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 03/27/24 EST. NO. 035 TIME 07:03 AM R.E. NAME: AQUINO, NOEL 04-2K8404 --------------------------------------------------------------------------- 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 0017 6,728.91 E.W. @ F.A.(+) 010223 N 0124.0 0034 696.82 062323 N 130.10 017 0009 946.06 E.W. @ F.A.(+) 100721 N 181.10 036 0002 7,400.45 E.W. @ F.A.(+) 092223 N 0180.0 15,772.24 TOTAL THIS ESTIMATE 1,931,568.72 TOTAL PREVIOUS ESTIMATE 1,947,340.96 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 03/27/24 EST. NO. 035 TIME 07:03 AM R.E. NAME: AQUINO, NOEL 04-2K8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING SUBMITTALS -58,727.50 003 RETURN WITHHOLD 58,727.50 004 MISSING CPM REPORTS -55,000.00 021 RETURN DEDUCT 55,000.00 022 MISSING CPM REPORTS -63,500.00 030 0.00 -63,500.00 LABOR COMPLIANCE VIOLATION MISSING REPORT -10,000.00 002 RETURN WITHHOLD 10,000.00 003 0.00 0.00 TOTAL DEDUCTIONS 0.00 -63,500.00 PROGRAM CAS145 PAGE 1 DATE 03/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 07:03 AM ESTIMATE NO. 035 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 03/27/24 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-SOL-80-0.8/1.6 ---------------------------------- 04-SOL-29 O.C. JONES & SONS, INC. IN SOLANO COUNTY IN VALLEJO ON 1520 FOURTH STREET; ROUTE 80 FROM 0.2 MILE NORTH OF BERKELEY CA 94710 CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OC AND AT ROUTE 80/29 SEPARATION FED. AID NO. ACIM-802(374)E STRENGTHEN BRIDGE STRUCTURE DUE TO ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 4,000.0000 4,000.00 0.750 3,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,200.0000 510,000.00 430.000 516,000 004 DISPUTE RESOLUTION BOARD ON-SITE EA 6,000.0000 60,000.00 7.000 42,000 MEETING 005 HOURLY OFF-SITE HR 200.0000 8,000.00 26.000 5,200 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000 007 TRAFFIC CONTROL SYSTEM LS 500,000.0000 500,000.00 1.000 500,000 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.0000 400.00 221.000 1,105 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4200 37,842.00 60,186.000 25,278 010 CHANNELIZER (SURFACE MOUNTED) EA 32.0000 7,680.00 336.000 10,752 011 PORTABLE RADAR SPEED FEEDBACK SIGN EA 16.0000 54,400.00 1,452.000 23,232 SYSTEM DAY 012 TEMPORARY PAVEMENT MARKER EA 4.0000 4,600.00 1,064.000 4,256 013 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 35,000.0000 35,000.00 1.000 35,000 014 TEMPORARY RAILING (TYPE K) LF 11.0000 341,000.00 31,000.000 341,000 015 TEMPORARY ALTERNATIVE CRASH EA 3,500.0000 56,000.00 7.000 24,500.00 15.000 52,500 CUSHION 016 TEMPORARY TRAFFIC SCREEN LF 6.5000 120,900.00 4,415.000 28,697.50 10,175.000 66,137 017 TEMPORARY RADAR SPEED FEEDBACK EA 6,700.0000 40,200.00 3.000 20,100 SIGN SYSTEM 018 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 019 PREPARE WATER POLLUTION CONTROL PROGRAM LS 750.0000 750.00 1.000 750 020 TEMPORARY COVER SQYD 18.0000 1,980.00 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 155.0000 4,495.00 29.000 4,495 022 TEMPORARY FIBER ROLL LF 4.1000 6,396.00 1,560.000 6,396 PROGRAM CAS145 PAGE 2 DATE 03/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 07:03 AM ESTIMATE NO. 035 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 03/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY SILT FENCE LF 4.2500 2,805.00 0.000 0 024 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000 025 TEMPORARY ACTIVE TREATMENT SYSTEM LS 30,000.0000 30,000.00 0.050 1,500.00 0.050 1,500 026 TEMPORARY CONCRETE WASHOUT LS 25,000.0000 25,000.00 1.000 25,000 027 TREATED WOOD WASTE LB 0.7500 13,650.00 18,200.000 13,650 028 REMOVE CONCRETE (MISCELLANEOUS) (CY) CY 300.0000 4,200.00 14.000 4,200 029 CLEARING AND GRUBBING (LS) LS 50,000.0000 50,000.00 1.000 50,000 030 ROADWAY EXCAVATION CY 33.0000 415,800.00 12,600.000 415,800 031 STRUCTURE EXCAVATION (TYPE D) CY 200.0000 69,000.00 376.000 75,200 (F) 032 STRUCTURE BACKFILL CY 25.0000 4,300.00 171.080 4,277 (F) 033 STRUCTURE BACKFILL (BRIDGE) CY 175.0000 25,375.00 177.000 30,975 (F) 034 STRUCTURE BACKFILL (SLURRY CEMENT) CY 275.0000 77,000.00 277.720 76,373 035 BONDED FIBER MATRIX (SQFT) SQFT 0.1600 2,320.00 14,500.000 2,320 036 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5500 6,270.00 23,016.000 12,658 037 HYDROMULCH SQFT 0.0800 1,960.00 95,649.000 7,651 038 FIBER ROLLS LF 4.5000 7,875.00 2,064.000 9,288 039 HYDROSEED SQFT 0.1400 3,430.00 95,649.000 13,390 040 COMPOST (CY) CY 112.0000 4,368.00 127.000 14,224 041 CLASS 4 AGGREGATE SUBBASE CY 57.0000 126,540.00 2,220.000 126,540 042 RAPID STRENGTH CONCRETE BASE CY 520.0000 119,600.00 0.000 0 043 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 044 HOT MIX ASPHALT (TYPE A) TON 115.0000 1,782,500.00 13,138.290 1,510,903 045 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 140.0000 779,800.00 6,172.310 864,123 046 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 170.0000 719,100.00 2,609.330 443,586 (OPEN GRADED FRICTION COURSE) 047 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 048 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 12.0000 18,960.00 1,580.000 18,960 (PAVING GRID) 049 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 9,300.00 915.000 9,150 PROGRAM CAS145 PAGE 3 DATE 03/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 07:03 AM ESTIMATE NO. 035 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 03/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 TACK COAT TON 1,000.0000 130,000.00 51.450 51,450 051 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 40.0000 21,600.00 540.000 21,600 052 REMOVE ASPHALT CONCRETE DIKE LF 2.7000 6,021.00 2,230.000 6,021 053 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.8000 218,880.00 51,150.220 194,370 054 REMOVE BASE AND SURFACING CY 75.0000 20,250.00 270.000 20,250 055 TEMPORARY SUPPORT LS 40,000.0000 40,000.00 1.000 40,000 056 FURNISH STEEL SHEET PILING SQFT 170.0000 30,600.00 304.000 51,680 057 DRIVE STEEL SHEET PILE SQFT 100.0000 18,000.00 285.000 28,500 058 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,000.0000 20,000.00 20.000 20,000 059 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 450.0000 784,350.00 1,633.000 734,850 060 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000 061 STRUCTURAL CONCRETE, BRIDGE CY 975.0000 444,600.00 506.000 493,350 (F) 062 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 1,582,200.00 1,758.000 1,582,200 (F) (POLYMER FIBER) 063 STRUCTURAL CONCRETE, APPROACH CY 1,100.0000 369,600.00 336.000 369,600 (F) SLAB (TYPE N, POLYMER FIBER) 064 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,200.0000 154,000.00 70.000 154,000 (F) 065 FRACTURED RIB TEXTURE SQFT 20.0000 57,860.00 2,893.000 57,860 (F) 066 JOINT SEAL (MR 1") LF 50.0000 17,350.00 347.000 17,350 067 BAR REINFORCING STEEL (BRIDGE) LB 1.2000 813,972.00 680,299.000 816,358 (F) 068 REMOVE RETAINING WALL (LF) LF 105.0000 42,000.00 400.000 42,000 069 BRIDGE REMOVAL LS 550,000.0000 550,000.00 1.000 550,000 070 18" ALTERNATIVE PIPE CULVERT LF 150.0000 111,000.00 734.100 110,115 071 TEMPORARY 12" ALTERNATIVE PIPE LF 185.0000 29,600.00 0.000 0 CULVERT 072 TEMPORARY 18" ALTERNATIVE PIPE LF 490.0000 39,200.00 0.000 0 CULVERT 073 24" ALTERNATIVE PIPE CULVERT LF 160.0000 104,000.00 649.500 103,920 074 30" ALTERNATIVE PIPE CULVERT LF 400.0000 22,400.00 56.000 22,400 075 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 076 18" REINFORCED CONCRETE PIPE LF 115.0000 6,325.00 55.000 6,325 PROGRAM CAS145 PAGE 4 DATE 03/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 07:03 AM ESTIMATE NO. 035 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 03/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 24" REINFORCED CONCRETE PIPE LF 400.0000 104,000.00 254.600 101,840 078 TEMPORARY 12" SLOTTED CORROGATED LF 185.0000 658,600.00 0.000 0 STEEL PIPE 079 18" SLOTTED CORRUGATED STEEL PIPE LF 165.0000 216,150.00 1,305.000 215,325 (.168" THICK) 080 8" ALTERNATIVE PIPE UNDERDRAIN LF 75.0000 69,000.00 920.000 69,000 081 INLET DEPRESSION EA 1,500.0000 27,000.00 -4.000 -6,000.00 11.000 16,500 082 ABANDON CULVERT (LF) LF 57.0000 8,550.00 147.000 8,379 083 REMOVE CULVERT (LF) LF 62.0000 55,180.00 886.800 54,981 084 REMOVE INLET EA 1,400.0000 26,600.00 12.000 16,800 085 ADJUST INLET EA 2,500.0000 32,500.00 10.000 25,000 086 ADJUST MANHOLE TO GRADE EA 2,400.0000 7,200.00 3.000 7,200 087 MODIFY INLET EA 7,000.0000 7,000.00 1.000 7,000 088 DRAINAGE INLET CY 3,700.0000 59,200.00 0.000 0 089 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 090 18" ALTERNATIVE PIPELINER LF 250.0000 27,500.00 110.000 27,500 091 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 092 MINOR CONCRETE (CURB) (CY) CY 757.0000 15,140.00 16.100 12,187.70 16.100 12,187 093 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 094 MINOR CONCRETE (CURB AND GUTTER) CY 624.0000 37,440.00 -16.100 -10,046.40 0.000 0 095 MINOR CONCRETE (SIDEWALK) CY 1,526.0000 1,526.00 5.400 8,240 096 MINOR CONCRETE (TEXTURED PAVING) CY 1,021.0000 10,210.00 9.480 9,679 097 REMOVE CURB LF 20.0000 2,600.00 122.000 2,440 098 REMOVE CONCRETE SIDEWALK (LF) LF 100.0000 1,000.00 10.000 1,000 099 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 1,200.00 253.300 5,066 100 MISCELLANEOUS IRON AND STEEL LB 2.5000 35,860.00 10,432.000 26,080.00 13,040.000 32,600 (F) 101 BRIDGE DECK DRAINAGE SYSTEM LB 15.0000 80,760.00 5,384.000 80,760 (F) 102 REMOVE PAVEMENT MARKER EA 1.3000 2,340.00 635.000 825 103 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,160.00 613.000 2,452 PROGRAM CAS145 PAGE 5 DATE 03/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 07:03 AM ESTIMATE NO. 035 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 03/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 REMOVE ROADSIDE SIGN EA 50.0000 1,450.00 29.000 1,450 105 REMOVE ROADSIDE SIGN EA 55.0000 330.00 6.000 330 (STRAP AND SADDLE BRACKET METHOD) 106 REMOVE SIGN POST EA 3,000.0000 3,000.00 1.000 3,000 107 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 14.0000 2,940.00 210.000 2,940 108 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 2,860.00 237.500 3,087 (0.063"-UNFRAMED) 109 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 2,940.00 210.000 2,940 (0.080"-UNFRAMED) 110 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 1,628.00 74.000 1,628 (0.063"-FRAMED) 111 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 23.0000 6,440.00 280.000 6,440 (0.080"-FRAMED) 112 ROADSIDE SIGN - ONE POST EA 310.0000 7,440.00 28.000 8,680 113 ROADSIDE SIGN - TWO POST EA 555.0000 6,105.00 11.000 6,105 114 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 6.000 750 METHOD) 115 SINGLE THRIE BEAM BARRIER LF 48.7500 9,262.50 125.000 6,093 116 TYPE SOFT STOP TERMINAL SYSTEM EA 3,900.0000 3,900.00 0.000 0 117 END CAP (TYPE TC) EA 465.0000 4,650.00 6.000 2,790 118 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 3,900.00 1.000 3,900 119 CRASH CUSHION (TYPE SMART SCI100 GM) EA 42,000.0000 42,000.00 2.000 84,000 (TEST LEVEL 3) 120 CRASH CUSHION (TYPE SMART SCI70 GM) EA 33,500.0000 33,500.00 1.000 33,500 (TEST LEVEL 2) 121 CONCRETE BARRIER (TYPE 60M) LF 97.0000 323,010.00 2,791.000 270,727 122 CONCRETE BARRIER (TYPE 60MC) LF 234.0000 114,660.00 700.000 163,800 123 CONCRETE BARRIER (TYPE LF 122.0000 30,256.00 248.000 30,256 60MA MODIFIED) 124 CONCRETE BARRIER (TYPE 60MC-MODIFIED) LF 952.0000 238,000.00 316.000 300,832 125 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 225.0000 107,775.00 479.000 107,775 126 REMOVE GUARDRAIL LF 5.7500 8,050.00 2,253.000 12,954 127 REMOVE CONCRETE BARRIER LF 28.0000 107,800.00 3,850.000 107,800 128 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 14,680.00 39,739.000 15,895 129 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 1,400.00 132.000 1,320 130 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 15,085.00 18,030.000 6,310 PROGRAM CAS145 PAGE 6 DATE 03/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 07:03 AM ESTIMATE NO. 035 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 03/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 9,415.00 23,431.000 8,200 132 MODIFYING EXISTING ELECTRICAL SYSTEM LS 390,000.0000 390,000.00 1.000 390,000 133 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 134 BASE BOND BREAKER SQYD 1.5000 960.00 0.000 0 135 HOT MIX ASPHALT (LEVELING) TON 120.0000 699,600.00 5,830.000 699,600 136 MINOR CONCRETE CY 400.0000 4,000.00 10.000 4,000 (F) 137 CONCRETE BACKFILL (PIPE TRENCH) (RSC) CY 310.0000 223,200.00 395.000 122,450 138 CAP INLET EA 1,950.0000 15,600.00 5.000 9,750 139 CLEAN AND INSPECT DRAINAGE CULVERTS LF 45.0000 28,800.00 640.000 28,800 140 FILTER FABRIC (CLASS A) SQYD 2.0000 1,040.00 518.000 1,036 PROGRAM CAS145 PAGE 7 DATE 03/27/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-2K8404 TIME 07:03 AM ESTIMATE NO. 035 BID OPENING 03/11/21 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/08/23 R.E. NAME: AQUINO, NOEL DATE OF THIS ESTIMATE 03/27/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 76,918.80 14,415,091.92 ADJUSTMENT OF COMPENSATION 0.00 698,139.47 EXTRA WORK 15,772.24 1,249,201.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 92,691.04 16,362,432.88 141 MOBILIZATION LS 1,755,000.0000 1,755,000.00 1.000 1,755,000 ORIGINAL CONTRACT AMOUNT 17,816,746.50 TOTAL WORK COMPLETED 92,691.04 18,117,432.88 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -63,500.00 TOTAL 92,691.04 18,053,932.88 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 04/23/21 425 06/04/21 06/17/21 12/08/23 471 197 5 0 100% 100% AQUINO, NOEL RESIDENT ENGINEER