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 09/19/22 EST. NO. 026 TIME 04:18 PM R.E. NAME: DUNNE, RYAN 01-0B0904 --------------------------------------------------------------------------- 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 0106 2,902.21 E.W. @ F.A.(+) 060222 N 0185.0 016 0043 468.00 E.W. @ F.A.(+) 063022 N 0191.0 023 0001 14,929.64 A.C. @ L.S.(+) 052422 N GSB010 024 0001 1,145.76 A.C. @ L.S.(+) 052422 N GSB020 19,445.61 TOTAL THIS ESTIMATE 771,982.86 TOTAL PREVIOUS ESTIMATE 791,428.47 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 09/19/22 EST. NO. 026 TIME 04:18 PM R.E. NAME: DUNNE, RYAN 01-0B0904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PILE 1 ANOMOLY -500.00 006 RELEASE PILE DEDUCT 500.00 007 PILE DEDUCTION -1,000.00 009 PRECAST TEMP. DEDUCT -5,500.00 010 1 PILE 2 LEFT -2,000.00 011 1 PILE 3 RIGHT -2,000.00 011 SOURCE MATERIAL INSP -9,000.00 018 0.00 -19,500.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 11/21 -10,000.00 016 PER LTR DATED 12/21 -2,000.00 017 RETURN DEDUCT 11/21 10,000.00 017 RELEASE 12/21 DEDUCT 2,000.00 018 PER 2/22 LETTER -10,000.00 019 PER LTR 4/22 DEDUCT -1,000.00 021 RELEASE 2/22 DEDUCT 10,000.00 022 PER 6/22 LTR DEDUCT -1,000.00 023 RELEASE 4/22 DEDUCT 1,000.00 023 PER 8/22 LTR DEDUCT -1,000.00 025 RELEASE 6/22 DEDUCT 1,000.00 025 PER LTR 9/22 DEDUCT -1,000.00 026 RELEASE 8/22 DEDUCT 1,000.00 026 0.00 -1,000.00 TOTAL DEDUCTIONS 0.00 -20,500.00 PROGRAM CAS145 PAGE 1 DATE 09/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0904 TIME 04:18 PM ESTIMATE NO. 026 BID OPENING 03/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 09/19/22 LOCATION PROGRESS ESTIMATE 01-DN-101-8.2/8.7 ----------------- GOLDEN STATE BRIDGE, INC. IN DEL NORTE COUNTY NEAR KLAMATH AT 3701 MALLARD DRIVE; PANTHER CREEK BRIDGE #01-0025 AND BENICIA CA 94510 AT HUNTER CREEK BRIDGE #01-0003 FED. AID NO. N O N 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 4,000.0000 4,000.00 1.000 4,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 15,000.0000 15,000.00 0.750 11,250 003 TIME-RELATED OVERHEAD (LS) LS 2,830,000.0000 2,830,000.00 0.025 70,750.00 0.691 1,955,530 004 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.500 2,500 005 TRAFFIC CONTROL SYSTEM LS 135,000.0000 135,000.00 0.025 3,375.00 0.691 93,285 006 TYPE III BARRICADE EA 100.0000 300.00 4.000 400 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 33.0000 627.00 59.000 1,947 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 5,180.00 1,807.000 3,614 009 CHANNELIZER (SURFACE MOUNTED) EA 55.0000 3,300.00 54.000 2,970 010 PORTABLE TEMPORARY SIGNAL SYSTEM LS 175,000.0000 175,000.00 0.025 4,375.00 0.691 120,925 011 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 0.025 1,000.00 0.691 27,640 012 TEMPORARY RAILING (TYPE K) LF 35.0000 83,300.00 2,180.000 76,300 013 ALTERNATIVE TEMPORARY CRASH CUSHION EA 5,500.0000 66,000.00 12.000 66,000 SYSTEM 014 JOB SITE MANAGEMENT LS 75,775.0000 75,775.00 0.025 1,894.38 0.691 52,360 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.500 1,500 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0 017 TEMPORARY EROSION CONTROL BLANKET SQYD 8.0000 7,760.00 0.000 0 018 MOVE-IN/MOVE-OUT EA 1,000.0000 4,000.00 0.000 0 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 2.2000 2,134.00 0.000 0 (BONDED FIBER MATRIX) 020 TEMPORARY COVER SQYD 4.0000 400.00 25.000 100 021 TEMPORARY CHECK DAM LF 15.0000 3,000.00 22.000 330 022 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 2,400.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 09/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0904 TIME 04:18 PM ESTIMATE NO. 026 BID OPENING 03/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 09/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY FIBER ROLL LF 7.0000 7,000.00 0.000 0 024 TEMPORARY GRAVEL BAG BERM LF 20.0000 4,000.00 0.000 0 025 TEMPORARY SILT FENCE LF 3.2500 9,490.00 2,545.000 8,271 026 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 5,000.00 0.000 0 027 TEMPORARY CONSTRUCTION ROADWAY SQYD 80.0000 24,000.00 200.000 16,000 028 STREET SWEEPING LS 40,000.0000 40,000.00 0.076 3,040.00 0.691 27,640 029 TEMPORARY CONCRETE WASHOUT LS 12,000.0000 12,000.00 0.025 300.00 0.691 8,292 030 WATER QUALITY MONITORING REPORT EA 700.0000 700.00 0.000 0 031 TEMPORARY CREEK DIVERSION SYSTEMS LS 200,000.0000 200,000.00 0.750 150,000 032 TREATED WOOD WASTE LB 0.1000 940.00 4,000.000 400 033 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 325,000.0000 325,000.00 0.025 8,125.00 0.691 224,575 034 NATURAL RESOURCE PROTECTION PLAN LS 8,000.0000 8,000.00 1.000 8,000 035 FISH PROTECTION LS 15,000.0000 15,000.00 0.750 11,250 036 BIRD AND BAT EXCLUSION DEVICE LS 20,000.0000 20,000.00 0.025 500.00 0.691 13,820 037 INVASIVE SPECIES CONTROL LS 10,000.0000 10,000.00 0.025 250.00 0.691 6,910 038 HYDROACOUSTIC MONITORING LS 40,000.0000 40,000.00 1.000 40,000 039 TEMPORARY HIGH-VISIBILITY FENCE LF 10.5000 32,970.00 2,508.000 26,334 040 CLEARING AND GRUBBING (LS) LS 85,000.0000 85,000.00 1.000 85,000 041 ROADWAY EXCAVATION CY 75.0000 77,250.00 337.000 25,275 042 ROADWAY EXCAVATION (TYPE Z-2) CY 450.0000 29,250.00 59.000 26,550 (AERIALLY DEPOSITED LEAD) 043 SHOULDER BACKING TON 130.0000 16,900.00 0.000 0 044 STRUCTURE EXCAVATION (BRIDGE) CY 335.0000 185,590.00 593.000 198,655 (F) 045 STRUCTURE EXCAVATION (TYPE D) CY 532.0000 125,020.00 215.000 114,380 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 500.0000 102,000.00 148.000 74,000 (F) 047 IMPORTED BORROW (CY) CY 50.0000 54,500.00 886.040 44,302 048 PLANT (GROUP H) EA 60.0000 840.00 0.000 0 049 FIBER REINFORCED MATRIX SQFT 0.3200 11,072.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 09/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0904 TIME 04:18 PM ESTIMATE NO. 026 BID OPENING 03/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 09/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FIBER ROLLS LF 10.5000 32,445.00 0.000 0 051 COMPOST SOCK LF 30.0000 7,200.00 0.000 0 052 COMPOST BERM LF 16.0000 10,560.00 0.000 0 053 COMPOST (CY) CY 121.0000 10,043.00 0.000 0 054 INCORPORATE MATERIALS SQFT 0.7600 6,771.60 0.000 0 055 CLASS 2 AGGREGATE BASE (CY) CY 170.0000 47,600.00 235.000 39,950 056 HOT MIX ASPHALT (TYPE A) TON 270.0000 102,600.00 402.210 108,596 057 HOT MIX ASPHALT (LEVELING) TON 200.0000 284,000.00 0.000 0 058 ASPHALT BINDER TON 500.0000 1,000.00 0.000 0 (GEOSYNTHETIC PAVEMENT INTERLAYER) 059 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 15.0000 19,500.00 0.000 0 (PAVING FABRIC) 060 TACK COAT TON 900.0000 630.00 0.500 450 061 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 20.0000 27,000.00 0.000 0 062 SOIL NAIL LF 400.0000 49,200.00 16.000 6,400.00 16.000 6,400 063 TEMPORARY BRIDGE (STRUCTURE EXCAVATION, CY 700.0000 2,800.00 4.000 2,800 (F) TYPE D) 064 TEMPORARY BRIDGE (STRUCTURE BACKFILL, CY 1,000.0000 11,000.00 11.000 11,000 (F) BRIDGE) 065 TEMPORARY BRIDGE (RETAINING WALL) LS 75,000.0000 75,000.00 0.900 67,500 066 TEMPORARY BRIDGE (24" CAST-IN-DRILLED- LF 400.0000 118,400.00 296.200 118,480 HOLE CONCRETE PILING) 067 TEMPORARY BRIDGE (STRUCTURAL CONCRETE, CY 6,500.0000 39,000.00 6.000 39,000 (F) BRIDGE) 068 TEMPORARY BRIDGE (FURNISH PRECAST EA 15,000.0000 30,000.00 2.000 30,000 CONCRETE PILE CAP) 069 TEMPORARY BRIDGE (ERECT PRECAST EA 4,500.0000 9,000.00 2.000 9,000 CONCRETE PILE CAP) 070 TEMPORARY BRIDGE (BAR REINFORCING LB 1.3500 9,740.25 7,215.000 9,740 (F) STEEL, BRIDGE) 071 TEMPORARY BRIDGE (BEARING SUPPORT PLATE) LS 8,000.0000 8,000.00 1.000 8,000 072 TEMPORARY BRIDGE (MODULAR LS 400,000.0000 400,000.00 0.950 380,000 SUPERSTRUCTURE) 073 TEMPORARY BRIDGE (BRIDGE REMOVAL, LS 90,000.0000 90,000.00 0.000 0 SUBSTRUCTURE) 074 60" PERMANENT STEEL CASING LF 2,000.0000 220,000.00 110.000 220,000 075 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 500.0000 126,500.00 250.400 125,200 076 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 600.0000 264,000.00 440.000 264,000 PROGRAM CAS145 PAGE 4 DATE 09/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0904 TIME 04:18 PM ESTIMATE NO. 026 BID OPENING 03/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 09/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 775.0000 85,250.00 109.400 84,785 078 FURNISH 24" CAST-IN-STEEL SHELL LF 225.0000 460,575.00 2,046.500 460,462 CONCRETE PILING 079 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 25,000.0000 500,000.00 20.000 500,000 PILE 080 FURNISH 36" CAST-IN-STEEL SHELL LF 425.0000 314,075.00 1,107.500 470,687 CONCRETE PILING 081 DRIVE 36" CAST-IN-STEEL SHELL CONCRETE EA 35,000.0000 210,000.00 6.000 210,000 PILE 082 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.365 36,500.00 0.865 86,500 083 PRESTRESSING (TIE BEAM) LS 63,000.0000 63,000.00 0.150 9,450 084 PRESTRESSING (HIGH STRENGTH BAR) LS 28,000.0000 28,000.00 1.000 28,000 085 PRESTRESSING (ANCHOR ROD) LS 40,000.0000 40,000.00 0.870 34,800.00 1.000 40,000 086 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,350.0000 124,200.00 92.000 124,200 (F) 087 STRUCTURAL CONCRETE, BRIDGE CY 3,300.0000 825,000.00 139.500 460,350 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 2,230.0000 2,276,830.00 323.000 720,290.00 691.000 1,540,930 (F) (POLYMER FIBER) 089 STRUCTURAL CONCRETE, WALER CY 4,500.0000 18,000.00 0.000 0 090 STRUCTURAL CONCRETE, SIDEWALK CY 2,500.0000 85,000.00 0.000 0 (F) 091 STRUCTURAL GROUT CF 125.0000 24,500.00 11.000 1,375 (F) 092 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,700.0000 90,100.00 25.000 42,500 (F) (TYPE EQ) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,750.0000 173,250.00 0.000 0 (F) (TYPE N MODIFIED) 094 MINOR CONCRETE (MINOR STRUCTURE) CY 2,500.0000 37,500.00 0.000 0 095 DRILL AND BOND DOWEL LF 75.0000 19,350.00 0.000 0 096 FURNISH PRECAST CONCRETE ABUTMENT CAP EA 15,000.0000 60,000.00 4.000 60,000 097 FURNISH PRECAST CONCRETE DIAPHRAGM EA 24,000.0000 48,000.00 2.000 48,000 098 FURNISH PRECAST CONCRETE KNUCKLE EA 30,000.0000 120,000.00 4.000 120,000 099 FURNISH PRECAST CONCRETE END BEAM EA 55,000.0000 110,000.00 2.000 110,000 100 FURNISH PRECAST CONCRETE WINGWALL EA 10,000.0000 40,000.00 4.000 40,000.00 4.000 40,000 101 FURNISH PRECAST CONCRETE WEB EA 27,500.0000 110,000.00 4.000 110,000 102 ERECT PRECAST CONCRETE ABUTMENT CAP EA 5,000.0000 20,000.00 4.000 20,000 103 ERECT PRECAST CONCRETE DIAPHRAGM EA 5,000.0000 10,000.00 2.000 10,000 PROGRAM CAS145 PAGE 5 DATE 09/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0904 TIME 04:18 PM ESTIMATE NO. 026 BID OPENING 03/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 09/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ERECT PRECAST CONCRETE KNUCKLE EA 5,000.0000 20,000.00 4.000 20,000 105 ERECT PRECAST CONCRETE END BEAM EA 7,000.0000 14,000.00 2.000 14,000 106 ERECT PRECAST CONCRETE WINGWALL EA 5,000.0000 20,000.00 0.000 0 107 ERECT PRECAST CONCRETE WEB EA 6,000.0000 24,000.00 0.000 0 108 PTFE SPHERICAL BEARING EA 12,000.0000 96,000.00 8.000 96,000 109 JOINT SEAL (MR 1") LF 125.0000 18,125.00 0.000 0 110 JOINT SEAL (MR 1 1/2") LF 125.0000 12,875.00 0.000 0 111 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 546,128.70 165,660.000 215,358.00 385,631.000 501,320 (F) 112 BAR REINFORCING STEEL (WALER) LB 1.4000 1,850.80 0.000 0 (F) 113 BAR REINFORCING STEEL (SIDEWALK) LB 1.2500 12,052.50 0.000 0 (F) 114 HEADED BAR REINFORCEMENT EA 12.2500 6,541.50 242.000 2,964.50 534.000 6,541 (F) 115 STRUCTURAL STEEL (PIPE PIN) LB 9.0000 23,301.00 2,589.000 23,301 (F) 116 FURNISH STRUCTURAL STEEL (BRIDGE) LB 4.5000 1,185,331.50 153,889.000 692,500 (F) 117 ERECT STRUCTURAL STEEL (BRIDGE) LB 3.0000 790,221.00 101,629.000 304,887.00 219,398.000 658,194 (F) 118 CLEAN AND PAINT STRUCTURAL STEEL LS 150,000.0000 150,000.00 0.750 112,500 119 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 1.000 150,000 120 BRIDGE REMOVAL, LOCATION B LS 190,000.0000 190,000.00 1.000 190,000 121 MISCELLANEOUS METAL (BRIDGE) LB 8.0000 10,984.00 937.000 7,496.00 1,373.000 10,984 (F) 122 PREPARE AND STAIN CONCRETE SQFT 21.0000 6,363.00 0.000 0 123 TEMPORARY FENCE (TYPE WILD LIFE LF 25.0000 3,750.00 150.000 3,750 EXCLUSION) 124 REMOVE PAVEMENT MARKER EA 1.0000 140.00 130.000 130 125 PAVEMENT MARKER (RETROREFLECTIVE) EA 23.0000 3,220.00 0.000 0 126 RESET ROADSIDE SIGN EA 300.0000 300.00 0.000 0 127 METAL PEDESTRIAN RAILING LF 190.0000 71,060.00 110.000 20,900 (F) (EXCLUSION) 128 REUSABLE CRASH CUSHION EA 32,000.0000 256,000.00 0.000 0 129 CALIFORNIA ST-70 BRIDGE RAIL (MODIFIED) LF 340.0000 249,560.00 172.500 58,650 (F) 130 REMOVE GUARDRAIL LF 5.0000 2,800.00 560.000 2,800 PROGRAM CAS145 PAGE 6 DATE 09/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0904 TIME 04:18 PM ESTIMATE NO. 026 BID OPENING 03/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 09/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 9,540.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 132 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 3,200.00 2,958.000 1,479 133 CENTERLINE RUMBLE STRIP (SINUSOIDAL) STA 42.0000 5,040.00 0.000 0 134 TRAFFIC MONITORING STATION SYSTEM LS 50,000.0000 50,000.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 09/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-0B0904 TIME 04:18 PM ESTIMATE NO. 026 BID OPENING 03/26/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/22 R.E. NAME: DUNNE, RYAN DATE OF THIS ESTIMATE 09/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,462,304.88 12,110,713.03 ADJUSTMENT OF COMPENSATION 16,075.40 138,481.59 EXTRA WORK 3,370.21 652,946.88 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,481,750.49 12,902,141.50 135 MOBILIZATION LS 1,820,000.0000 1,820,000.00 1.000 1,820,000 ORIGINAL CONTRACT AMOUNT 18,651,701.85 TOTAL WORK COMPLETED 1,481,750.49 14,722,141.50 MATERIALS ON HAND ON SITE -34,234.00 412,172.00 DEDUCTIONS 0.00 -20,500.00 TOTAL 1,447,516.49 15,113,813.50 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 05/08/20 435 07/08/20 07/08/20 04/12/23 300 251 1 0 74% 69% PROGRESS IS SATISFACTORY DUNNE, RYAN RESIDENT ENGINEER