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 04/22/21 EST. NO. 013 TIME 02:38 PM R.E. NAME: MOHAMMAD SAMIMI 06-0S4604 --------------------------------------------------------------------------- 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 0013 1,564.11 E.W. @ F.A.(+) 051120 N 0060.0 0020 932.86 043020 N 0059.0 0024 3,546.02 070220 N 0069.0 0025 3,943.50 072920 N 0070.0 0029 3,879.20 080820 N 0080.0 0031 2,729.02 081520 N 0082.0 0032 7,148.32 072320 N 0077.0 0034 3,850.00 082920 N 0084.0 0035 758.47 101420 N 0086.0 0047 1,562.60 020221 N 0120.0 0048 1,051.76 031321 N 0125.0 0049 3,724.12 121520 N 0115.0 0050 1,564.11 051120 N 0060.1 0051 758.47 101420 N 0086.1 0052 757.29 052720 N 0062.1 0053 8,800.10 052820 N 0063.1 0055 867.90 061820 N 0067.1 0059 3,981.37 020921 N 0138.0 0060 26,950.00 032821 N 0139.0 0061 12,523.11 030321 N 0140.0 0062 13,436.59 021821 N 0141.0 0063 1,381.27 033121 N 0142.0 005 0005 9,840.63 E.W. @ F.A.(+) 031220 N 0034.0 0005-1 -9,840.63 031220 N 0034.0 DAO CORRECTING ENTRY 0006 991.49 031020 N 0035.0 0007 16,264.70 031120 N 0036.0 0008 16,023.03 030920 N 0037.0 0010 2,283.34 040221 N 0132.0 0012 1,029.30 111320 N 0136.0 009 0006 45,507.40 E.W. @ U.P (+) 033021 N 0006 0 0007 123,470.00 041921 N 0007 0 010 0015 5,367.20 E.W. @ F.A.(+) 061820 N 0097.0 011 0012 2,366.49 E.W. @ F.A.(+) 062520 N 0099.0 017 0001 2,594.69 E.W. @ F.A.(+) 051420 N 0041.0 0002 5,053.06 080820 N 0074.0 0004 2,671.34 081020 N 0075.0 0008 3,755.94 122120 N 0105.0 0009 1,349.91 122420 N 0106.0 018 0002 1,362.04 E.W. @ F.A.(+) 080620 N 0039.0 0004 202.58 111220 N 0089.0 0005 1,209.02 122320 N 0111.0 019 0001 9,840.64 E.W. @ F.A.(+) 031220 N 0034.1 021 0004 30,000.00 E.W. @ U.P (+) 041321 N 0004 0 377,052.36 TOTAL THIS ESTIMATE 2,867,230.59 TOTAL PREVIOUS ESTIMATE 3,244,282.95 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 04/22/21 EST. NO. 013 TIME 02:38 PM R.E. NAME: MOHAMMAD SAMIMI 06-0S4604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAIL COMP STRENGTH -160.00 005 0.00 -160.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -1,000.00 007 REC'D PAYROLL EST.07 1,000.00 008 MISSING PAYROLL -1,000.00 013 -1,000.00 -1,000.00 TOTAL DEDUCTIONS -1,000.00 -1,160.00 PROGRAM CAS145 PAGE 1 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 02:38 PM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 04/22/21 LOCATION PROGRESS ESTIMATE 06-FRE-99-R0.9/R5.0 ----------------- GRANITE CONSTRUCTION COMPANY IN AND NEAR KINGSBURG FROM SR 2716 GRANITE COURT; 99/201 SEPARATION TO 0.3 MI. SOUTH FRESNO CA 93706 OF SECOND STREET UNDERCROSSING FED. AID NO. ACNH-P099(644)E PAVEMENT REHABILITATION (2R) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.050 250.00 0.850 4,250 003 TIME-RELATED OVERHEAD (LS) LS 940,000.0000 940,000.00 0.050 47,000.00 0.850 799,000 004 CONSTRUCTION AREA SIGNS LS 51,400.0000 51,400.00 0.250 12,850.00 0.850 43,690 005 TRAFFIC CONTROL SYSTEM LS 747,000.0000 747,000.00 0.050 37,350.00 0.850 634,950 006 FLASHING ARROW SIGN EA 900.0000 10,800.00 2.000 1,800 007 TYPE III BARRICADE EA 65.0000 780.00 18.000 1,170 008 TEMPORARY TRAFFIC STRIPE (TAPE) LF 1.8000 1,384,200.00 0.000 0 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 34,400.00 200.000 8,000 010 TEMPORARY PAVEMENT MARKER EA 3.0000 36,300.00 1,983.000 5,949.00 7,658.000 22,974 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 50,000.0000 50,000.00 0.050 2,500.00 0.850 42,500 012 TEMPORARY RAILING (TYPE K) LF 10.0000 1,120,000.00 24,500.000 245,000.00 111,046.000 1,110,460 013 TEMPORARY CRASH CUSHION MODULE EA 200.0000 24,000.00 98.000 19,600 014 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,500.0000 9,000.00 2.000 3,000.00 8.000 12,000 SYSTEM 015 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.050 2,500.00 0.850 42,500 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 0.750 2,100 PLAN 017 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 018 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 3,250.00 4.000 1,000.00 5.000 1,250 019 TEMPORARY FIBER ROLL LF 4.0000 10,760.00 905.000 3,620 020 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 1.000 5,000 021 STREET SWEEPING LS 250,000.0000 250,000.00 0.050 12,500.00 0.850 212,500 022 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 02:38 PM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5000 24,050.00 55,874.000 27,937 STRIPE (HAZARDOUS WASTE) 024 TREATED WOOD WASTE LB 0.3000 11,520.00 3,079.950 923.99 18,100.400 5,430 025 TEMPORARY HIGH-VISIBILITY FENCE LF 4.5000 9,855.00 0.000 0 026 CLEARING AND GRUBBING (LS) LS 100,000.0000 100,000.00 0.100 10,000.00 0.850 85,000 027 ROADWAY EXCAVATION CY 16.0000 763,200.00 1,329.500 21,272.00 32,602.900 521,646 028 ROADWAY EXCAVATION (TYPE Z-2) CY 210.0000 102,900.00 0.000 0 (AERIALLY DEPOSITED LEAD) 029 SHOULDER BACKING TON 55.0000 43,450.00 593.000 32,615.00 593.000 32,615 030 STRUCTURE EXCAVATION (RETAINING WALL) CY 50.0000 77,200.00 0.000 0 (F) 031 STRUCTURE BACKFILL (RETAINING WALL) CY 110.0000 101,200.00 0.000 0 (F) 032 PERVIOUS BACKFILL MATERIAL (RETAINING CY 140.0000 11,760.00 0.000 0 (F) WALL) 033 IMPORTED BORROW (CY) CY 8.0000 49,760.00 1,210.000 9,680.00 5,937.000 47,496 034 ROCK BLANKET SQFT 17.0000 40,460.00 874.000 14,858.00 2,379.000 40,443 035 SOIL AMENDMENT CY 100.0000 210.00 0.000 0 036 PACKET FERTILIZER EA 2.0000 174.00 0.000 0 037 PLANT (GROUP A) EA 35.0000 1,890.00 0.000 0 038 PLANT (GROUP B) EA 65.0000 715.00 0.000 0 039 MAINTAIN EXISTING PLANTED AREAS LS 13,750.0000 13,750.00 0.050 687.50 0.850 11,687 040 PLANT ESTABLISHMENT WORK LS 12,500.0000 12,500.00 0.000 0 041 WOOD MULCH CY 63.0000 33,390.00 240.000 15,120.00 240.000 15,120 042 ROOT PROTECTOR EA 30.0000 330.00 0.000 0 043 CHECK AND TEST EXISTING IRRIGATION LS 3,500.0000 3,500.00 1.000 3,500 FACILITIES 044 OPERATE EXISTING IRRIGATION FACILITIES LS 6,500.0000 6,500.00 0.050 325.00 0.850 5,525 045 CONTROL AND NEUTRAL CONDUCTORS LS 9,500.0000 9,500.00 0.220 2,090.00 0.220 2,090 (ARMOR-CLAD) 046 1 1/2" REMOTE CONTROL VALVE EA 600.0000 1,800.00 1.000 600.00 2.000 1,200 047 1 1/2" WYE STRAINER ASSEMBLY EA 375.0000 750.00 1.000 375 048 RISER SPRINKLER ASSEMBLY (GEAR DRIVEN) EA 80.0000 1,680.00 21.000 1,680 049 RISER SPRINKLER ASSEMBLY EA 50.0000 3,750.00 69.000 3,450 PROGRAM CAS145 PAGE 3 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 02:38 PM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 POP-UP SPRINKLER ASSEMBLY EA 60.0000 420.00 0.000 0 051 2" GATE VALVE EA 400.0000 1,200.00 1.000 400 052 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 6.0000 8,466.00 869.000 5,214 (F) LINE) 053 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 9.0000 2,736.00 304.000 2,736 (F) LINE) 054 1 1/4" PLASTIC PIPE (SCHEDULE 40) LF 9.0000 3,312.00 368.000 3,312 (F) (SUPPLY LINE) 055 2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 16,116.00 240.000 2,880.00 920.000 11,040 (F) (SUPPLY LINE) 056 2 1/2" PLASTIC PIPE (SCHEDULE 40) LF 15.0000 6,000.00 400.000 6,000 (F) (SUPPLY LINE) 057 BALL VALVE EA 350.0000 1,050.00 1.000 350.00 2.000 700 058 8" CORRUGATED HIGH DENSITY LF 275.0000 19,250.00 52.000 14,300 POLYETHYLENE PIPE CONDUIT 059 8" WELDED STEEL PIPE CONDUIT LF 450.0000 54,000.00 0.000 0 060 HYDROMULCH SQFT 0.0400 8,160.00 87,120.000 3,484 061 HYDROSEED SQFT 0.0600 12,240.00 87,120.000 5,227 062 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 298,080.00 58.590 3,163.86 4,270.520 230,608 063 HOT MIX ASPHALT (TYPE A) TON 78.0000 2,815,800.00 2,098.520 163,684.56 26,296.650 2,051,138 064 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 065 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 17,660.00 3,037.000 6,074.00 5,109.000 10,218 066 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 2,120.00 1,042.000 2,084 067 PLACE HOT MIX ASPHALT SQYD 75.0000 2,475.00 17.250 1,293.75 50.140 3,760 (MISCELLANEOUS AREA) 068 TACK COAT TON 550.0000 6,600.00 2.770 1,523.50 5.900 3,245 069 REMOVE ASPHALT CONCRETE DIKE LF 0.3000 4,410.00 6,214.000 1,864.20 15,173.400 4,552 070 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 13.0000 23,920.00 1,146.670 14,906.71 2,039.870 26,518 071 CONTINUOUSLY REINFORCED CONCRETE CY 225.0000 11,385,000.00 38,667.700 8,700,232 PAVEMENT 072 JOINTED PLAIN CONCRETE PAVEMENT CY 250.0000 2,407,500.00 5,693.700 1,423,425 073 ISOLATION JOINT SEAL (ASPHALT RUBBER) LF 7.2000 565,200.00 56,265.000 405,108 074 REMOVE CONCRETE PAVEMENT AND BASE CY 25.0000 1,277,500.00 1,785.840 44,646.00 47,291.760 1,182,294 075 GRIND EXISTING CONCRETE SQYD 6.0000 324,000.00 40,113.690 240,682 PAVEMENT 076 RETAINING WALL STEM (TYPE 6) SQFT 100.0000 623,000.00 0.000 0 (F) PROGRAM CAS145 PAGE 4 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 02:38 PM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,000.0000 44,000.00 22.000 44,000 078 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 82,840.00 16,568.000 82,840 (F) 079 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5000 8,284.00 16,568.000 8,284 (F) 080 24" REINFORCED CONCRETE PIPE LF 200.0000 28,000.00 96.000 19,200 081 24" CONCRETE FLARED END SECTION EA 650.0000 1,300.00 0.000 0 082 24" ALTERNATIVE FLARED END SECTION EA 700.0000 1,400.00 0.000 0 083 ABANDON CULVERT (LF) LF 7.0000 3,080.00 128.000 896 084 ABANDON INLET EA 800.0000 14,400.00 18.000 14,400 085 REMOVE CULVERT (LF) LF 4.5000 630.00 264.000 1,188 086 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 700.0000 5,600.00 2.000 1,400 087 REMOVE FLARED END SECTION (EA) EA 200.0000 600.00 0.000 0 088 CAP INLET EA 2,000.0000 2,000.00 1.000 2,000.00 2.000 4,000 089 CLEANING, INSPECTING, AND PREPARING LF 35.0000 28,350.00 508.000 17,780 CULVERT (LF) 090 CONCRETE INVERT PAVING CY 3,500.0000 14,000.00 0.000 0 091 SAND BACKFILL CY 500.0000 20,000.00 0.000 0 092 18" CURED-IN-PLACE PIPELINER LF 214.0000 59,920.00 0.000 0 093 24" CURED-IN-PLACE PIPELINER LF 197.0000 104,410.00 0.000 0 094 MINOR CONCRETE (PCC DIKE, TYPE E) LF 24.0000 70,320.00 1,098.000 26,352 095 MINOR CONCRETE (PCC DIKE, TYPE F) LF 22.0000 25,740.00 150.000 3,300 096 MINOR CONCRETE (PCC DIKE, TYPE C) LF 21.0000 1,575.00 75.000 1,575 097 MINOR CONCRETE (CURB) (CY) CY 710.0000 15,620.00 22.240 15,790 098 REMOVE PAVEMENT MARKER EA 0.9500 14,060.00 2,179.000 2,070.05 6,324.000 6,007 099 DELINEATOR (CLASS 1) EA 50.0000 10,500.00 0.000 0 100 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 12,360.00 0.000 0 101 OBJECT MARKER (TYPE P) EA 69.0000 621.00 0.000 0 102 REMOVE ROADSIDE SIGN EA 108.0000 20,520.00 55.000 5,940.00 132.000 14,256 103 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 19.0000 7,030.00 132.300 2,513 PROGRAM CAS145 PAGE 5 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 02:38 PM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,200.00 36.500 292.00 58.800 470 (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 4,230.00 143.500 1,291 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 1,260.00 47.200 424 (0.080"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 2,520.00 44.000 396 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 477.00 0.000 0 (0.063"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 4,230.00 320.000 2,880 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 110 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 2.5000 5,400.00 754.800 1,887 111 ROADSIDE SIGN - ONE POST EA 250.0000 19,500.00 24.000 6,000 112 ROADSIDE SIGN - TWO POST EA 375.0000 6,000.00 6.000 2,250 113 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 95.0000 570.00 1.000 95 METHOD) 114 INSTALL ROADSIDE SIGN EA 1,400.0000 11,200.00 3.000 4,200 (LAMINATED WOOD BOX POST) 115 FURNISH LAMINATED WOOD BOX POST (TYPE L) EA 2,100.0000 12,600.00 2.000 4,200 116 FURNISH LAMINATED WOOD BOX POST (TYPE M) EA 1,700.0000 20,400.00 4.000 6,800 117 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 31.0000 178,870.00 875.000 27,125.00 3,737.500 115,862 118 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 162,000.00 740.900 37,045.00 2,464.100 123,205 119 TRANSITION RAILING (TYPE WB-31) EA 4,600.0000 27,600.00 2.000 9,200.00 7.000 32,200 120 END CAP (TYPE A) EA 250.0000 750.00 3.000 750 121 END CAP (TYPE TC) EA 250.0000 1,500.00 2.000 500.00 7.000 1,750 122 END ANCHOR ASSEMBLY (TYPE SFT) EA 990.0000 24,750.00 6.000 5,940.00 19.000 18,810 123 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,300.0000 85,800.00 8.000 26,400.00 23.000 75,900 124 ALTERNATIVE CRASH CUSHION SYSTEM EA 52,000.0000 52,000.00 0.000 0 125 CONCRETE BARRIER (TYPE 60M) LF 91.0000 394,940.00 1,422.000 129,402.00 2,675.910 243,507 126 CONCRETE BARRIER (TYPE 60R) LF 400.0000 116,000.00 141.000 56,400.00 280.000 112,000 127 CONCRETE BARRIER (TYPE 60SD) LF 891.0000 178,200.00 49.000 43,659.00 256.500 228,541 128 CONCRETE BARRIER TRANSITION LF 1,440.0000 5,040.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 02:38 PM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 REMOVE GUARDRAIL LF 5.0000 29,850.00 784.000 3,920.00 6,227.750 31,138 130 REMOVE CONCRETE BARRIER LF 21.0000 96,600.00 27.000 567.00 4,567.000 95,907 131 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 9,130.00 0.000 0 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 133 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 280.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 134 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 3.2500 155,350.00 0.000 0 135 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 31,300.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 136 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 8,310.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 137 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 21,200.00 1,568.000 627.20 143,771.000 57,508 138 12" RUMBLE STRIP STA 187.0000 100,980.00 0.000 0 (CONCRETE PAVEMENT) 139 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 4.0000 177,200.00 0.000 0 (WARRANTY) 140 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 6.0000 15,660.00 0.000 0 (WARRANTY) 141 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 1.7500 178,500.00 0.000 0 (BROKEN 36-12)(WARRANTY) 142 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,300.0000 1,300.00 0.650 845 SYSTEM ELEMENTS DURING CONSTRUCTION 143 MODIFYING EXISTING ELECTRICAL SYSTEM LS 970,000.0000 970,000.00 0.053 51,410.00 0.680 659,600 PROGRAM CAS145 PAGE 7 DATE 04/22/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0S4604 TIME 02:38 PM ESTIMATE NO. 013 BID OPENING 11/08/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/21 R.E. NAME: MOHAMMAD SAMIMI DATE OF THIS ESTIMATE 04/22/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,120,954.32 20,210,542.83 ADJUSTMENT OF COMPENSATION 0.00 497,557.64 EXTRA WORK 377,052.36 2,746,725.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,498,006.68 23,454,825.78 144 MOBILIZATION LS 2,823,000.0000 2,823,000.00 1.000 2,823,000 ORIGINAL CONTRACT AMOUNT 32,597,806.00 TOTAL WORK COMPLETED 1,498,006.68 26,277,825.78 MATERIALS ON HAND ON SITE 83,261.00 DEDUCTIONS -1,000.00 -1,160.00 TOTAL 1,497,006.68 26,359,926.78 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 12/24/19 240 04/06/20 04/06/20 07/23/21 196 63 0 0 76% 82% PROGRESS IS SATISFACTORY MOHAMMAD SAMIMI RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/21