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 06/17/21 EST. NO. 027 TIME 02:30 PM R.E. NAME: BRAR, PARAMDEEP 04-1G4304 --------------------------------------------------------------------------- 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 0044 1,443.31 E.W. @ F.A.(+) 040221 N 0265.0 008 0063 1,398.52 E.W. @ F.A.(+) 100319 N 0175.0 0064 6,185.52 071320 N 0144.0 0065 3,385.68 072020 N 0145.0 0066 3,455.13 072120 N 0146.0 0067 2,971.43 072220 N 0147.0 0068 4,472.94 072320 N 0148.0 0069 1,685.29 092819 N 0171.0 0070 4,685.16 100219 N 0174.0 0071 4,213.44 081220 N 0176.0 0072 6,142.45 081720 N 0177.0 0073 3,145.87 081820 N 0178.0 0074 4,647.82 081920 N 0179.0 0075 1,890.62 100719 N 0188.0 0076 3,366.14 101519 N 0189.0 0077 8,146.77 020720 N 0197.0 0078 5,517.52 061620 N 0198.0 0079 4,008.30 061720 N 0199.0 0080 3,233.55 070120 N 0202.0 0081 3,455.13 070220 N 0203.0 0082 5,117.07 070920 N 0204.0 0083 6,265.41 071020 N 0205.0 0084 4,318.93 072920 N 0206.0 010 0001 7,273.83 E.W. @ F.A.(+) 040521 N 0266.0 0002 2,848.42 040621 N 0267.0 103,274.25 TOTAL THIS ESTIMATE 829,286.80 TOTAL PREVIOUS ESTIMATE 932,561.05 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 06/17/21 EST. NO. 027 TIME 02:30 PM R.E. NAME: BRAR, PARAMDEEP 04-1G4304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING CPM UPDATES -54,675.58 006 RETURN MISSING CPM 54,675.58 008 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 06/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G4304 TIME 02:30 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/21 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 06/17/21 LOCATION PROGRESS ESTIMATE 04-NAP-128-R7.4/7.4 ----------------- GHILOTTI CONSTRUCTION CO. NEAR RUTHERFORD, AT CONN CREEK INC. BRIDGE NO. 21-0021 246 GHILOTTI AVENUE SANTA ROSA CA 95407 FED. AID NO. B1ST-P128(61)E REPLACE BRIDGE. ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,675.0000 2,675.00 1.000 2,675 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.750 3,750 003 TIME-RELATED OVERHEAD (LS) LS 648,000.0000 648,000.00 1.000 648,000 004 CONSTRUCTION AREA SIGNS LS 8,400.0000 8,400.00 1.000 8,400 005 TRAFFIC CONTROL SYSTEM LS 40,000.0000 40,000.00 1.000 40,000 006 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 38,000.0000 38,000.00 1.000 38,000 007 TEMPORARY RAILING (TYPE K) LF 30.0000 36,000.00 1,100.000 33,000 008 TEMPORARY CRASH CUSHION MODULE EA 300.0000 21,000.00 49.000 14,700 009 JOB SITE MANAGEMENT LS 18,800.0000 18,800.00 1.000 18,800 010 PREPARE STORM WATER POLLUTION PREVENTION LS 1,950.0000 1,950.00 0.750 1,462 PLAN 011 RAIN EVENT ACTION PLAN EA 500.0000 45,000.00 18.000 9,000 012 STORM WATER SAMPLING AND ANALYSIS DAY EA 500.0000 41,000.00 5.000 2,500 013 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000 014 TEMPORARY COVER SQYD 10.0000 6,400.00 3,040.000 30,400 015 TEMPORARY CHECK DAM LF 30.0000 900.00 30.000 900 016 TEMPORARY FIBER ROLL LF 10.0000 1,400.00 100.000 1,000 017 TEMPORARY SILT FENCE LF 10.0000 3,800.00 1,039.000 10,390 018 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 5,000.00 1.000 5,000 019 TEMPORARY CONSTRUCTION ROADWAY SQYD 50.0000 15,000.00 300.000 15,000 020 STREET SWEEPING LS 12,800.0000 12,800.00 1.000 12,800 021 TEMPORARY ACTIVE TREATMENT SYSTEM LS 68,000.0000 68,000.00 1.000 68,000 022 TEMPORARY CONCRETE WASHOUT LS 5,000.0000 5,000.00 1.000 5,000 PROGRAM CAS145 PAGE 2 DATE 06/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G4304 TIME 02:30 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/21 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 06/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 300.0000 28,500.00 0.000 0 024 WATER QUALITY MONITORING REPORT EA 500.0000 2,500.00 0.000 0 025 TEMPORARY CREEK DIVERSION SYSTEM LS 168,000.0000 168,000.00 1.000 168,000 026 ASBESTOS COMPLIANCE PLAN LS 1,495.0000 1,495.00 1.000 1,495 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.5000 10,260.00 2,228.000 10,026 STRIPE (HAZARDOUS WASTE) 028 TREATED WOOD WASTE LB 0.5000 1,000.00 2,000.000 1,000 029 DUST CONTROL PLAN LS 995.0000 995.00 1.000 995 (NATURALLY OCCURRING ASBESTOS) 030 TEMPORARY HIGH-VISIBILITY FENCE LF 10.0000 10,000.00 0.000 0 031 TEMPORARY TIMBER CONSTRUCTION MAT LS 18,000.0000 18,000.00 1.000 18,000 032 CLEARING AND GRUBBING (LS) LS 38,000.0000 38,000.00 1.000 38,000 033 ROADWAY EXCAVATION CY 50.0000 75,000.00 0.000 0 (NATURALLY OCCURRING ASBESTOS) 034 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 50.0000 42,500.00 0.000 0 ASBESTOS) (SELECTED MATERIAL) 035 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 50.0000 22,500.00 0.000 0 ASBESTOS) (SELECTED MATERIAL)(FINE AGGREGATE) 036 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 50.0000 16,500.00 0.000 0 ASBESTOS) (SELECTED MATERIAL)(NATURAL) 037 ROADWAY EXCAVATION (NATURALLY OCCURRING CY 50.0000 1,800.00 0.000 0 ASBESTOS) (SELECTED MATERIAL)(COBBLES) 038 STRUCTURE EXCAVATION(BRIDGE) (NATURALLY CY 250.0000 118,500.00 474.000 118,500 (F) OCCURRING ASBESTOS) 039 STRUCTURE EXCAVATION(TYPE D) (NATURALLY CY 150.0000 3,000.00 20.000 3,000 (F) OCCURRING ASBESTOS) 040 STRUCTURE EXCAVATION (GROUND ANCHOR CY 350.0000 31,500.00 90.000 31,500 (F) WALL)(TYPE D) (NATURALLY OCCURRING ASBESTOS) 041 STRUCTURE BACKFILL (BRIDGE) CY 650.0000 65,650.00 101.000 65,650 (F) 042 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 650.0000 33,150.00 51.000 33,150 (F) 043 DITCH EXCAVATION (NATURALLY OCCURRING CY 60.0000 4,980.00 83.000 4,980 ASBESTOS) 044 IMPORTED BORROW (CY) CY 40.0000 1,280.00 32.000 1,280 045 SOIL AMENDMENT CY 400.0000 2,000.00 5.000 2,000 046 PACKET FERTILIZER EA 3.0000 810.00 270.000 810 047 PLANT (GROUP H) EA 50.0000 7,000.00 140.000 7,000 048 PLANT (GROUP I) EA 95.0000 3,135.00 33.000 3,135 PROGRAM CAS145 PAGE 3 DATE 06/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G4304 TIME 02:30 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/21 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 06/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 049 PLANT (GROUP A) EA 38.0000 3,724.00 98.000 3,724 050 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.088 1,848.00 0.536 11,256 051 WOOD MULCH CY 200.0000 2,800.00 14.000 2,800 052 FOLIAGE PROTECTOR EA 95.0000 3,135.00 33.000 3,135 053 2" WYE STRAINER ASSEMBLY EA 700.0000 700.00 1.000 700 054 2" GALVANIZED STEEL PIPE LF 20.0000 2,400.00 120.000 2,400 (F) (SUPPLY LINE ON BRIDGE) 055 RISER SPRINKLER ASSEMBLY EA 35.0000 6,650.00 190.000 6,650 056 CAM COUPLER ASSEMBLY EA 1,500.0000 1,500.00 1.000 1,500 057 2" GATE VALVE EA 400.0000 400.00 1.000 400 058 1" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 11.0000 9,680.00 880.000 9,680 (F) LINE) 059 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 12.0000 6,840.00 570.000 6,840 (F) (SUPPLY LINE) 060 2" PLASTIC PIPE (CLASS 315) LF 50.0000 1,000.00 20.000 1,000 (F) (SUPPLY LINE) 061 BALL VALVE EA 500.0000 1,500.00 3.000 1,500 062 PLANT TUBE EA 300.0000 1,800.00 6.000 1,800 063 IMPORTED BIOFILTRATION SOIL CY 150.0000 5,850.00 39.000 5,850 064 IMPORTED TOPSOIL (CY) CY 250.0000 7,500.00 30.000 7,500 065 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4800 4,992.00 10,400.000 4,992 066 HYDROMULCH SQFT 0.0900 2,304.00 26,000.000 2,340 067 FIBER ROLLS LF 2.3000 2,898.00 1,260.000 2,898 068 HYDROSEED SQFT 0.1400 3,584.00 25,600.000 3,584 069 COMPOST (CY) CY 100.0000 3,700.00 37.000 3,700 070 INCORPORATE MATERIALS SQFT 1.2500 1,500.00 1,200.000 1,500 071 CLASS 2 AGGREGATE BASE (CY) CY 450.0000 11,700.00 26.000 11,700 072 LEAN CONCRETE BASE CY 450.0000 17,550.00 39.000 17,550 073 CRACK TREATMENT LNMI 22,000.0000 11,000.00 0.500 11,000 074 PREPAVING INERTIAL PROFILER LS 2,500.0000 2,500.00 0.000 0 075 HOT MIX ASPHALT (TYPE A) TON 160.0000 27,200.00 318.000 50,880 PROGRAM CAS145 PAGE 4 DATE 06/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G4304 TIME 02:30 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/21 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 06/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 180.0000 106,200.00 556.000 100,080 077 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 54.0000 4,806.00 235.000 12,690 078 TACK COAT TON 2,600.0000 2,860.00 1.100 2,860 079 REMOVE ASPHALT CONCRETE PAVEMENT (SQFT) SQFT 1.0000 13,700.00 13,700.000 13,700 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.0000 8,160.00 2,720.000 8,160 081 GROUND ANCHOR (SUBHORIZONTAL) EA 5,100.0000 178,500.00 38.000 193,800 082 TEMPORARY SOIL NAIL LF 175.2500 34,699.50 198.000 34,699 083 TEST BORINGS LS 50,000.0000 50,000.00 1.000 50,000 084 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 400.0000 313,600.00 784.000 313,600 085 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 455,000.00 364.000 455,000 086 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 151,500.00 101.000 151,500 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 1,500.0000 261,000.00 174.000 261,000 (F) (POLYMER FIBER) 088 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,000.0000 47,000.00 47.000 47,000 (F) (TYPE EQ) 089 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,000.0000 11,700.00 3.900 11,700 (F) 090 STRUCTURE CONCRETE, JUNCTION STRUCTURE CY 3,000.0000 54,000.00 18.000 54,000 (F) 091 BENT CAP WITH COLUMN MOCK-UP LS 15,000.0000 15,000.00 1.000 15,000 092 FURNISH PRECAST CONCRETE ABUTMENT EA 47,900.0000 383,200.00 8.000 383,200 SEGMENT 093 FURNISH PRECAST CONCRETE PIER CAP EA 87,700.0000 175,400.00 2.000 175,400 SEGMENT 094 FURNISH PRECAST CONCRETE COLUMN EA 35,800.0000 143,200.00 4.000 143,200 095 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 88.0000 771,408.00 8,766.000 771,408 SLAB (TYPE SIV) 096 ERECT PRECAST CONCRETE ABUTMENT SEGMENT EA 8,300.0000 66,400.00 8.000 66,400 097 ERECT PRECAST CONCRETE PIER CAP SEGMENT EA 15,000.0000 30,000.00 2.000 30,000 098 ERECT PRECAST CONCRETE COLUMN EA 12,000.0000 48,000.00 4.000 48,000 099 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 7,000.0000 238,000.00 34.000 238,000 UNIT 100 JOINT SEAL (MR 1") LF 152.0000 19,760.00 136.000 20,672 101 BAR REINFORCING STEEL (BRIDGE) LB 1.7500 298,369.75 170,497.000 298,369 (F) 102 BAR REINFORCING STEEL (RETAINING WALL) LB 1.5000 37,263.00 24,842.000 37,263 (F) PROGRAM CAS145 PAGE 5 DATE 06/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G4304 TIME 02:30 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/21 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 06/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 HEADED BAR REINFORCEMENT EA 90.0000 360.00 4.000 360 (F) 104 STRUCTURAL SHOTCRETE CY 645.0000 96,750.00 176.200 113,649 105 BRIDGE REMOVAL LS 288,000.0000 288,000.00 1.000 288,000 106 18" ALTERNATIVE PIPE CULVERT LF 125.0000 40,000.00 320.000 40,000 107 72" REINFORCED CONCRETE PIPE LF 1,500.0000 52,500.00 35.000 52,500 108 GEOMEMBRANE SQYD 15.0000 2,400.00 160.000 2,400 109 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 30.0000 4,200.00 140.000 4,200 110 GEOCOMPOSITE DRAIN SQFT 2.0000 302.00 151.000 302 111 DRAINAGE INLET MARKER EA 100.0000 200.00 2.000 200 112 36" REINFORCED CONCRETE PIPE RISER LF 400.0000 1,760.00 4.400 1,760 113 ABANDON CULVERT (LF) LF 500.0000 6,000.00 12.000 6,000 114 REMOVE CULVERT (LF) LF 500.0000 14,500.00 29.000 14,500 115 ROCK SLOPE PROTECTION CY 200.0000 28,000.00 0.000 0 (1T, CLASS VIII, METHOD A) 116 ROCK SLOPE PROTECTION CY 200.0000 150,000.00 0.000 0 (300 LB, CLASS IV, METHOD B) (CY) 117 ROCK SLOPE PROTECTION CY 200.0000 84,000.00 0.000 0 (1T, CLASS VIII, METHOD B) 118 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.0000 4,000.00 0.000 0 119 MISCELLANEOUS IRON AND STEEL LB 4.0000 5,400.00 1,350.000 5,400 (F) 120 CHAIN LINK FENCE (TYPE CL-6) LF 89.0000 2,314.00 33.000 2,937 121 16' CHAIN LINK GATE (TYPE CL-6) EA 1,925.0000 1,925.00 1.000 1,925 122 REMOVE FENCE LF 43.7500 1,750.00 40.000 1,750 123 REMOVE GATE EA 1,050.0000 1,050.00 1.000 1,050 124 REMOVE PAVEMENT MARKER EA 6.0000 444.00 74.000 444 125 PAVEMENT MARKER (RETROREFLECTIVE) EA 12.0000 1,008.00 108.000 1,296 126 VEGETATION CONTROL (MINOR CONCRETE) SQYD 175.0000 10,150.00 58.000 10,150 127 TRANSITION RAILING (TYPE WB-31) EA 4,900.0000 9,800.00 2.000 9,800 128 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,500.0000 9,000.00 2.000 9,000 129 CONCRETE BARRIER (TYPE 60MS) LF 145.0000 8,410.00 58.000 8,410 PROGRAM CAS145 PAGE 6 DATE 06/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G4304 TIME 02:30 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/21 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 06/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 CALIFORNIA ST-20S BRIDGE RAIL (MODIFIED) LF 535.0000 155,685.00 291.000 155,685 (F) 131 REMOVE GUARDRAIL LF 15.0000 2,550.00 170.000 2,550 132 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.2500 14,490.00 9,533.000 21,449 133 8" THERMOPLASTIC TRAFFIC STRIPE LF 4.2500 2,380.00 620.000 2,635 134 6" THERMOPLASTIC TRAFFIC STRIPE LF 5.0000 2,600.00 520.000 2,600 (BROKEN 8-4) 135 THERMOPLASTIC PAVEMENT MARKING SQFT 20.0000 10,600.00 536.000 10,720 (ENHANCED WET NIGHT VISIBILITY) 136 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.4000 7,154.00 5,110.000 7,154 137 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 8.5000 3,740.00 440.000 3,740 PROGRAM CAS145 PAGE 7 DATE 06/17/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1G4304 TIME 02:30 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/21 R.E. NAME: BRAR, PARAMDEEP DATE OF THIS ESTIMATE 06/17/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,848.00 6,375,446.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 103,274.25 932,561.05 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 105,122.25 7,308,007.05 138 MOBILIZATION LS 650,000.0000 650,000.00 1.000 650,000 ORIGINAL CONTRACT AMOUNT 7,493,735.25 TOTAL WORK COMPLETED 105,122.25 7,958,007.05 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 105,122.25 7,958,007.05 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 04/22/19 325 06/17/19 06/17/19 01/11/22 426 74 0 0 98% 100% PROGRESS IS SATISFACTORY BRAR, PARAMDEEP RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/21