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 03/28/25 EST. NO. 034 TIME 09:41 AM R.E. NAME: ARASHDEEP PANNU 11-423704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 009 0006 18,134.31 E.W. @ F.A.(+) 121424 N 0232.0 0007 6,558.75 121424 N 0233.0 0008 22,194.66 121524 N 0234.0 0010 652.34 121524 N 0236.0 0011 7,398.96 121624 N 0237.0 0012 1,605.10 122024 N 0238.0 0013 5,267.54 010225 N 0239.0 0015 2,119.36 121324 N 0242.0 0017 9,771.20 121524 N 0235.1 014 0100 7,362.72 E.W. @ F.A.(+) 120424 N 0243.0 025 0017 884.58 E.W. @ F.A.(+) 103024 N 0228.0 81,949.52 TOTAL THIS ESTIMATE 2,571,819.73 TOTAL PREVIOUS ESTIMATE 2,653,769.25 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 03/28/25 EST. NO. 034 TIME 09:41 AM R.E. NAME: ARASHDEEP PANNU 11-423704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 3MON CPM SCHE DEL -523,000.00 006 ANNUAL 22 CEM 4401 -10,000.00 007 ANNUAL 22 CEM 4401 10,000.00 008 RELEASE WITHHOLD CPM 523,000.00 009 MONTHLY CPM UPDATES -10,000.00 027 MONTHLY CPM UPDATES -100,000.00 028 DTSC HAZARDEUS WAST -25,000.00 029 REFLECTOMETER SUBMIT -50,000.00 029 RELEASE WITHHOLD CPM 110,000.00 029 2024 ANNUAL CEM 4401 -10,000.00 031 DTSC HAZARDEUS WAST 25,000.00 032 FINAL CEM 4401 -10,000.00 032 FINAL 2402F/2403F -10,000.00 032 REFLECTOMETER SUBMIT 50,000.00 032 0.00 -30,000.00 LABOR COMPLIANCE VIOLATION DEL JAN 2023 CPR -5,000.00 008 DEL JUNE 2023 CPR -5,000.00 013 RECD DEL JAN 2023 5,000.00 015 DEL OCT 23 CPR -5,000.00 017 OTH OCT 23 CPR -5,000.00 017 DEL NOV 23 CPR -5,000.00 018 RTND DEL JUN 23 5,000.00 019 RECD NOV 23 DEL 5,000.00 021 RECD OCT 23 DEL 5,000.00 021 RECD OCT 23 OTH 5,000.00 021 0.00 0.00 TOTAL DEDUCTIONS 0.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 03/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 09:41 AM ESTIMATE NO. 034 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/31/25 R.E. NAME: ARASHDEEP PANNU DATE OF THIS ESTIMATE 03/28/25 LOCATION SEMI-FINAL ESTIMATE 11-SD-8-R31.8/R41.7 ------------------- GRANITE CONSTRUCTION COMPANY IN SAN DIEGO COUNTY NEAR ALPINE 5860 EL CAMINO REAL FROM VIEJAS CREEK BRIDGE TO PINE CARLSBAD CA 92008 VALLEY CREEK BRIDGE FED. AID NO. ACIM-008 -1(68)E PAVEMENT REHABILITATION ------------------------------------------------------------------------------------------------------------------------------------ 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 20,000.0000 20,000.00 1.000 20,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,250.0000 1,700,000.00 424.000 1,802,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 54,000.00 9.000 54,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 4,000.00 20.000 4,000 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 SAFETY QUALITY CONTROL MANAGER LS 100,000.0000 100,000.00 1.000 100,000 007 DEVELOP WATER SUPPLY LS 400,000.0000 400,000.00 1.000 400,000 008 CONSTRUCTION AREA SIGNS LS 70,000.0000 70,000.00 1.000 70,000 009 TRAFFIC CONTROL SYSTEM LS 418,000.0000 418,000.00 1.000 418,000 010 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 570.0000 34,200.00 59.000 33,630 011 TYPE III BARRICADE EA 250.0000 500.00 2.000 500 012 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.4000 8,536.00 2,785.000 12,254 013 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4100 152,520.00 571,029.000 234,121 014 PLASTIC TRAFFIC DRUMS EA 35.0000 22,400.00 1,251.000 43,785 015 PORTABLE RADAR SPEED FEEDBACK SIGN EA 100.0000 600.00 6.000 600 SYSTEM DAY 016 TEMPORARY PAVEMENT MARKER EA 3.6000 27,036.00 8,333.000 29,998 017 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 18,600.0000 93,000.00 6.000 111,600 018 TEMPORARY RAILING (TYPE K) LF 8.0000 824,000.00 79,490.000 635,920 019 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,290.0000 77,220.00 31.000 132,990 020 TEMPORARY CRASH CUSHION MODULE EA 280.0000 23,520.00 0.000 0 021 TEMPORARY RADAR SPEED FEEDBACK EA 200.0000 1,200.00 6.000 1,200 SIGN SYSTEM 022 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 PROGRAM CAS145 PAGE 2 DATE 03/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 09:41 AM ESTIMATE NO. 034 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/31/25 R.E. NAME: ARASHDEEP PANNU DATE OF THIS ESTIMATE 03/28/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 PREPARE STORM WATER POLLUTION PREVENTION LS 2,500.0000 2,500.00 1.000 2,500 PLAN 024 RAIN EVENT ACTION PLAN EA 500.0000 19,000.00 13.000 6,500 025 STORM WATER SAMPLING AND ANALYSIS DAY EA 62.0000 3,596.00 2.000 124 026 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 027 MOVE-IN/MOVE-OUT EA 1,020.0000 12,240.00 1.000 1,020 (TEMPORARY EROSION CONTROL) 028 TEMPORARY DRAINAGE INLET PROTECTION EA 183.5000 34,865.00 73.000 13,395 029 TEMPORARY FIBER ROLL LF 1.7500 151,375.00 5,411.400 9,469 030 TEMPORARY CONSTRUCTION ENTRANCE EA 3,320.0000 63,080.00 10.000 33,200 031 STREET SWEEPING LS 495,000.0000 495,000.00 1.000 495,000 032 TEMPORARY CONCRETE WASHOUT LS 35,000.0000 35,000.00 1.000 35,000 033 TEMPORARY WATER MANAGEMENT SYSTEM LS 6,000.0000 6,000.00 1.000 6,000 034 MANAGE SOLID WASTE GENERATED HR 295.0000 47,200.00 257.000 75,815 BY THE PUBLIC 035 RENEWABLE DIESEL REPORT EA 500.0000 4,000.00 0.000 0 036 TREATED WOOD WASTE LB 0.5000 43,050.00 78,980.000 39,490 037 REMOVE CONCRETE (CY) CY 300.0000 1,200.00 3.957 1,187 038 CLEARING AND GRUBBING (LS) LS 12,200.0000 12,200.00 1.000 12,200 039 ROADWAY EXCAVATION CY 67.0000 2,753,700.00 45,701.893 3,062,026 040 ROCK EXCAVATION CY 150.0000 177,000.00 1,177.600 176,640 041 SHOULDER BACKING TON 27.0000 375,300.00 15,399.964 415,799 042 DITCH EXCAVATION CY 275.0000 7,700.00 27.020 7,430 043 ROADSIDE CLEARING LS 15,100.0000 15,100.00 0.000 0 044 HYDROSEED SQFT 0.1000 33,300.00 119,750.000 11,975 045 COMPOST (CY) CY 43.0000 12,470.00 0.000 0 046 INCORPORATE MATERIALS SQFT 0.0200 3,740.00 0.000 0 047 CLASS 2 AGGREGATE BASE (CY) CY 65.0000 1,345,500.00 25,421.411 1,652,391 048 LEAN CONCRETE BASE RAPID SETTING CY 800.0000 30,400.00 38.000 30,400 049 REPLACE BASE CY 65.0000 2,470.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 09:41 AM ESTIMATE NO. 034 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/31/25 R.E. NAME: ARASHDEEP PANNU DATE OF THIS ESTIMATE 03/28/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BASE BOND BREAKER SQYD 6.0000 1,920.00 483.940 2,903 051 ASPHALTIC EMULSION (FOG SEAL COAT) TON 1,350.0000 32,400.00 11.240 15,174 052 HOT MIX ASPHALT (TYPE A) TON 100.0000 3,860,000.00 41,434.350 4,143,435 053 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 1.4000 8,260.00 13,746.600 19,245 054 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.6500 1,584.00 861.000 1,420 055 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 1.6000 18,240.00 3,572.000 5,715 056 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 71,145.00 62,018.120 83,724 057 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.9000 2,299.00 1,221.110 2,320 058 PLACE HOT MIX ASPHALT SQYD 37.0000 45,140.00 1,208.390 44,710 (MISCELLANEOUS AREA) 059 TACK COAT TON 830.0000 31,540.00 63.230 52,480 060 REMOVE ASPHALT CONCRETE DIKE LF 15.0000 3,750.00 246.000 3,690 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 135,000.00 70,697.420 141,394 062 CONTINUOUSLY REINFORCED CONCRETE CY 375.0000 16,537,500.00 42,836.780 16,063,792 PAVEMENT 063 DRILL AND BOND (DOWEL BAR) EA 20.0000 4,800.00 232.000 4,640 064 SPALL REPAIR (POLYESTER CONCRETE) SQYD 1,130.0000 135,600.00 135.695 153,335 065 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 1,510.0000 108,720.00 90.006 135,909 066 REPLACE JOINT SEAL (SILICONE) LF 3.2500 61,100.00 17,997.000 58,490 067 ISOLATION JOINT SEAL (SILICONE) LF 3.2500 197,925.00 50,782.000 165,041 068 REMOVE CONCRETE PAVEMENT AND BASE CY 40.0000 1,572,000.00 43,688.346 1,747,533 069 GRIND EXISTING CONCRETE SQYD 4.0000 91,600.00 21,509.470 86,037 PAVEMENT 070 AGGREGATE BASE (APPROACH SLAB) CY 560.0000 42,560.00 95.473 53,464 071 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,500.0000 825,000.00 564.395 846,592 (TYPE R) 072 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,530.0000 318,240.00 143.187 219,076 (TYPE R MODIFIED) 073 MINOR CONCRETE (MINOR STRUCTURE) CY 3,680.0000 11,776.00 3.200 11,776 (F) 074 PAVING NOTCH EXTENSION CF 323.0000 125,647.00 402.580 130,033 075 JOINT SEAL (MR 1/2") LF 82.0000 43,132.00 483.000 39,606 076 JOINT SEAL (TYPE AL) LF 72.0000 2,232.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 09:41 AM ESTIMATE NO. 034 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/31/25 R.E. NAME: ARASHDEEP PANNU DATE OF THIS ESTIMATE 03/28/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION A LS 229,000.0000 229,000.00 1.000 229,000 078 BRIDGE REMOVAL (PORTION), LOCATION B LS 83,600.0000 83,600.00 1.000 83,600 079 BRIDGE REMOVAL (PORTION), LOCATION C LS 62,700.0000 62,700.00 1.000 62,700 080 BRIDGE REMOVAL (PORTION), LOCATION D LS 56,900.0000 56,900.00 1.000 56,900 081 CLASS 5 PERMEABLE MATERIAL CY 131.0000 28,820.00 213.890 28,019 082 FILTER FABRIC CLASS D SQYD 6.0000 6,480.00 1,112.900 6,677 083 8" PLASTIC PIPE (SCHEDULE 40) LF 67.2500 2,017.50 24.000 1,614 084 CLASS 4 PERMEABLE MATERIAL CY 156.0000 26,520.00 160.420 25,025 085 MODIFIED OBSERVATION WELL EA 1,370.0000 32,880.00 24.000 32,880 086 18" SLOTTED CORRUGATED STEEL PIPE LF 219.0000 19,929.00 92.000 20,148 (.064" THICK) 087 4" SLOTTED PLASTIC PIPE UNDERDRAIN LF 21.5000 28,595.00 1,300.000 27,950 088 8" PERFORATED PLASTIC PIPE LF 840.0000 20,160.00 24.000 20,160 (SCHEDULE 40) 089 3" PLASTIC PIPE (EDGE DRAIN) LF 25.2500 406,525.00 16,267.020 410,742 090 3" PLASTIC PIPE (EDGE DRAIN OUTLET) LF 123.5000 133,380.00 1,076.100 132,898 091 36" PRECAST CONCRETE PIPE INLET LF 860.0000 14,620.00 16.580 14,258 092 MODIFY INLET EA 5,010.0000 95,190.00 19.000 95,190 093 CLEANING, INSPECTING, AND PREPARING LF 60.0000 4,800.00 80.000 4,800 CULVERT (LF) 094 CONCRETE INVERT PAVING CY 6,310.0000 63,100.00 9.700 61,207 095 ROCK SLOPE PROTECTION CY 365.0000 372,300.00 1,072.950 391,626 (60 LB, CLASS II, METHOD B) (CY) 096 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 17.2500 3,105.00 185.840 3,205 097 DETECTABLE WARNING SURFACE SQFT 50.0000 850.00 16.500 825 098 MINOR CONCRETE (CURB, SIDEWALK AND CY 1,390.0000 5,560.00 3.957 5,500 CURB RAMP) 099 PRE/POST CONSTRUCTION SURVEYS EA 3,750.0000 3,750.00 1.000 3,750 100 MISCELLANEOUS IRON AND STEEL LB 3.0000 10,107.00 3,369.000 10,107 (F) 101 PAVEMENT MARKER EA 15.5000 60,605.00 4,171.000 64,650 (RETROREFLECTIVE-RECESSED) 102 TREATMENT BEST MANAGEMENT EA 200.0000 2,400.00 24.000 4,800 PRACTICE MARKER 103 REMOVE ROADSIDE SIGN EA 95.0000 2,375.00 25.000 2,375 PROGRAM CAS145 PAGE 5 DATE 03/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 09:41 AM ESTIMATE NO. 034 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/31/25 R.E. NAME: ARASHDEEP PANNU DATE OF THIS ESTIMATE 03/28/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 26.0000 14,040.00 537.000 13,962 105 FURNISH LAMINATED PANEL SIGN SQFT 28.0000 6,160.00 218.500 6,118 (2 1/2"-TYPE H) 106 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.5000 2,520.00 244.520 2,567 (0.063"-UNFRAMED) 107 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 4,070.00 366.500 4,031 (0.080"-UNFRAMED) 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.5000 1,925.00 104.250 1,824 (0.063"-FRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 3,960.00 212.750 3,829 (0.080"-FRAMED) 110 ROADSIDE SIGN - ONE POST EA 335.0000 7,705.00 25.000 8,375 111 ROADSIDE SIGN - TWO POST EA 640.0000 2,560.00 4.000 2,560 112 SIGN POST SUPPORT SYSTEM EA 3,250.0000 9,750.00 5.000 16,250 113 INSTALL ROADSIDE SIGN PANEL ON EA 85.0000 4,505.00 53.000 4,505 EXISTING POST 114 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 51.0000 409,530.00 8,079.000 412,029 115 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 66.0000 47,520.00 593.000 39,138 (STEEL POST) 116 TRANSITION RAILING (TYPE WB-31) EA 5,460.0000 54,600.00 10.000 54,600 117 RAIL TENSIONING ASSEMBLY EA 880.0000 4,400.00 5.000 4,400 118 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,130.0000 5,650.00 5.000 5,650 119 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 40,000.00 9.000 45,000 120 MAX-TENSION MEDIAN TERMINAL SYSTEM EA 13,700.0000 68,500.00 5.000 68,500 121 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 251.0000 598,886.00 2,386.000 598,886 (F) 122 REMOVE GUARDRAIL LF 7.7500 49,910.00 7,180.000 55,645 123 SALVAGE METAL BRIDGE RAILING LF 16.5000 36,531.00 2,114.500 34,889 124 REMOVE PAINTED TRAFFIC STRIPE LF 0.4100 215,660.00 421,966.000 173,006 125 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.7800 19,734.00 2,373.000 1,850 126 12" RUMBLE STRIP STA 72.0000 36,720.00 507.350 36,529 (ASPHALT CONCRETE PAVEMENT) 127 12" RUMBLE STRIP STA 89.5000 34,010.00 465.750 41,684 (CONCRETE PAVEMENT) 128 THERMOPLASTIC PAVEMENT MARKING SQFT 16.5000 40,095.00 2,331.900 38,476 (ENHANCED WET NIGHT VISIBILITY) (RECESSED) 129 6" METHYL METHACRYLATE PAINT LF 3.6500 419,750.00 141,977.000 518,216 TRAFFIC STRIPE (RECESSED) PROGRAM CAS145 PAGE 6 DATE 03/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 09:41 AM ESTIMATE NO. 034 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/31/25 R.E. NAME: ARASHDEEP PANNU DATE OF THIS ESTIMATE 03/28/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 6" METHYL METHACRYLATE PAINT LF 3.1000 2,139.00 969.000 3,003 TRAFFIC STRIPE (RECESSED, BROKEN 17-7) 131 6" METHYL METHACRYLATE PAINT LF 1.5500 158,100.00 114,013.000 176,720 TRAFFIC STRIPE (RECESSED, BROKEN 36-12) 132 8" METHYL METHACRYLATE PAINT LF 10.2500 2,972.50 290.000 2,972 TRAFFIC STRIPE (RECESSED) 133 12" METHYL METHACRYLATE PAINT LF 8.3000 27,473.00 4,065.000 33,739 TRAFFIC STRIPE (RECESSED) 134 CONTRAST STRIPE PAINT (1-COAT) LF 0.3100 43,090.00 159,380.600 49,407 135 SUBSURFACE LOCATOR LS 6,120.0000 6,120.00 1.000 6,120 136 CENSUS SYSTEM LS 167,300.0000 167,300.00 1.000 167,300 137 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/28/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-423704 TIME 09:41 AM ESTIMATE NO. 034 BID OPENING 12/17/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/31/25 R.E. NAME: ARASHDEEP PANNU DATE OF THIS ESTIMATE 03/28/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 38,913,106.50 ADJUSTMENT OF COMPENSATION 0.00 129,281.50 EXTRA WORK 81,949.52 2,524,487.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 81,949.52 41,566,875.75 138 MOBILIZATION LS 3,585,018.0000 3,585,018.00 1.000 3,585,018 ORIGINAL CONTRACT AMOUNT 41,973,000.00 TOTAL WORK COMPLETED 81,949.52 45,151,893.75 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -30,000.00 TOTAL 81,949.52 45,121,893.75 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/03/22 400 06/27/22 06/27/22 01/31/25 424 221 24 0 100% 100% ARASHDEEP PANNU RESIDENT ENGINEER