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 10/24/23 EST. NO. 030 TIME 06:05 PM R.E. NAME: AMRIT BRAR 06-442554 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0017 4,004.39 E.W. @ F.A.(+) 081623 N 0188.0 0018 3,164.31 082923 N 0189.0 0019 500.50 061523 N 0209.0 018 0004 2,498.89 E.W. @ F.A.(+) 062723 N 0190.0 0005 4,694.68 053123 N 0191.0 0006 3,235.33 051223 N 0192.0 0007 3,310.30 071923 N 0193.0 0008 3,525.91 072023 N 0194.0 033 0003 3,643.60 E.W. @ F.A.(+) 070723 N 0167.0 0005 570.19 062923 N 0195.0 0006 1,604.86 063023 N 0196.0 0007 2,232.24 070623 N 0197.0 0008 1,610.62 070723 N 0198.0 0009 4,063.26 071823 N 0199.0 0010 2,911.72 070523 N 0210.0 0011 2,555.02 070623 N 0211.0 035 0004 514.36 E.W. @ F.A.(+) 062823 N 0200.0 0005 3,282.39 062923 N 0201.0 0006 3,325.24 070523 N 0202.0 0007 1,065.01 070623 N 0203.0 0008 1,863.80 071223 N 0204.0 0009 2,338.51 071323 N 0205.0 0010 2,860.84 071423 N 0206.0 039 0001 8,194.72 E.W. @ F.A.(+) 082323 N 0184.0 0002 3,893.64 082423 N 0185.0 0003 12,313.21 082523 N 0186.0 0004 1,575.18 071723 N 0207.0 0005 3,137.34 071223 N 0208.0 88,490.06 TOTAL THIS ESTIMATE 1,888,249.76 TOTAL PREVIOUS ESTIMATE 1,976,739.82 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 10/24/23 EST. NO. 030 TIME 06:05 PM R.E. NAME: AMRIT BRAR 06-442554 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISS ANNUAL CEM-4401 -10,000.00 009 LC NON-COMPLIANCE -10,000.00 015 RELEASE LC NONCOMP 10,000.00 016 REC'D CEM-4401 FEB22 10,000.00 023 MISSING CEM-2406 -10,000.00 028 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLL -2,000.00 009 REC'D PAYROLL EST.09 2,000.00 011 MISSING PAYROLL -10,000.00 020 MISSING PAYROLL -10,000.00 021 REC'D PAYROLL EST.20 10,000.00 022 REC'D PAYROLL EST.21 10,000.00 022 MISSING PAYROLL -10,000.00 027 MISSING PAYROLLS -10,000.00 030 RECD PAYROLLS EST 27 10,000.00 030 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442554 TIME 06:05 PM ESTIMATE NO. 030 BID OPENING 11/05/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/24/23 LOCATION PROGRESS ESTIMATE 06-KER-46-29.7/31.9 ----------------- GRANITE CONSTRUCTION COMPANY ON STATE ROUTE 46, FROM THE 3005 JAMES ROAD INTERSECTION OF BROWNS MATERIAL BAKERSFIELD CA 93308 ROAD TO 0.3 MILES EAST OF LOST HILLS ROAD. FED. AID NO. PLUL-6206(31)N 2-LANE CONVENTIONAL HIGHWAY TO ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.500 500.00 1.000 1,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,050.0000 1,478,250.00 25.000 101,250.00 363.000 1,470,150 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 48,000.00 10.000 60,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 6.000 1,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 47,500.0000 47,500.00 0.030 1,425.00 0.950 45,125 007 TRAFFIC CONTROL SYSTEM LS 225,000.0000 225,000.00 0.060 13,500.00 0.990 222,750 008 TYPE III BARRICADE EA 65.0000 25,350.00 102.000 6,630 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.0000 15,570.00 165.000 495.00 2,917.000 8,751 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4500 73,350.00 6,518.000 2,933.10 74,022.000 33,309 011 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 24,960.00 393.000 9,432 012 PLASTIC TRAFFIC DRUMS EA 35.0000 21,000.00 164.000 5,740 013 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 2,200.00 0.890 89.00 22.890 2,289 SYSTEM DAY 014 TEMPORARY PAVEMENT MARKER EA 4.4000 14,168.00 190.000 836.00 2,053.000 9,033 015 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 20,000.0000 20,000.00 0.060 1,200.00 0.970 19,400 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 34,000.0000 34,000.00 0.060 2,040.00 0.970 32,980 017 TEMPORARY RAILING (TYPE K) LF 7.0000 164,500.00 22,640.000 158,480 018 TEMPORARY ALTERNATIVE CRASH CUSHION EA 2,400.0000 81,600.00 34.000 81,600 TERMINAL SYSTEMS 019 TEMPORARY RADAR SPEED FEEDBACK EA 7,000.0000 42,000.00 6.000 42,000 SIGN SYSTEM 020 JOB SITE MANAGEMENT LS 25,000.0000 25,000.00 0.090 2,250.00 1.000 25,000 021 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 0.250 625.00 1.000 2,500 PLAN 022 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 PROGRAM CAS145 PAGE 2 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442554 TIME 06:05 PM ESTIMATE NO. 030 BID OPENING 11/05/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT EA 310.0000 2,480.00 6.000 1,860 (TEMPORARY EROSION CONTROL) 024 TEMPORARY HYDRAULIC MULCH SQYD 0.7500 3,000.00 0.000 0 025 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 4,200.00 28.000 4,200 026 TEMPORARY FIBER ROLL LF 5.0000 91,000.00 13,677.000 68,385 027 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 25,000.00 8.000 40,000 028 STREET SWEEPING LS 60,000.0000 60,000.00 0.060 3,600.00 0.970 58,200 029 TEMPORARY CONCRETE WASHOUT LS 7,000.0000 7,000.00 0.060 420.00 0.970 6,790 030 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 250.0000 1,000.00 0.000 0 031 WATER QUALITY MONITORING REPORT EA 500.0000 2,000.00 0.000 0 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6000 16,740.00 12,947.000 7,768.20 26,235.300 15,741 STRIPE (HAZARDOUS WASTE) 033 TREATED WOOD WASTE LB 0.5000 4,650.00 3,945.000 1,972 034 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 035 ROADWAY EXCAVATION CY 22.0000 1,227,600.00 51,442.140 1,131,727 036 STRUCTURE EXCAVATION (BRIDGE) CY 400.0000 88,800.00 222.000 88,800 (F) 037 STRUCTURE EXCAVATION (RETAINING WALL) CY 11.0000 18,183.00 1,653.000 18,183 (F) 038 STRUCTURE BACKFILL (BRIDGE) CY 600.0000 69,600.00 116.000 69,600 (F) 039 STRUCTURE BACKFILL (RETAINING WALL) CY 20.0000 69,660.00 3,483.000 69,660 (F) 040 GROUND MONITORING LS 80,000.0000 80,000.00 1.000 80,000 041 IMPORTED BORROW (CY) CY 0.5000 11,100.00 0.000 0 042 WOOD MULCH CY 33.0000 57,750.00 976.000 32,208 043 HYDROMULCH SQFT 0.0200 16,540.00 605,784.000 12,115 044 FIBER ROLLS LF 3.5000 63,700.00 9,863.000 34,520 045 HYDROSEED SQFT 0.0800 66,160.00 605,784.000 48,462 046 CLASS 2 AGGREGATE BASE (CY) CY 39.0000 2,371,200.00 34,252.390 1,335,843 047 HOT MIX ASPHALT (TYPE A) TON 82.0000 2,870,000.00 39,313.470 3,223,704 048 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 106.0000 1,590,000.00 11,608.810 1,230,533 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 12.5000 10,250.00 54.000 675.00 854.000 10,675 PROGRAM CAS145 PAGE 3 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442554 TIME 06:05 PM ESTIMATE NO. 030 BID OPENING 11/05/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PLACE HOT MIX ASPHALT SQYD 20.0000 20,000.00 1,000.000 20,000 (MISCELLANEOUS AREA) 051 TACK COAT TON 350.0000 42,000.00 27.780 9,723 052 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 6,100.00 61.000 6,100 053 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 425.0000 382,500.00 900.000 382,500 054 PRESTRESSING PRECAST GIRDER LS 225,000.0000 225,000.00 1.000 225,000 055 STRUCTURAL CONCRETE, BRIDGE CY 1,250.0000 453,750.00 363.000 453,750 (F) 056 STRUCTURAL CONCRETE, BRIDGE CY 1,250.0000 341,250.00 287.000 358,750 (F) (POLYMER FIBER) 057 STRUCTURAL CONCRETE, RETAINING WALL CY 500.0000 386,000.00 772.000 386,000 (F) 058 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 140,400.00 156.000 140,400 (F) (TYPE N) 059 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 122,400.00 136.000 122,400 (TYPE R) 060 STRUCTURAL CONCRETE, HEADWALL CY 2,000.0000 12,400.00 6.200 12,400 (F) 061 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,800.0000 114,800.00 0.900 2,520.00 33.000 92,400 062 PAVING NOTCH EXTENSION CF 175.0000 12,600.00 72.000 12,600 063 CLEAN EXPANSION JOINT LF 80.0000 7,680.00 96.000 7,680 064 FURNISH PRECAST PRESTRESSED CONCRETE EA 56,200.0000 1,180,200.00 21.000 1,180,200 GIRDER (70'-80') 065 ERECT PRECAST PRESTRESSED CONCRETE EA 36,000.0000 756,000.00 21.000 756,000 GIRDER 066 JOINT SEAL (MR 1 1/2") LF 92.0000 19,688.00 214.000 19,688 067 BAR REINFORCING STEEL (BRIDGE) LB 1.0700 325,253.25 303,975.000 325,253 (F) 068 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 99,283.00 99,283.000 99,283 (F) 069 REMOVE SIGN STRUCTURE (EA) EA 6,500.0000 6,500.00 1.000 6,500 070 18" ALTERNATIVE PIPE CULVERT LF 90.0000 27,900.00 501.000 45,090 071 24" ALTERNATIVE PIPE CULVERT LF 100.0000 48,000.00 475.100 47,510 072 CONCRETE BACKFILL (PIPE TRENCH) CY 190.0000 43,510.00 199.400 37,886 (F) 073 12" REINFORCED CONCRETE PIPE LF 80.0000 42,400.00 528.000 42,240 074 18" REINFORCED CONCRETE PIPE LF 90.0000 77,400.00 820.400 73,836 075 24" REINFORCED CONCRETE PIPE LF 100.0000 113,000.00 1,079.600 107,960 076 36" REINFORCED CONCRETE PIPE LF 130.0000 193,700.00 1,487.400 193,362 PROGRAM CAS145 PAGE 4 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442554 TIME 06:05 PM ESTIMATE NO. 030 BID OPENING 11/05/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 12" WELDED STEEL PIPE CASING (BRIDGE) LF 155.0000 46,190.00 298.000 46,190 078 20" WELDED STEEL PIPE CASING (BRIDGE) LF 165.0000 49,170.00 298.000 49,170 079 18" ALTERNATIVE FLARED END SECTION EA 400.0000 4,400.00 13.000 5,200 080 24" ALTERNATIVE FLARED END SECTION EA 500.0000 4,000.00 8.000 4,000 081 48" PRECAST CONCRETE PIPE MANHOLE LF 900.0000 21,600.00 24.000 21,600 082 REMOVE CULVERT (LF) LF 14.0000 3,640.00 372.000 5,208 083 REMOVE INLET EA 1,200.0000 1,200.00 1.000 1,200 084 REMOVE FLARED END SECTION (EA) EA 100.0000 600.00 8.000 800 085 CAP INLET EA 2,000.0000 4,000.00 2.000 4,000 086 ROCK SLOPE PROTECTION CY 180.0000 13,500.00 49.000 8,820 (20 LB, CLASS I, METHOD B) (CY) 087 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 6.0000 1,560.00 356.000 2,136 088 MINOR CONCRETE (GUTTER) (LF) LF 125.0000 2,875.00 23.000 2,875 089 DETECTABLE WARNING SURFACE SQFT 35.0000 15,400.00 440.000 15,400 090 MINOR CONCRETE (MISCELLANEOUS CY 390.0000 366,600.00 860.950 335,770 CONSTRUCTION) 091 MINOR CONCRETE (GUTTER DEPRESSION) CY 1,200.0000 3,720.00 3.100 3,720 092 REMOVE CONCRETE CURB (LF) LF 4.0000 18,560.00 3,354.700 13,418 093 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 10.0000 21,200.00 2,120.330 21,203 094 MISCELLANEOUS IRON AND STEEL LB 2.5000 16,362.50 6,545.000 16,362 (F) 095 MISCELLANEOUS METAL (BRIDGE) LB 12.0000 111,384.00 9,282.000 111,384 (F) 096 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 51,300.00 1,597.000 47,910 097 16' CHAIN LINK GATE (TYPE CL-6) EA 2,100.0000 12,600.00 5.000 10,500 098 REMOVE FENCE LF 11.0000 3,410.00 543.000 5,973 099 REMOVE PAVEMENT MARKER EA 1.1000 1,254.00 237.000 260.70 763.000 839 100 DELINEATOR (CLASS 2) EA 25.0000 4,000.00 0.000 0 101 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 10,000.00 1,862.000 9,310 102 REMOVE ROADSIDE SIGN EA 140.0000 8,120.00 58.000 8,120 103 RESET ROADSIDE SIGN EA 250.0000 1,250.00 5.000 1,250 PROGRAM CAS145 PAGE 5 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442554 TIME 06:05 PM ESTIMATE NO. 030 BID OPENING 11/05/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ 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 12.0000 9,720.00 810.000 9,720 (0.063"-UNFRAMED) 105 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,640.00 280.000 3,640 (0.080"-UNFRAMED) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0000 3,040.00 160.000 3,040 (0.063"-FRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 3,000.00 150.000 3,000 (0.080"-FRAMED) 108 SIGN POST ENHANCED CONSPICUITY SQFT 12.0000 900.00 75.000 900 RETROREFLECTIVE SHEETING (TYPE XI) 109 ROADSIDE SIGN - ONE POST EA 310.0000 29,450.00 56.000 17,360.00 72.000 22,320 110 ROADSIDE SIGN - TWO POST EA 710.0000 7,100.00 9.000 6,390.00 9.000 6,390 111 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 300.0000 3,300.00 0.000 0 METHOD) 112 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 34.0000 5,780.00 163.000 5,542 113 CHAIN LINK RAILING (TYPE 7) LF 105.0000 62,265.00 593.000 62,265 (F) 114 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 1.000 1,000 115 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,600.0000 3,600.00 1.000 3,600 116 REUSABLE CRASH CUSHION EA 40,000.0000 160,000.00 3.000 120,000.00 4.000 160,000 117 CONCRETE BARRIER (TYPE 60MC) LF 280.0000 70,000.00 250.000 70,000 118 CONCRETE BARRIER (TYPE 60MD) LF 100.0000 49,000.00 490.000 49,000 119 CONCRETE BARRIER (TYPE 60MS) LF 150.0000 33,000.00 220.000 33,000 120 CONCRETE BARRIER (TYPE 732SW LF 230.0000 65,550.00 285.000 65,550 (F) MODIFIED) 121 CONCRETE BARRIER (TYPE 836) LF 125.0000 112,625.00 901.000 112,625 (F) 122 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 130.0000 37,050.00 285.000 37,050 (F) 123 REMOVE GUARDRAIL LF 7.0000 1,750.00 245.000 1,715 124 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5000 32,230.00 578.000 3,179.00 5,302.000 29,161 (ENHANCED WET NIGHT VISIBILITY) 125 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 920.00 828.000 414 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 126 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 18,700.00 1,210.000 605.00 36,045.000 18,022 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 127 PAINT TRAFFIC STRIPE (1-COAT) LF 2.2000 1,760.00 0.000 0 128 9" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.0000 2,800.00 0.000 0 (BROKEN 36-12) 129 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0500 63,105.00 8,773.000 9,211.65 54,020.000 56,721 (ENHANCED WET NIGHT VISIBILITY) PROGRAM CAS145 PAGE 6 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442554 TIME 06:05 PM ESTIMATE NO. 030 BID OPENING 11/05/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,400.00 726.000 1,452 (ENHANCED WET NIGHT VISIBILITY) 131 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 11,240.00 28,708.220 11,483 132 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 2,100.00 1,227.000 6,135 133 6" TRAFFIC STRIPE TAPE (WARRANTY) LF 7.0000 16,800.00 283.000 1,981.00 849.000 5,943 134 SIGNAL AND LIGHTING SYSTEM LS 415,000.0000 415,000.00 1.000 415,000 135 PEDESTRIAN HYBRID BEACON SYSTEMS LS 160,000.0000 160,000.00 0.963 154,080 136 INTERCONNECTION CONDUIT AND CABLE (LS) LS 35,000.0000 35,000.00 1.000 35,000 137 TEMPORARY FLASHING BEACON SYSTEMS LS 110,000.0000 110,000.00 1.000 110,000 138 REMOVING SIGNAL AND LIGHTING SYSTEMS LS 15,000.0000 15,000.00 1.000 15,000 139 REMOVING FLASHING BEACON SYSTEMS LS 3,000.0000 3,000.00 1.000 3,000 PROGRAM CAS145 PAGE 7 DATE 10/24/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-442554 TIME 06:05 PM ESTIMATE NO. 030 BID OPENING 11/05/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/23 R.E. NAME: AMRIT BRAR DATE OF THIS ESTIMATE 10/24/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 301,113.65 17,306,192.81 ADJUSTMENT OF COMPENSATION 0.00 658,660.23 EXTRA WORK 88,490.06 1,318,079.59 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 389,603.71 19,282,932.63 140 MOBILIZATION LS 750,000.0000 750,000.00 1.000 750,000 ORIGINAL CONTRACT AMOUNT 19,537,995.75 TOTAL WORK COMPLETED 389,603.71 20,032,932.63 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 389,603.71 20,012,932.63 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 02/02/21 365 04/01/21 04/01/21 10/21/23 365 270 0 0 98% 100% PROGRESS IS SATISFACTORY AMRIT BRAR RESIDENT ENGINEER