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 08/22/22 EST. NO. 030 TIME 03:40 PM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-0Q1214 --------------------------------------------------------------------------- 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 0021 1,000.00 E.W. @ F.A.(+) 083021 N 0360.0 0022 1,000.00 031122 N 0361.0 027 0050 2,542.05 E.W. @ F.A.(+) 061022 N 0359.0 029 0014 7,088.79 E.W. @ F.A.(+) 061022 N 0358.0 030 0076 1,669.54 E.W. @ F.A.(+) 101921 N 0349.1 0077 1,669.54 111621 N 0350.1 0078 1,669.54 121421 N 0351.1 0079 1,669.54 011122 N 0352.1 0080 1,669.54 092121 N 0348.2 0081 1,669.54 020822 N 0353.1 0082 1,669.54 030822 N 0354.1 0083 1,704.11 092121 N 0355.1 0084 1,669.54 092321 N 0356.1 0085 563.40 102121 N 0357.0 033 0008 4,724.19 E.W. @ F.A.(+) 103021 N 0345.0 31,978.86 TOTAL THIS ESTIMATE 338,212.49 TOTAL PREVIOUS ESTIMATE 370,191.35 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 08/22/22 EST. NO. 030 TIME 03:40 PM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-0Q1214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM & SWPPP 25% -69,810.04 005 CPM&SWPPP 25% 69,810.04 006 RESTAKING -2,800.00 007 DEDUCTION 10% SAFETY -17,718.41 009 PREVIOUS DEDUCTION 17,718.41 010 LATE CPM UPDATE 25% -209,635.03 012 RELEASE CPM DEDUCT 209,635.03 014 STRUCTURAL CONCRETE -2,799.75 014 RELEASE STR DEDUCT 2,799.75 015 STRUCTURES DEDUCT -1,245.00 015 SWPPP 9-1.16E(3) -157,053.97 016 EST 16 SWPPP 157,053.97 017 PERFORM FAIL MULT -395,765.29 017 SEPTEMBER DBE -10,000.00 018 WINTERIZATION PLAN -25,000.00 018 SWPPP RETURN 345,762.02 020 CPM UPDATE MISSING -10,000.00 021 CRCP CONTROL CHARTS -50,000.00 021 SWPPP RETURN 50,000.00 021 CRCP REJECTED AREAS -55,000.00 022 SWPP TRAIN MISSING -390,000.00 022 CMP UPDATE 10,000.00 023 CRCP CONTROL CHARTS 50,000.00 023 SEPTEMBER DBE 10,000.00 023 SWPPP TRAINING 390,000.00 023 SWPPP WITHOLD 3.27 023 WINTERIZATION PLAN 25,000.00 023 0.00 -59,045.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -5,000.00 003 MISSING PAYROLLS -10,000.00 004 MISSING PAYROLLS -10,000.00 005 RECD PAYROLLS EST 3 5,000.00 007 RECD PAYROLLS EST 5 10,000.00 007 MISSING PAYROLLS -10,000.00 008 RECD PAYROLLS EST 4 10,000.00 011 RECD PAYROLLS EST 8 10,000.00 011 MISSING PAYROLLS -10,000.00 014 RECD PAYROLLS EST 14 10,000.00 021 MISSING PAYROLLS -5,000.00 028 RECD PAYROLS EST 28 5,000.00 030 5,000.00 0.00 TOTAL DEDUCTIONS 5,000.00 -59,045.00 PROGRAM CAS145 PAGE 1 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 03:40 PM ESTIMATE NO. 030 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 08/22/22 LOCATION PROGRESS ESTIMATE 10-MER-99-28.2/R37.3 ----------------- SECURITY PAVING COMPANY INC IN MERCED COUNTY IN LIVINSTON ON 3075 TOWNSGATE RD #200 STATE ROUTE 99 FROM 0.8 MILE SOUTH WESTLAKE VILLAGE CA 91361 OF HAMMATT AVENUE TO MERCED/STANISLAUS COUNTY LINE. FED. AID NO. EPNH-P099(639)E LANE WIDENING FROM 2 TO 3 LANES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,947.3200 4,947.32 1.000 4,947 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,515.1200 5,515.12 0.550 3,033 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,500.0000 1,540,000.00 354.000 1,947,000 004 CONSTRUCTION AREA SIGNS LS 114,438.6100 114,438.61 0.800 91,550 005 TRAFFIC CONTROL SYSTEM LS 296,856.5200 296,856.52 1.000 296,856 006 ALTERNATIVE TEMPORARY CRASH CUSHION EA 6,618.1400 33,090.70 0.000 0 007 TYPE III BARRICADE EA 148.9100 3,573.84 12.000 1,786 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.7200 95,760.00 135,650.000 97,668 009 CHANNELIZER (SURFACE MOUNTED) EA 38.6100 1,621.62 42.000 1,621 010 PLASTIC TRAFFIC DRUMS EA 121.3300 3,639.90 0.000 0 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 13,236.2700 13,236.27 1.000 13,236 012 TEMPORARY RAILING (TYPE K) LF 20.0400 879,756.00 41,180.000 825,247 013 TEMPORARY CRASH CUSHION MODULE EA 426.3600 51,163.20 88.000 37,519 014 TEMPORARY TRAFFIC SCREEN LF 4.9700 218,183.00 1,420.000 7,057 015 JOB SITE MANAGEMENT LS 37,401.3000 37,401.30 1.000 37,401 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,757.5600 2,757.56 0.500 1,378 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 20,500.00 10.000 5,000 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 165.4600 6,783.86 9.000 1,489 019 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 2.000 4,000 020 MOVE-IN/MOVE-OUT EA 1,042.3600 4,169.44 4.000 4,169 (TEMPORARY EROSION CONTROL) 021 TEMPORARY HYDRAULIC MULCH SQYD 0.7700 44,275.00 56,791.600 43,729 (BONDED FIBER MATRIX) 022 TEMPORARY DRAINAGE INLET PROTECTION EA 360.0800 28,446.32 53.000 19,084 PROGRAM CAS145 PAGE 2 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 03:40 PM ESTIMATE NO. 030 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 4.1900 1,550.30 160.000 670 024 TEMPORARY REINFORCED SILT FENCE LF 5.9500 10,888.50 0.000 0 025 TEMPORARY STRAW BALE BARRIER LF 5.4900 9,333.00 0.000 0 026 STREET SWEEPING LS 248,488.9700 248,488.97 0.500 124,244 027 TEMPORARY CONCRETE WASHOUT LS 82,726.7000 82,726.70 1.000 82,726 028 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 330.9100 4,632.74 4.000 1,323 029 WATER QUALITY MONITORING REPORT EA 275.7600 4,963.68 2.000 551 030 WATER QUALITY ANNUAL REPORT EA 3,309.0700 6,618.14 2.000 6,618 031 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.1300 49,381.00 0.000 0 STRIPE (HAZARDOUS WASTE) 032 TREATED WOOD WASTE LB 0.1600 4,240.00 21,240.000 3,398 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 126,847.6200 126,847.62 0.900 114,162 034 NATURAL RESOURCE PROTECTION PLAN LS 5,515.1200 5,515.12 1.000 5,515 035 REMOVE CONCRETE (CY) CY 283.7100 6,525.33 23.000 6,525 036 TEMPORARY HIGH-VISIBILITY FENCE LF 11.7300 8,445.60 480.000 5,630 037 CLEARING AND GRUBBING (LS) LS 21,813.3800 21,813.38 0.900 19,632 038 ROADWAY EXCAVATION CY 15.4600 856,484.00 41,401.220 640,062 039 STRUCTURE EXCAVATION (BRIDGE) CY 131.9600 68,883.12 522.000 68,883 (F) 040 STRUCTURE BACKFILL (BRIDGE) CY 175.8400 57,851.36 329.000 57,851 (F) 041 STRUCTURE BACKFILL (SLURRY CEMENT) CY 141.3100 12,152.66 0.000 0 042 WOOD MULCH CY 33.1000 60,242.00 273.000 9,036 043 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,042.3600 2,084.72 2.000 2,084 044 BONDED FIBER MATRIX (SQFT) SQFT 0.1300 76,310.00 496,497.000 64,544 045 COMPOST (CY) CY 38.6100 70,270.20 1,440.000 55,598 046 INCORPORATE MATERIALS SQFT 0.0200 11,740.00 372,495.000 7,449 047 CLASS 2 AGGREGATE SUBBASE CY 49.0400 1,221,096.00 19,880.900 974,959 048 CLASS 2 AGGREGATE BASE (CY) CY 158.0500 15,805.00 99.600 15,741 049 HOT MIX ASPHALT (TYPE A) TON 78.6500 2,068,495.00 21,342.830 1,678,613 PROGRAM CAS145 PAGE 3 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 03:40 PM ESTIMATE NO. 030 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.7500 5,180.00 2,914.000 5,099 051 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.7500 542.50 335.500 587 052 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.7500 8,120.00 4,342.000 7,598 053 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 0.6500 253.50 392.500 255 054 TACK COAT TON 827.2700 42,190.77 22.990 19,018 055 REMOVE ASPHALT CONCRETE DIKE LF 3.2900 27,274.10 9,943.000 32,712 056 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1600 110,656.00 6,093.300 25,348 057 CONTINUOUSLY REINFORCED CONCRETE CY 219.8100 7,693,350.00 33,890.030 7,449,367 PAVEMENT 058 ABRASIVE BLASTING SQFT 3.5700 95,319.00 21,820.000 77,897 059 FURNISH POLYESTER CONCRETE INLAY CF 113.5200 303,098.40 2,523.210 286,434 060 PLACE POLYESTER CONCRETE INLAY SQFT 8.0200 214,134.00 21,820.000 174,996 061 ISOLATION JOINT SEAL (PREFORMED LF 3.4700 140,188.00 38,981.000 135,264 COMPRESSION) 062 GRIND EXISTING CONCRETE SQYD 5.5200 117,024.00 21,199.500 117,021 PAVEMENT 063 JACKING SUPERSTRUCTURE LS 55,151.1400 55,151.14 0.000 0 064 FURNISH PILING (CLASS 140) LF 74.4500 201,461.70 2,706.600 201,506 (ALTERNATIVE W) 065 DRIVE PILE (CLASS 140) EA 1,645.7100 78,994.08 48.000 78,994 (ALTERNATIVE W) 066 FURNISH PILING (CLASS 200) LF 94.3000 66,010.00 699.940 66,004 (ALTERNATIVE W) 067 DRIVE PILE (CLASS 200) EA 2,071.4700 24,857.64 12.000 24,857 (ALTERNATIVE W) 068 16" CAST-IN-DRILLED-HOLE CONCRETE LF 148.9000 433,299.00 2,913.930 433,884 PILING (SOUND WALL) 069 60" CAST-IN-DRILLED-HOLE CONCRETE LF 836.5200 36,806.88 44.000 36,806 PILE (SIGN FOUNDATION) 070 PRESTRESSING CAST-IN-PLACE CONCRETE LS 130,204.1100 130,204.11 1.000 130,204 071 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 700.9900 46,265.34 66.000 46,265 (F) 072 STRUCTURAL CONCRETE, BRIDGE CY 1,151.1400 764,356.96 664.400 764,817 (F) 073 STRUCTURAL CONCRETE, BRIDGE CY 1,374.4800 446,706.00 325.000 446,706 (F) (POLYMER FIBER) 074 STRUCTURAL CONCRETE, APPROACH SLAB CY 909.0100 136,351.50 175.000 159,076 (F) (TYPE N) 075 DRILL AND BOND DOWEL LF 37.5500 10,063.40 263.000 9,875 076 CLEAN EXPANSION JOINT LF 19.7100 3,370.41 96.000 1,892 PROGRAM CAS145 PAGE 4 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 03:40 PM ESTIMATE NO. 030 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (MR 1") LF 36.1200 4,298.28 48.000 1,733 078 JOINT SEAL (MR 1 1/2") LF 45.8300 5,499.60 114.000 5,224 079 JOINT SEAL ASSEMBLY (MR 2 1/2") LF 600.9300 12,018.60 20.000 12,018 080 JOINT SEAL ASSEMBLY (MR 3") LF 600.9300 12,018.60 20.000 12,018 081 BAR REINFORCING STEEL LB 1.5700 22,451.00 14,300.000 22,451 (F) 082 BAR REINFORCING STEEL (BRIDGE) LB 1.6400 373,346.00 227,650.500 373,346 (F) 083 FURNISH SIGN STRUCTURE (TRUSS) LB 5.5100 153,133.92 27,792.000 153,133 (F) 084 INSTALL SIGN STRUCTURE (TRUSS) LB 0.5500 15,285.60 27,792.000 15,285 (F) 085 SOUND WALL (MASONRY BLOCK) SQFT 30.1300 330,013.89 10,843.000 326,699 (F) 086 BRIDGE REMOVAL (PORTION), LOCATION A LS 72,857.9700 72,857.97 1.000 72,857 087 BRIDGE REMOVAL (PORTION), LOCATION B LS 81,180.2700 81,180.27 1.000 81,180 088 BRIDGE REMOVAL (PORTION), LOCATION C LS 69,258.8000 69,258.80 1.000 69,258 089 24" ALTERNATIVE PIPE CULVERT LF 144.6500 24,590.50 170.000 24,590 090 8" PERFORATED STEEL PIPE UNDERDRAIN LF 92.1900 5,347.02 58.000 5,347 (.064" THICK) 091 PERMEABLE MATERIAL (BRIDGE) CY 88.2400 882.40 10.000 882 (F) 092 24" ALTERNATIVE FLARED END SECTION EA 496.3600 992.72 0.000 0 093 INLET DEPRESSION EA 788.7800 29,973.64 39.000 30,762 094 REMOVE EDGE DRAIN LF 8.6000 20,038.00 2,600.000 22,360 095 ADJUST INLET EA 275.7500 1,654.50 1.000 275 096 SLOPE PAVING (CONCRETE) CY 926.5400 43,547.38 47.000 43,547 097 ROCK SLOPE PROTECTION CY 884.6200 3,538.48 0.000 0 (60 LB, CLASS II, METHOD B) (CY) 098 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 0.8500 22.10 0.000 0 099 MINOR CONCRETE (MISCELLANEOUS CY 248.2100 37,231.50 147.800 36,685 CONSTRUCTION) 100 MANHOLE FRAME AND COVER EA 1,103.0300 3,309.09 3.000 3,309 101 4' CHAIN LINK GATE (TYPE CL-6) EA 2,757.5600 5,515.12 2.000 5,515 102 REMOVE PAVEMENT MARKER EA 0.9100 3,612.70 2,010.000 1,829 103 DELINEATOR (CLASS 1) EA 60.6700 14,560.80 235.000 14,257 PROGRAM CAS145 PAGE 5 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 03:40 PM ESTIMATE NO. 030 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 GUARD RAILING DELINEATOR EA 44.1200 7,941.60 122.000 5,382 105 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0700 20,553.50 2,010.000 8,180 106 OBJECT MARKER (TYPE L) EA 71.7000 932.10 2.000 143 107 OBJECT MARKER (TYPE P) EA 115.8200 3,590.42 13.000 1,505 108 REMOVE ROADSIDE SIGN EA 82.7200 165.44 0.000 0 109 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 29.7800 99,763.00 2,763.000 82,282 110 VEGETATION CONTROL (MINOR CONCRETE) SQYD 57.9100 1,604,107.00 26,346.770 1,525,741 111 SINGLE THRIE BEAM BARRIER (STEEL POST) LF 31.1600 98,465.60 3,823.000 119,124 112 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 44.4000 1,314,240.00 29,538.000 1,311,487 113 TRANSITION RAILING (TYPE STB) EA 4,081.1800 4,081.18 0.000 0 114 TRANSITION RAILING (TYPE DTB) EA 4,081.1800 20,405.90 7.000 28,568 115 TRANSITION RAILING (TYPE WB-31) EA 4,081.1800 44,892.98 6.000 24,487 116 END ANCHOR ASSEMBLY (TYPE SFT) EA 992.7200 16,876.24 15.000 14,890 117 END ANCHOR ASSEMBLY (TYPE CA) EA 882.4100 9,706.51 8.000 7,059 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,198.7700 73,571.71 17.000 54,379 119 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 200.0100 50,002.50 250.000 50,002 120 CONCRETE BARRIER (TYPE 836) LF 132.6200 98,138.80 740.000 98,138 (F) 121 CONCRETE BARRIER (TYPE 736SV) LF 158.7000 187,266.00 1,168.780 185,485 122 REMOVE GUARDRAIL LF 8.8200 17,816.40 2,780.450 24,523 123 SALVAGE DOUBLE THRIE BEAM BARRIER LF 8.8200 2,116.80 312.500 2,756 124 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 33.1000 10,923.00 375.000 12,412 125 THERMOPLASTIC PAVEMENT MARKING SQFT 31.7000 4,121.00 122.200 3,873 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 73,702.00 76,372.000 65,679 (ENHANCED WET NIGHT VISIBILITY) (CONTRAST TREATMENT)(BROKEN 36-12) 127 8" THERMOPLASTIC TRAFFIC STRIPE D LF 1.9500 6,961.50 3,720.000 7,254 (WET NIGHT VISIBILITY)(CONTRAST TREATMENT) 128 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.8600 2,548.20 840.000 1,562 (ENHANCED WET NIGHT VISIBILITY) (CONTRAST TREATMENT)(BROKEN 12-3) PROGRAM CAS145 PAGE 6 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 03:40 PM ESTIMATE NO. 030 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 129 6" THERMOPLASTIC TRAFFIC STRIPE D LF 0.8600 1,298.60 970.000 834 (WET NIGHT VISIBILITY)(CONTRAST TREATMENT)(BROKEN 17-7) 130 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6800 29,580.00 42,569.000 28,946 (ENHANCED WET NIGHT VISIBILITY) 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 34,228.00 30,023.000 25,819 (ENHANCED WET NIGHT VISIBILITY) (CONTRAST TREATMENT) 132 REMOVE PAINTED TRAFFIC STRIPE LF 0.5900 59,000.00 37,917.000 22,371 133 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6300 20,538.00 19,465.000 12,262 134 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 13.5800 1,765.40 0.000 0 135 12" RUMBLE STRIP STA 24.3200 4,620.80 190.000 4,620 (ASPHALT CONCRETE PAVEMENT) 136 12" RUMBLE STRIP STA 202.9900 111,644.50 550.000 111,644 (CONCRETE PAVEMENT) 137 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,917.0800 2,917.08 1.000 2,917 SYSTEM ELEMENTS DURING CONSTRUCTION 138 ROADSIDE WEATHER INFORMATION SYSTEM LS 175,025.1000 175,025.10 0.971 169,949 139 TRAFFIC MONITORING STATION SYSTEM LS 408,391.8900 408,391.89 0.977 398,998 140 CHANGEABLE MESSAGE SIGN SYSTEM LS 145,854.2500 145,854.25 0.976 142,353 141 CAMERA SYSTEMS LS 99,180.8900 99,180.89 0.951 94,321 142 FIBER OPTIC CABLE SYSTEMS LS 2,858,743.2800 2,858,743.28 0.982 2,807,285 143 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,575,225.8900 1,575,225.89 0.974 1,534,270 144 REMOVING EXISTING ELECTRICAL SYSTEM LS 29,170.8500 29,170.85 0.904 26,370 PROGRAM CAS145 PAGE 7 DATE 08/22/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0Q1214 TIME 03:40 PM ESTIMATE NO. 030 BID OPENING 09/11/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/22 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 08/22/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 28,474,554.03 ADJUSTMENT OF COMPENSATION 0.00 -93,518.14 EXTRA WORK 31,978.86 463,709.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 31,978.86 28,844,745.38 145 MOBILIZATION LS 620,000.0000 620,000.00 1.000 620,000 ORIGINAL CONTRACT AMOUNT 31,010,980.54 TOTAL WORK COMPLETED 31,978.86 29,464,745.38 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 5,000.00 -59,045.00 TOTAL 36,978.86 29,405,700.38 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 12/24/19 280 02/18/20 02/18/20 08/25/22 350 262 74 0 91% 99% PROGRESS IS SATISFACTORY OBAIDULLAH RASHID "ABDUL" RESIDENT ENGINEER