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 01/17/25 EST. NO. 023 TIME 05:47 PM R.E. NAME: LAM, PETER 04-2J7404 --------------------------------------------------------------------------- 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 0034 12,851.62 E.W. @ F.A.(+) 110424 N X157.0 0035 13,359.67 110724 N X160 0036 3,964.24 120324 N 0181.0 006 0095 72,104.86 A.C. @ L.S.(+) 011525 N X0058 009 0001 25,000.00 E.W. @ L.S.(+) 011625 N X0009 010 0002 17,759.26 E.W. @ F.A.(+) 102424 N 0152.0 0011 928.32 120224 N 0165.0 0012 21,139.63 120324 N 0166.0 0013 3,285.30 121024 N 0180.0 0014 6,639.34 120224 N 0164.0 0015 20,415.06 120324 N 0167.0 0016 5,224.26 120624 N 0170.0 0017 9,895.42 120424 N 0172.0 0018 20,315.42 120624 N 0173.0 0019 14,220.15 121024 N 0175.0 0020 17,305.68 121624 N 0176.0 0021 7,073.14 121224 N 0177.0 271,481.37 TOTAL THIS ESTIMATE 1,086,445.95 TOTAL PREVIOUS ESTIMATE 1,357,927.32 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 01/17/25 EST. NO. 023 TIME 05:47 PM R.E. NAME: LAM, PETER 04-2J7404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7404 TIME 05:47 PM ESTIMATE NO. 023 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 01/17/25 LOCATION RERUN PROGRESS ESTIMATE 04-SM-101-0.9/23.4 ----------------------- GRANITE ROCK COMPANY IN SAN MATEO COUNTY AT VARIOUS 5225 HELLYER AVE STE 220 LOCATIONS SAN JOSE CA 95138 FROM UNIVERSITY AVE OVERCROSSING TO FRANCISCO, AND BRISBANE, ON US 101 FED. AID NO. ACNH-Q101(412)E REPLACE THE EXISTING BRIDGE RAILS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,530.6100 1,530.61 1.000 1,530 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 2,500.0000 2,500.00 1.000 2,500 003 TIME-RELATED OVERHEAD (LS) LS 545,658.0700 545,658.07 1.000 545,658 004 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 12,000.00 0.000 0 MEETING 005 HOURLY OFF-SITE HR 200.0000 2,000.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 006 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 1.000 9,000 007 CONSTRUCTION AREA SIGNS LS 17,676.7700 17,676.77 0.700 12,373 008 TRAFFIC CONTROL SYSTEM LS 695,500.0000 695,500.00 1.000 695,500 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.5500 69,870.00 20,721.000 52,838 010 CHANNELIZER (SURFACE MOUNTED) EA 35.3500 8,837.50 230.000 8,130 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 175.0000 66,500.00 88.000 15,400 SYSTEM DAY 012 TEMPORARY BARRIER SYSTEM LF 50.4600 416,799.60 8,880.000 448,084 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 20,000.0000 20,000.00 1.000 20,000 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,040.4000 32,323.20 9.000 36,363 (TL-3) 015 ALTERNATIVE TEMPORARY CRASH CUSHION EA 3,535.3500 53,030.25 16.000 56,565 (TL-2) 016 TEMPORARY TRAFFIC SCREEN LF 4.0000 3,120.00 470.000 1,880 017 TEMPORARY RADAR SPEED FEEDBACK EA 4,545.4500 31,818.15 0.000 0 SIGN SYSTEM 018 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 100.0000 64,000.00 0.000 0 DAY 019 JOB SITE MANAGEMENT LS 49,106.1700 49,106.17 1.000 49,106 020 PREPARE WATER POLLUTION CONTROL PROGRAM LS 2,500.0000 2,500.00 1.000 2,500 021 TEMPORARY DRAINAGE INLET PROTECTION EA 440.0000 1,760.00 5.000 2,200 022 STREET SWEEPING LS 43,400.0000 43,400.00 1.000 43,400 PROGRAM CAS145 PAGE 2 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7404 TIME 05:47 PM ESTIMATE NO. 023 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONCRETE WASHOUT LS 6,750.0000 6,750.00 1.000 6,750 024 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 025 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 4.0800 6,528.00 830.000 3,386 (HAZARDOUS WASTE) 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.5900 14,045.40 3,529.000 16,198 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 0.4700 16,074.00 21,260.000 9,992 028 CLEARING AND GRUBBING (LS) LS 6,312.9500 6,312.95 1.000 6,312 029 ROADWAY EXCAVATION CY 511.8300 92,129.40 253.309 129,651 030 STRUCTURE EXCAVATION (BRIDGE) CY 588.1800 83,521.56 142.000 83,521 (F) 031 STRUCTURE BACKFILL CY 282.3000 21,172.50 75.000 21,172 (F) 032 STRUCTURE BACKFILL (BRIDGE) CY 861.2800 106,798.72 124.000 106,798 (F) 033 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 6,400.00 0.000 0 034 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.7500 12,075.00 0.000 0 035 HYDROMULCH SQFT 0.0800 2,904.00 0.000 0 036 FIBER ROLLS LF 3.5000 14,735.00 0.000 0 037 HYDROSEED SQFT 0.2000 7,260.00 0.000 0 038 COMPOST (CY) CY 135.0000 3,780.00 0.000 0 039 CLASS 2 AGGREGATE BASE (CY) CY 859.9500 94,594.50 119.863 103,076 040 HOT MIX ASPHALT (TYPE A) TON 279.2100 161,941.80 793.890 221,662 041 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 15.0000 5,700.00 222.000 3,330 042 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 15.0000 6,600.00 308.000 4,620 043 PLACE HOT MIX ASPHALT SQYD 181.8900 52,748.10 288.227 52,425 (MISCELLANEOUS AREA) 044 TACK COAT TON 1,200.0000 480.00 0.400 480 045 REMOVE ASPHALT CONCRETE DIKE LF 7.4800 5,909.20 220.000 1,645 046 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 37.6800 57,650.40 1,939.201 73,069 047 STEEL SHEET PILING SQFT 52.9700 443,888.60 8,542.000 452,469 048 STRUCTURAL CONCRETE, BRIDGE CY 3,000.0000 234,000.00 78.000 234,000 (F) 049 STRUCTURAL CONCRETE, BRIDGE CY 3,500.0000 94,500.00 3.000 10,500.00 30.000 105,000 (F) (POLYMER FIBER) PROGRAM CAS145 PAGE 3 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7404 TIME 05:47 PM ESTIMATE NO. 023 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURAL CONCRETE, BARRIER SLAB CY 1,597.4800 20,767.24 7.000 11,182.36 20.000 31,949 (F) 051 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,865.8000 50,255.40 8.220 31,776 (F) 052 DRILL AND BOND DOWEL LF 119.0100 77,356.50 662.000 78,784 053 DRILL AND BOND DOWEL LF 115.6000 8,438.80 146.000 16,877 (CHEMICAL ADHESIVE)(LF) 054 CLEAN EXPANSION JOINT LF 71.4300 37,786.47 494.000 35,286 055 JOINT SEAL (MR 1/2") LF 81.6300 21,713.58 246.000 20,080 056 JOINT SEAL (MR 1") LF 81.6300 21,060.54 198.000 16,162 057 JOINT SEAL (MR 1 1/2") LF 204.0800 5,102.00 50.000 10,204 058 BAR REINFORCING STEEL (BRIDGE) LB 1.5600 67,594.80 942.000 1,469.52 44,272.000 69,064 (F) 059 BAR REINFORCING STEEL (STAINLESS STEEL) LB 4.5700 90,257.50 19,750.000 90,257 (F) (BRIDGE) 060 PUBLIC SAFETY PLAN LS 7,142.8600 7,142.86 1.000 7,142 061 CARBON FIBER REINFORCED POLYMER STRIP LF 72.8800 251,727.52 3,386.000 246,771 062 RAPID SETTING CONCRETE (PATCH) CF 40.8200 10,368.28 48.000 1,959 063 REMOVE ASPHALT CONCRETE SURFACING SQFT 3.1000 15,419.40 0.000 0 064 REMOVE UNSOUND CONCRETE CF 40.8200 10,368.28 49.330 2,013 065 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 1.0200 35,089.02 35,354.000 36,061 066 REFINISH BRIDGE DECK SQFT 100.0000 20,000.00 200.000 20,000 067 FURNISH POLYESTER CONCRETE OVERLAY CF 102.0400 249,895.96 2,201.000 224,590 068 PLACE POLYESTER CONCRETE OVERLAY SQFT 7.1400 245,623.14 954.000 6,811.56 35,355.000 252,434 (F) 069 BRIDGE REMOVAL (PORTION), LOCATION A LS 600,000.0000 600,000.00 1.000 600,000 070 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,000.0000 30,000.00 1.000 30,000 071 BRIDGE REMOVAL (PORTION), LOCATION C LS 6,000.0000 6,000.00 1.000 6,000 072 BRIDGE REMOVAL (PORTION), LOCATION D LS 200,000.0000 200,000.00 0.000 0 073 BRIDGE REMOVAL (PORTION), LOCATION E LS 150,000.0000 150,000.00 1.000 150,000 074 BRIDGE REMOVAL (PORTION), LOCATION F LS 350,000.0000 350,000.00 1.000 350,000 075 BRIDGE REMOVAL (PORTION), LOCATION G LS 584,000.0000 584,000.00 1.000 584,000 076 15" ALTERNATIVE PIPE CULVERT LF 137.8600 33,086.40 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7404 TIME 05:47 PM ESTIMATE NO. 023 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 18" ALTERNATIVE PIPE CULVERT LF 277.4200 15,535.52 56.000 15,535 078 TRASH NET (DOWNDRAIN) EA 3,362.5100 3,362.51 1.000 3,362 079 15" CORRUGATED STEEL PIPE (.079" THICK) LF 165.3300 36,372.60 157.000 25,956 080 15" ANCHOR ASSEMBLY EA 1,134.8100 11,348.10 8.000 9,078 081 ROCK SLOPE PROTECTION CY 645.0500 34,832.70 53.300 34,381 (20 LB, CLASS I, METHOD B) (CY) 082 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.2600 681.60 127.000 541 083 MINOR CONCRETE (CURB) (CY) CY 1,760.3000 65,131.10 43.300 76,220 084 MINOR CONCRETE (MISCELLANEOUS CY 492.3100 25,107.81 0.000 0 CONSTRUCTION) 085 MINOR CONCRETE (ISLAND PAVING) CY 774.9700 24,799.04 50.610 39,221 086 MINOR CONCRETE (SIDEWALK) CY 748.0400 11,220.60 16.174 12,098 087 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 150.9700 4,982.01 33.000 4,982 088 REMOVE CONCRETE ISLAND (PORTIONS) (SQYD) SQYD 23.7900 10,229.70 556.777 13,245 089 REMOVE CONCRETE (CURB AND GUTTER) LF 15.2300 13,707.00 577.500 8,795 090 MISCELLANEOUS IRON AND STEEL LB 4.2100 9,809.30 1,608.000 6,769 (F) 091 MISCELLANEOUS METAL (BRIDGE) LB 27.1300 33,234.25 1,072.000 29,083.36 1,072.000 29,083 (F) 092 TEMPORARY FENCE (TYPE CL-6) LF 13.7100 11,790.60 0.000 0 093 CHAIN LINK FENCE (TYPE CL-6) LF 55.8400 2,680.32 48.000 2,680 094 REMOVE PAVEMENT MARKER EA 3.0600 765.00 470.000 1,438 095 GUARD RAILING DELINEATOR EA 30.3000 3,333.00 0.000 0 096 PAVEMENT MARKER (RETROREFLECTIVE) EA 20.4100 5,102.50 250.000 5,102 097 TREATMENT BEST MANAGEMENT EA 80.8100 80.81 0.000 0 PRACTICE MARKER 098 OBJECT MARKER (TYPE P) EA 80.8100 484.86 0.000 0 099 REMOVE ROADSIDE SIGN EA 101.0100 808.08 7.000 707 100 REMOVE ROADSIDE SIGN EA 50.5100 50.51 1.000 50 (STRAP AND SADDLE BRACKET METHOD) 101 RESET ROADSIDE SIGN EA 202.0200 606.06 1.000 202 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 19.0200 2,282.40 80.750 1,535 (0.063"-UNFRAMED) 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 2,400.00 13.000 260.00 92.000 1,840 (0.080"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7404 TIME 05:47 PM ESTIMATE NO. 023 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 ROADSIDE SIGN - ONE POST EA 303.0300 3,333.33 8.000 2,424 105 INSTALL SIGN PANEL ON EXISTING STRUCTURE EA 959.6000 5,757.60 1.000 959.60 4.000 3,838 106 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 54.0800 95,721.60 1,238.000 66,951 107 VEGETATION CONTROL (MINOR CONCRETE) SQYD 169.4100 166,021.80 753.710 127,686 108 CHAIN LINK RAILING (TYPE 6) LF 158.3800 201,142.60 1,270.000 201,142 (F) 109 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 319.8000 17,908.80 56.000 17,908 (F) 110 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 111 TRANSITION RAILING (TYPE WB-31) EA 6,641.1500 39,846.90 6.000 39,846 112 END CAP (TYPE A) EA 255.1000 510.20 2.000 510 113 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,224.4900 2,448.98 2.000 2,448 114 ALTERNATIVE CRASH CUSHION (TL-2) EA 26,785.7200 107,142.88 4.000 107,142 115 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,102.0400 20,408.16 4.000 20,408 (TL-3) 116 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,306.1200 10,612.24 2.000 10,612 (TL-2) 117 CONCRETE BARRIER (TYPE 60M) LF 307.6900 98,768.49 321.000 98,768 118 CONCRETE BARRIER (TYPE 60MS) LF 265.1800 169,715.20 752.000 199,415 119 CONCRETE BARRIER LF 476.2700 302,431.45 635.000 302,431 (F) (TYPE 732SW MODIFIED) 120 CONCRETE BARRIER LF 149.1800 17,603.24 118.000 17,603 (F) (TYPE 836A MODIFIED) 121 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 207.2900 458,110.90 25.000 5,182.25 2,235.000 463,293 (F) 122 CONCRETE BARRIER TRANSITION LF 680.9900 40,859.40 60.000 40,859 (F) 123 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 259.6200 96,838.26 33.000 8,567.46 406.000 105,405 (F) 124 REMOVE GUARDRAIL LF 20.4100 36,125.70 1,760.000 35,921 125 SALVAGE METAL BRIDGE RAILING LF 17.7900 29,513.61 1,659.000 29,513 126 THERMOPLASTIC PAVEMENT MARKING SQFT 25.5100 4,336.70 170.000 4,336 127 6" THERMOPLASTIC TRAFFIC STRIPE LF 6.8900 39,686.40 7,643.000 52,660 (ENHANCED WET NIGHT VISIBILITY) 128 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.9300 21,575.70 6,567.000 25,808 129 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 12.2400 2,080.80 46.000 563 130 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 10.2000 32,538.00 3,080.000 31,416 (WARRANTY) PROGRAM CAS145 PAGE 6 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7404 TIME 05:47 PM ESTIMATE NO. 023 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 9.6900 18,798.60 1,114.000 10,794 (WARRANTY) (BROKEN 18-12) 132 8" TRAFFIC STRIPE TAPE WITH CONTRAST LF 12.2400 5,508.00 450.000 5,508 (WARRANTY) 133 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 4,608.0900 4,608.09 1.000 4,608 SYSTEM ELEMENTS DURING CONSTRUCTION 134 2" CONDUIT (BRIDGE) LS 67,307.7500 67,307.75 1.000 67,307 135 MODIFYING LIGHTING SYSTEMS LS 189,256.9400 189,256.94 1.000 189,256 136 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 137 REMOVE CONCRETE BARRIER (TYPE K) LF 5.0000 990.00 200.000 1,000 138 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 139 CABLE RAILING LF 60.9100 7,918.30 134.000 8,161 (F) PROGRAM CAS145 PAGE 7 DATE 01/17/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2J7404 TIME 05:47 PM ESTIMATE NO. 023 BID OPENING 11/10/22 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: LAM, PETER DATE OF THIS ESTIMATE 01/17/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 74,016.11 9,140,894.81 ADJUSTMENT OF COMPENSATION 72,104.86 72,104.86 EXTRA WORK 199,376.51 1,285,822.46 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 345,497.48 10,498,822.13 140 MOBILIZATION LS 760,000.0000 760,000.00 1.000 760,000 ORIGINAL CONTRACT AMOUNT 10,315,147.74 TOTAL WORK COMPLETED 345,497.48 11,258,822.13 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 345,497.48 11,258,822.13 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 03/03/23 280 05/15/23 04/27/23 02/03/25 349 76 52 0 95% 100% PROGRESS IS SATISFACTORY LAM, PETER RESIDENT ENGINEER