92,100.00 0.000 0 A)FOR RETROREFLECTIVE SHEETING (TYPE XI) 253 FURNISH LAMINATED SIGN PANEL (1"-TYPE SQFT 30.0000 7,500.00 0.000 0 B)FOR RETROREFLECTIVE SHEETING (TYPE XI) 254 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 4,620.00 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 255 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 1,920.00 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 256 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.2500 1,289.75 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 257 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.7500 2,962.50 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 258 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.7000 19,035.00 0.000 0 259 ROADSIDE SIGN - ONE POST EA 305.0000 10,370.00 0.000 0 260 ROADSIDE SIGN - TWO POST EA 550.0000 3,300.00 0.000 0 261 SIGN POST SUPPORT SYSTEM EA 2,200.0000 2,200.00 0.000 0 262 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 194.0000 4,074.00 0.000 0 METHOD) 263 INSTALL SIGN OVERLAY SQFT 50.0000 950.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 264 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 300.0000 3,300.00 0.000 0 265 INSTALL SIGN PANEL ON EXISTING STRUCTURE SQFT 12.0000 4,440.00 0.000 0 266 INSTALL ROADSIDE SIGN PANEL ON EA 550.0000 550.00 0.000 0 EXISTING POST 267 INSTALL ROADSIDE SIGN EA 4,500.0000 13,500.00 0.000 0 (LAMINATED WOOD BOX POST) 268 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 34.0000 118,320.00 0.000 0 269 VEGETATION CONTROL (MINOR CONCRETE) SQYD 66.0000 110,880.00 0.000 0 270 VEGETATION CONTROL MAT (RUBBER OR FIBER) SQYD 500.0000 250.00 0.000 0 271 CHAIN LINK RAILING (TYPE 7) (VINYL LF 120.0000 46,800.00 0.000 0 (F) COATED) 272 CONCRETE BARRIER (TYPE K) LF 55.0000 17,600.00 0.000 0 273 TUBULAR HANDRAILING (MODIFIED) LF 285.0000 33,060.00 0.000 0 (F) 274 SINGLE THRIE BEAM BARRIER LF 40.0000 28,000.00 0.000 0 275 DOUBLE THRIE BEAM BARRIER LF 60.0000 82,200.00 0.000 0 276 CABLE RAILING LF 45.0000 21,825.00 286.000 12,870 (F) 277 TRANSITION RAILING (TYPE WB-31) EA 4,500.0000 31,500.00 0.000 0 278 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 8,000.00 0.000 0 279 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 49,000.00 0.000 0 280 ALTERNATIVE CRASH CUSHION EA 40,000.0000 160,000.00 0.000 0 281 CONCRETE BARRIER (TYPE 60M) LF 80.0000 1,280,000.00 0.000 0 282 CONCRETE BARRIER (TYPE 60MS) LF 150.0000 19,650.00 0.000 0 283 CONCRETE BARRIER (TYPE 60MSA) LF 190.0000 95,000.00 0.000 0 (F) 284 CONCRETE BARRIER (TYPE 732SW LF 335.0000 194,300.00 0.000 0 (F) MODIFIED) 285 CONCRETE BARRIER (TYPE 736) LF 145.0000 64,960.00 0.000 0 (F) 286 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 180.0000 204,300.00 0.000 0 (F) 287 CONCRETE BARRIER (TYPE 736B) LF 600.0000 303,000.00 0.000 0 (F) 288 CONCRETE BARRIER (TYPE 742) LF 80.0000 377,120.00 0.000 0 (F) 289 CONCRETE BARRIER (TYPE 742A) LF 130.0000 67,080.00 0.000 0 (F) 290 CONCRETE BARRIER (TYPE 742B) LF 250.0000 40,500.00 0.000 0 (F) PROGRAM CAS145 PAGE 12 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 REMOVE GUARDRAIL LF 17.0000 2,890.00 75.000 1,275 292 REMOVE SINGLE METAL BEAM BARRIER LF 19.0000 6,270.00 330.000 6,270 293 REMOVE DOUBLE METAL BEAM BARRIER LF 20.0000 4,400.00 214.000 4,280 294 REMOVE CONCRETE BARRIER LF 45.0000 4,500.00 0.000 0 295 REMOVE CONCRETE BARRIER (TYPE K) LF 5.0000 2,800.00 560.000 2,800 296 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 73,800.00 354.000 2,124 (ENHANCED WET NIGHT VISIBILITY) 297 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 530.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 298 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 4,655.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 299 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7000 1,764.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 300 CONTRAST STRIPE LF 0.2000 11,260.00 0.000 0 301 PAINT TRAFFIC STRIPE (1-COAT) LF 0.2500 2,900.00 10,232.000 2,558 302 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2500 16,050.00 48,172.000 12,043 303 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 42,900.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 304 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 180.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 305 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 11,460.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 306 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 480.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 307 REMOVE PAINTED TRAFFIC STRIPE LF 0.2500 22,425.00 34,232.000 8,558 308 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.2500 735.00 6,867.000 1,716 309 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 5,180.00 880.000 1,760 310 12" RUMBLE STRIP STA 140.0000 35,000.00 0.000 0 (CONCRETE PAVEMENT) 311 8" TRAFFIC STRIPE TAPE WITH BLACK FILM LF 9.0000 10,530.00 0.000 0 (WARRANTY) 312 6" TRAFFIC STRIPE TAPE WITH BLACK FILM LF 2.7000 90,180.00 0.000 0 (BROKEN 36-12) (WARRANTY) 313 8" TRAFFIC STRIPE TAPE WITH BLACK FILM LF 2.7000 3,240.00 0.000 0 (BROKEN 12-3) (WARRANTY) 314 SUBSURFACE LOCATOR LS 80,000.0000 80,000.00 0.390 31,200 PROGRAM CAS145 PAGE 13 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 315 ELECTRIC SERVICE FOR IRRIGATION LS 12,750.0000 12,750.00 0.331 4,220 316 LIGHTING SYSTEM LS 1,685,000.0000 1,685,000.00 0.121 203,885.00 0.666 1,122,210 317 BRIDGE ACCENT LIGHTING LS 100,000.0000 100,000.00 0.097 9,700 318 SIGNAL AND LIGHTING SYSTEM LS 460,000.0000 460,000.00 0.159 73,140 319 AUTOMATIC VEHICLE CLASSIFICATION SYSTEM LS 325,000.0000 325,000.00 0.078 25,350.00 0.411 133,575 320 CHANGEABLE MESSAGE SIGN SYSTEM LS 20,500.0000 20,500.00 0.325 6,662 321 CLOSED CIRCUIT TELEVISION SYSTEM LS 305,000.0000 305,000.00 0.329 100,345 322 FIBER OPTIC SYSTEM LS 1,480,000.0000 1,480,000.00 0.049 72,520.00 0.973 1,440,040 323 MODIFYING EXISTING ELECTRICAL SYSTEM LS 440,000.0000 440,000.00 0.049 21,560.00 0.658 289,520 324 RENEWABLE DIESEL EQUIPMENT VERIFICATION EA 500.0000 15,000.00 1.000 500.00 18.000 9,000 PROGRAM CAS145 PAGE 14 DATE 02/19/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2888U4 TIME 04:34 PM ESTIMATE NO. 019 BID OPENING 02/28/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/21 R.E. NAME: COVARRUBIAS, CARLOS DATE OF THIS ESTIMATE 02/19/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,132,565.52 67,668,378.74 ADJUSTMENT OF COMPENSATION 21,314.88 406,215.37 EXTRA WORK 82,433.56 701,741.79 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,236,313.96 68,776,335.90 325 MOBILIZATION LS 7,025,000.0000 7,025,000.00 1.000 7,025,000 ORIGINAL CONTRACT AMOUNT 100,677,125.85 TOTAL WORK COMPLETED 2,236,313.96 75,801,335.90 MATERIALS ON HAND ON SITE -69,845.00 347,275.00 DEDUCTIONS 0.00 -33,011.50 TOTAL 2,166,468.96 76,115,599.40 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 05/28/19 825 07/22/19 07/22/19 12/27/22 360 33 0 0 73% 44% PROGRESS IS SATISFACTORY COVARRUBIAS, CARLOS RESIDENT ENGINEER PROGRAM CAS145 DATE 02/19/21