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 11/17/21 EST. NO. 020 TIME 07:21 PM R.E. NAME: HERNANDEZ-DUARTE, DANIEL 11-410404 --------------------------------------------------------------------------- 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 0024 2,214.29 E.W. @ F.A.(+) 092921 N 0024 0 0025 4,614.72 110121 N 0025 0 0025-1 -4,614.72 110121 N 0025 0 DAO CORRECTING ENTRY 0026 369.97 102621 N 0026 0 0027 2,140.21 102521 N 0027 0 0028 907.35 111021 N 0028 0 0029 433.31 110921 N 0029 0 0031 127.16 111221 N 0031 0 002 0002 5,812.52 A.C. @ U.P.(+) 111621 N 2 0 007 0020 92.50 E.W. @ F.A.(+) 102821 N 0020 0 028 0001 1,751.71 E.W. @ F.A.(+) 082421 N 0001 0 13,849.02 TOTAL THIS ESTIMATE 226,388.89 TOTAL PREVIOUS ESTIMATE 240,237.91 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 11/17/21 EST. NO. 020 TIME 07:21 PM R.E. NAME: HERNANDEZ-DUARTE, DANIEL 11-410404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAIL RELCOMP 120920 -270.00 009 PERFAIL CPM DEC-JAN -238,325.79 011 RET PERFAIL CPM 238,325.79 012 FAILED CLASS 2 TEST -540.00 015 RESTAKING CHARGES 28 -4,130.00 016 CIDH LETTER S213 -1,000.00 018 FAILED CT231083021 -270.00 018 RESTAKING CHRGS #37 -1,239.00 018 FAILED CT231 10/4&5 -540.00 019 FAILED CT202 08/25 -3,162.50 019 MISSING CEM 2406 -10,000.00 019 0.00 -21,151.50 TOTAL DEDUCTIONS 0.00 -21,151.50 PROGRAM CAS145 PAGE 1 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 LOCATION PROGRESS ESTIMATE 11-IMP-8-R36.5/R37.5 ----------------- GRANITE CONSTRUCTION COMPANY IN IMPERIAL COUNTY IN EL CENTRO 38000 MONROE STREET; FROM 0.4 MILE WEST OF IMPERIAL INDIO CA 92203 AVENUE OC. TO 0.1 MILE EAST OF 8TH STREET OC. FED. AID NO. ACIM-008 -2(111)E RECONSTRUCT I-8/ IMPERIAL AVENUE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 25,000.0000 25,000.00 0.750 18,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,700.0000 1,645,000.00 21.000 98,700.00 313.000 1,471,100 004 CONSTRUCTION AREA SIGNS LS 130,700.0000 130,700.00 0.051 6,665.70 0.879 114,885 005 TRAFFIC CONTROL SYSTEM LS 219,871.0700 219,871.07 0.060 13,192.26 0.894 196,564 006 TYPE III BARRICADE EA 85.0000 2,635.00 12.000 1,020 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 600.00 285.000 855 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3500 11,655.00 990.000 346.50 9,080.000 3,178 009 PLASTIC TRAFFIC DRUMS EA 45.0000 2,700.00 30.000 1,350 010 TEMPORARY PAVEMENT MARKER EA 3.2500 2,307.50 144.000 468 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 60,000.00 0.420 4,200.00 6.260 62,600 012 TEMPORARY RAILING (TYPE K) LF 11.0000 199,100.00 10,560.000 116,160 013 TEMPORARY CRASH CUSHION MODULE EA 160.0000 22,400.00 70.000 11,200 014 JOB SITE MANAGEMENT LS 20,000.0000 20,000.00 0.060 1,200.00 0.894 17,880 015 PREPARE STORM WATER POLLUTION PREVENTION LS 1,650.0000 1,650.00 0.750 1,237 PLAN 016 RAIN EVENT ACTION PLAN EA 500.0000 10,000.00 1.000 500 017 STORM WATER SAMPLING AND ANALYSIS DAY EA 300.0000 6,000.00 0.000 0 018 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 1.000 2,000 019 MOVE-IN/MOVE-OUT EA 750.0000 3,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 020 TEMPORARY HYDRAULIC MULCH SQYD 0.3000 25,470.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 6,000.00 6.000 1,200.00 30.000 6,000 022 TEMPORARY FIBER ROLL LF 2.5000 110,250.00 19,210.000 48,025 PROGRAM CAS145 PAGE 2 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 7,000.0000 42,000.00 5.000 35,000 024 STREET SWEEPING LS 310,000.0000 310,000.00 0.060 18,600.00 0.894 277,140 025 TEMPORARY CONCRETE WASHOUT LS 9,200.0000 9,200.00 0.060 552.00 0.894 8,224 026 ASBESTOS COMPLIANCE PLAN LS 2,100.0000 2,100.00 1.000 2,100 027 MANAGE SOLID WASTE GENERATED BY THE HR 240.0000 57,600.00 19.000 4,560.00 99.000 23,760 PUBLIC 028 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.8500 8,117.50 9,550.000 8,117 (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.2500 2,650.00 8,340.000 2,085 030 CLEARING AND GRUBBING (LS) LS 6,500.0000 6,500.00 1.000 6,500 031 DUST PALLIATIVE LS 40,000.0000 40,000.00 0.060 2,400.00 0.894 35,760 032 ROADWAY EXCAVATION CY 7.0000 546,700.00 101,157.170 708,100 033 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 32,850.00 657.000 32,850 (F) 034 STRUCTURE EXCAVATION (TYPE D) CY 25.0000 44,250.00 1,770.000 44,250 (F) 035 STRUCTURE EXCAVATION (RETAINING WALL) CY 15.0000 16,380.00 1,092.000 16,380 (F) 036 STRUCTURE BACKFILL (BRIDGE) CY 130.0000 120,380.00 926.000 120,380 (F) 037 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 39,060.00 1,116.000 39,060 (F) 038 IMPORTED BORROW (CY) CY 18.0000 4,266,000.00 222,612.990 4,007,033 039 SETTLEMENT MONITORING LS 20,000.0000 20,000.00 1.000 20,000 040 ROADSIDE CLEARING LS 26,800.0000 26,800.00 1.000 26,800 041 PRUNE EXISTING PLANTS LS 4,600.0000 4,600.00 0.060 276.00 0.894 4,112 042 BASIN EA 65.0000 32,500.00 264.000 17,160.00 500.000 32,500 043 ROCK MULCH SQFT 11.0000 13,640.00 868.000 9,548.00 868.000 9,548 044 IRON SULFATE (LB) LB 10.0000 400.00 32.000 320.00 32.000 320 045 PACKET FERTILIZER EA 0.2800 3,780.00 12,140.000 3,399.20 13,500.000 3,780 046 PLANT (GROUP K) EA 295.0000 13,275.00 27.000 7,965.00 45.000 13,275 047 PLANT (GROUP Z) (EA) EA 1,350.0000 67,500.00 50.000 67,500 048 PLANT (GROUP B) EA 26.0000 30,940.00 623.000 16,198.00 623.000 16,198 049 PLANT (GROUP U) EA 180.0000 102,600.00 261.000 46,980.00 261.000 46,980 PROGRAM CAS145 PAGE 3 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MAINTAIN EXISTING PLANTED AREAS LS 12,400.0000 12,400.00 0.060 744.00 0.894 11,085 051 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 0.000 0 052 GRAVEL MULCH SQFT 6.5000 61,685.00 9,490.000 61,685.00 9,490.000 61,685 053 WOOD MULCH CY 74.0000 8,140.00 0.000 0 054 EDGING LF 11.0000 18,150.00 1,055.000 11,605.00 1,632.000 17,952 055 CHECK AND TEST EXISTING IRRIGATION LS 6,300.0000 6,300.00 1.000 6,300 FACILITIES 056 OPERATE EXISTING IRRIGATION FACILITIES LS 13,000.0000 13,000.00 0.834 10,842 057 REMOVE IRRIGATION FACILITY LS 7,200.0000 7,200.00 1.000 7,200 058 CONTROL AND NEUTRAL CONDUCTORS LS 44,223.0000 44,223.00 0.102 4,510.75 0.999 44,178 059 1" REMOTE CONTROL VALVE EA 500.0000 4,500.00 9.000 4,500 060 1 1/2" REMOTE CONTROL VALVE EA 500.0000 11,500.00 24.000 12,000 061 2" REMOTE CONTROL VALVE EA 850.0000 1,700.00 0.000 0 062 40 STATION IRRIGATION CONTROLLER EA 21,000.0000 21,000.00 1.000 21,000 IN ENCLOSURE '122A' 063 8 STATION IRRIGATION CONTROLLER EA 14,520.0000 14,520.00 1.000 14,520 IN ENCLOSURE '121A' 064 4" SUPPLY LINE (BRIDGE) LF 131.0000 33,274.00 254.000 33,274 (F) 065 CERTIFY EXISTING BACKFLOW PREVENTERS LS 1,200.0000 1,200.00 0.000 0 066 2" BACKFLOW PREVENTER ASSEMBLY EA 2,100.0000 4,200.00 0.000 0 067 FLOW SENSOR EA 1,500.0000 3,000.00 2.000 3,000 068 TREE WELL SPRINKLER ASSEMBLY EA 23.0000 30,130.00 1,530.000 35,190 069 RISER SPRINKLER ASSEMBLY EA 50.0000 77,000.00 1,676.000 83,800 070 2" GATE VALVE EA 500.0000 7,500.00 8.000 4,000 071 3" GATE VALVE EA 1,030.0000 10,300.00 6.000 6,180 072 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 5.2500 124,136.25 2,810.000 14,752.50 22,232.000 116,718 (F) (SUPPLY LINE) 073 2" PLASTIC PIPE (SCHEDULE 40) LF 9.5000 34,770.00 3,830.000 36,385 (F) (SUPPLY LINE) 074 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 9.8000 23,422.00 2,650.000 25,970 (F) (SUPPLY LINE) 075 3" PLASTIC PIPE (CLASS 315) LF 11.0000 21,560.00 2,010.000 22,110 (F) (SUPPLY LINE) 076 4" PLASTIC PIPE (CLASS 315) LF 13.0000 40,560.00 963.000 12,519 (F) (SUPPLY LINE) PROGRAM CAS145 PAGE 4 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 2" COMBINATION AIR RELEASE VALVE EA 1,200.0000 2,400.00 0.000 0 078 8" CORRUGATED HIGH DENSITY LF 73.0000 29,200.00 400.000 29,200 POLYETHYLENE PIPE CONDUIT 079 6" PVC PIPE CONDUIE LF 133.0000 11,970.00 0.000 0 080 HYDROMULCH SQFT 0.0500 37,250.00 0.000 0 081 FIBER ROLLS LF 3.3600 147,504.00 0.000 0 082 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 1,116,000.00 28,851.970 1,154,078 083 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,400.0000 3,780.00 0.000 0 084 HOT MIX ASPHALT (TYPE A) TON 100.0000 936,000.00 140.400 14,040.00 9,346.610 934,661 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 130.0000 617,500.00 882.580 114,735.40 5,150.410 669,553 086 DATA CORE LS 1,500.0000 1,500.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 3,080.00 1,573.000 3,146.00 1,573.000 3,146 088 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 7,020.00 3,545.000 7,090.00 3,545.000 7,090 089 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 920.00 596.000 1,192.00 596.000 1,192 090 PLACE HOT MIX ASPHALT SQYD 28.0000 7,280.00 260.100 7,282 (MISCELLANEOUS AREA) 091 TACK COAT TON 2,000.0000 12,000.00 16.810 33,620.00 19.810 39,620 092 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 24.0000 4,320.00 228.670 5,488 093 FURNISH PILING (CLASS 140) LF 41.0000 354,609.00 8,649.000 354,609 (ALTERNATIVE V) 094 DRIVE PILE (CLASS 140) EA 1,270.0000 247,650.00 195.000 247,650 (ALTERNATIVE V) 095 FURNISH PILING (CLASS 140) LF 41.0000 102,787.00 2,507.000 102,787 (ALTERNATIVE W) 096 DRIVE PILE (CLASS 140) EA 1,245.0000 49,800.00 40.000 49,800 (ALTERNATIVE W) 097 FURNISH PILING (CLASS 90) LF 36.0000 168,876.00 4,691.000 168,876 (ALTERNATIVE W MODIFIED) 098 DRIVE PILE (CLASS 90) EA 1,160.0000 148,480.00 128.000 148,480 (ALTERNATIVE W MODIFIED) 099 60" CAST-IN-DRILLED-HOLE CONCRETE LF 3,700.0000 185,000.00 50.000 185,000 PILE (SIGN FOUNDATION) 100 PRESTRESSING CAST-IN-PLACE CONCRETE LS 129,899.0000 129,899.00 1.000 129,899 101 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 445.0000 256,320.00 576.000 256,320 (F) 102 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 2,278,500.00 1,474.850 2,212,275 (F) 103 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 380,100.00 54.300 38,010.00 543.000 380,100 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 5 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, RETAINING WALL CY 1,000.0000 538,000.00 538.000 538,000 (F) 105 STRUCTURAL CONCRETE, SOUND WALL CY 1,700.0000 44,200.00 26.000 44,200 (F) PILE CAP 106 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,800.0000 344,400.00 27.140 75,992.00 121.500 340,200 (F) 107 MINOR CONCRETE (MINOR STRUCTURE) CY 3,800.0000 5,320.00 0.000 0 (F) 108 RANDOM FLUTE TEXTURE SQFT 11.0000 85,833.00 7,053.000 77,583 (F) 109 JOINT SEAL (MR 1 1/2") LF 250.0000 23,750.00 95.000 23,750.00 95.000 23,750 110 JOINT SEAL (MR 2") LF 250.0000 23,750.00 95.000 23,750.00 95.000 23,750 111 BAR REINFORCING STEEL (BRIDGE) LB 1.1100 630,831.87 568,317.000 630,831 (F) 112 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2900 108,352.26 83,994.000 108,352 (F) 113 BAR REINFORCING STEEL (GALVANIZED) LB 2.4300 2,247.75 925.000 2,247 (F) 114 FURNISH SIGN STRUCTURE (TRUSS) LB 4.2500 138,065.50 32,486.000 138,065 (F) 115 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2500 8,121.50 32,486.000 8,121 (F) 116 REMOVE SIGN STRUCTURE (EA) EA 3,000.0000 3,000.00 1.000 3,000 117 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 6,000.00 3.000 6,000 118 SOUND WALL (MASONRY BLOCK) SQFT 30.0000 73,530.00 2,451.000 73,530 (F) 119 REMOVE SOUND WALL (LF) LF 43.0000 13,287.00 309.000 13,287 120 BRIDGE REMOVAL LS 300,000.0000 300,000.00 1.000 300,000 121 12" ALTERNATIVE PIPE CULVERT LF 53.0000 2,014.00 34.000 1,802 122 24" ALTERNATIVE PIPE CULVERT LF 70.0000 193,900.00 3,386.000 237,020 123 24" REINFORCED CONCRETE PIPE LF 85.0000 227,800.00 2,418.000 205,530 124 8" PERFORATED STEEL PIPE UNDERDRAIN LF 51.0000 9,537.00 187.000 9,537 (.064" THICK) 125 GEOCOMPOSITE DRAIN SQFT 2.3000 13,059.40 5,678.000 13,059 126 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 46.0000 4,140.00 8.000 368 (.064" THICK) 127 GRATED LINE DRAIN LF 165.0000 1,980.00 12.000 1,980 128 24" ALTERNATIVE FLARED END SECTION EA 920.0000 11,960.00 9.000 8,280.00 13.000 11,960 129 AUTOMATIC DRAINAGE GATE EA 3,000.0000 6,000.00 2.000 6,000 130 CONCRETE (DITCH LINING) CY 500.0000 255,000.00 22.880 11,440.00 425.540 212,770 PROGRAM CAS145 PAGE 6 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 CONCRETED-ROCK SLOPE PROTECTION CY 285.0000 49,020.00 126.500 36,052.50 170.900 48,706 (F) (FACING, METHOD B) (CY) 132 SLOPE PAVING (CONCRETE) CY 1,000.0000 54,000.00 57.000 57,000.00 57.000 57,000 133 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 0.4000 204.00 131.100 52.44 377.000 150 134 DETECTABLE WARNING SURFACE SQFT 37.0000 7,400.00 95.000 3,515.00 192.500 7,122 135 MINOR CONCRETE (CURB AND GUTTER) CY 450.0000 90,000.00 196.090 88,240 136 MINOR CONCRETE (EXPOSED AGGREGATE SQFT 12.5000 130,000.00 8,173.780 102,172.25 10,606.210 132,577 CONCRETE) 137 MINOR CONCRETE (SIDEWALK) CY 550.0000 115,500.00 32.980 18,139.00 188.100 103,455 138 MINOR CONCRETE (CURB RAMP) CY 550.0000 25,850.00 26.500 14,575.00 46.400 25,520 139 MISCELLANEOUS IRON AND STEEL LB 2.2000 21,608.40 4,062.965 8,938.52 9,973.000 21,940 (F) 140 MANHOLE FRAME AND COVER EA 550.0000 2,200.00 0.000 0 141 PERFORATED STEEL SCREEN (SCONCE) EA 6,430.0000 64,300.00 0.000 0 142 TEMPORARY FENCE (TYPE CL-6) LF 19.7500 6,320.00 300.000 5,925 143 CHAIN LINK FENCE (TYPE CL-6) LF 26.0000 42,900.00 1,440.000 37,440 144 6' CHAIN LINK GATE (TYPE CL-6) EA 3,600.0000 3,600.00 1.000 3,600.00 1.000 3,600 145 REMOVE CHAIN LINK FENCE LF 6.9500 22,031.50 3,140.000 21,823 146 DELINEATOR (CLASS 1) EA 50.0000 5,000.00 89.000 4,450.00 89.000 4,450 147 GUARD RAILING DELINEATOR EA 23.1500 1,689.95 75.000 1,736.25 75.000 1,736 148 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.3000 5,247.00 371.000 1,224.30 719.000 2,372 149 REMOVE ROADSIDE SIGN EA 400.0000 8,400.00 23.000 9,200 150 RELOCATE ROADSIDE SIGN EA 3,000.0000 6,000.00 0.000 0 151 FURNISH LAMINATED PANEL SIGN SQFT 31.0000 9,920.00 320.000 9,920 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH LAMINATED PANEL SIGN SQFT 30.0000 3,300.00 0.000 0 (1"-TYPE B) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.1500 2,287.50 71.000 649.65 71.000 649 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.6500 1,544.00 72.000 694.80 72.000 694 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 155 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.3000 823.50 45.000 823.50 45.000 823 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 7 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.8000 3,564.00 99.000 1,960.20 99.000 1,960 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 157 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 5,300.00 294.500 1,472.50 614.500 3,072 158 ROADSIDE SIGN - ONE POST EA 610.0000 17,690.00 14.000 8,540.00 14.000 8,540 159 ROADSIDE SIGN-ONE POST EA 760.0000 3,800.00 0.000 0 (VEGETATION CONTROL MAT)(RUBBER) 160 ROADSIDE SIGN - TWO POST EA 2,000.0000 12,000.00 4.000 8,000.00 4.000 8,000 161 SIGN POST SUPPORT SYSTEM EA 7,000.0000 14,000.00 0.000 0 162 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 405.0000 4,860.00 0.000 0 METHOD) 163 INSTALL ROADSIDE SIGN EA 8,500.0000 8,500.00 0.000 0 (LAMINATED WOOD BOX POST) 164 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 35.0000 8,050.00 237.500 8,312 165 MIDWEST GUARDRAIL SYSTEM (8' STEEL POST) LF 35.5000 41,890.00 218.750 7,765.63 1,206.250 42,821 166 CHAIN LINK RAILING (TYPE 7) LF 129.8500 67,911.55 0.000 0 (F) 167 TUBULAR HANDRAILING LF 185.0000 10,545.00 0.000 0 (F) 168 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 45.0000 10,350.00 250.000 11,250 (STEEL POST) 169 RAIL TENSIONING ASSEMBLY EA 1,370.0000 2,740.00 2.000 2,740 170 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,065.0000 7,455.00 1.000 1,065.00 7.000 7,455 171 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,800.0000 11,400.00 3.000 11,400.00 3.000 11,400 172 SEVERE-DUTY CRASH CUSHION EA 37,240.0000 260,680.00 5.000 186,200 173 CONCRETE BARRIER (TYPE 60M) LF 130.0000 96,200.00 746.000 96,980 174 CONCRETE BARRIER (TYPE 732SW MODIFIED) LF 400.0000 244,000.00 518.000 207,200.00 518.000 207,200 (F) 175 CONCRETE BARRIER (TYPE 836A) LF 182.0000 99,372.00 55.000 10,010.00 546.000 99,372 (F) 176 CONCRETE BARRIER TRANSITION LF 405.0000 16,200.00 5.500 2,227.50 23.000 9,315 (F) 177 REMOVE GUARDRAIL LF 17.5000 6,825.00 450.000 7,875 178 THERMOPLASTIC PAVEMENT MARKING SQFT 3.9000 13,299.00 1,677.000 6,540.30 1,677.000 6,540 (ENHANCED WET NIGHT VISIBILITY) 179 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 156.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 180 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 3,204.00 1,820.000 1,092.00 1,820.000 1,092 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 8 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 181 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 5,730.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 182 PAINT TRAFFIC STRIPE (2-COAT) LF 0.3700 7,955.00 21,935.000 8,115 183 PAINT PAVEMENT MARKING (1-COAT) SQFT 3.0000 750.00 0.000 0 184 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7500 28,950.00 10,120.000 7,590.00 10,120.000 7,590 (ENHANCED WET NIGHT VISIBILITY) 185 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 60.00 100.000 60.00 100.000 60 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 8-4) 186 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.6000 6,016.00 786.000 1,257.60 786.000 1,257 (ENHANCED WET NIGHT VISIBILITY) 187 REMOVE PAINTED TRAFFIC STRIPE LF 0.3000 12,180.00 670.000 201.00 17,846.000 5,353 188 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 500.00 0.000 0 189 ELECTRIC SERVICE FOR IRRIGATION LS 40,000.0000 40,000.00 0.214 8,560.00 0.934 37,360 190 LIGHTING SYSTEM LS 245,000.0000 245,000.00 0.144 35,280.00 0.993 243,285 191 LIGHTING SYSTEM (STREET) LS 200,000.0000 200,000.00 0.393 78,600.00 0.983 196,600 192 SIGNAL AND LIGHTING SYSTEM LS 581,111.0000 581,111.00 0.365 212,105.52 0.907 527,067 193 CLOSED CIRCUIT TELEVISION SYSTEM LS 90,000.0000 90,000.00 0.302 27,180.00 0.702 63,180 194 MODIFYING EXISTING ELECTRICAL SYSTEM LS 10,000.0000 10,000.00 0.109 1,090.00 0.799 7,990 195 REMOVING EXISTING ELECTRICAL SYSTEM LS 12,000.0000 12,000.00 0.046 552.00 1.000 12,000 196 SUBSURFACE LOCATORS LS 60,000.0000 60,000.00 0.834 50,040 PROGRAM CAS145 PAGE 9 DATE 11/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-410404 TIME 07:21 PM ESTIMATE NO. 020 BID OPENING 11/07/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/21 R.E. NAME: HERNANDEZ-DUARTE, DANIEL DATE OF THIS ESTIMATE 11/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,595,177.77 20,856,365.73 ADJUSTMENT OF COMPENSATION 5,812.52 24,975.14 EXTRA WORK 8,036.50 215,262.77 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,609,026.79 21,096,603.64 197 MOBILIZATION LS 2,400,000.0000 2,400,000.00 1.000 2,400,000 ORIGINAL CONTRACT AMOUNT 24,745,745.00 TOTAL WORK COMPLETED 1,609,026.79 23,496,603.64 MATERIALS ON HAND ON SITE -98,695.66 0.00 DEDUCTIONS 0.00 -21,151.50 TOTAL 1,510,331.13 23,475,452.14 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/06/20 600 05/13/20 04/02/20 01/02/23 313 97 -1 0 92% 52% PROGRESS IS SATISFACTORY HERNANDEZ-DUARTE, DANIEL RESIDENT ENGINEER PROGRAM CAS145 DATE 11/17/21