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 03/06/24 EST. NO. 001 TIME 01:20 PM R.E. NAME: MOSALLAI, MOJTABA 01-434844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 03/06/24 EST. NO. 001 TIME 01:20 PM R.E. NAME: MOSALLAI, MOJTABA 01-434844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 149 -1,971.53 001 -1,971.53 -1,971.53 TOTAL DEDUCTIONS -1,971.53 -1,971.53 PROGRAM CAS145 PAGE 1 DATE 03/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434844 TIME 01:20 PM ESTIMATE NO. 001 BID OPENING 11/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 03/06/24 LOCATION PROGRESS ESTIMATE 01-MEN-1-R51.3/R52.1 ----------------- MCCULLOUGH CONSTRUCTION INC MENDOCINO COUNTY AT MENDOCINO FROM LARKIN 57 ALDERGROVE ROAD ROAD TO 0.2 MILE SOUTH OF SURFWOOD ESTATES ARCATA CA 95521 ROAD FED. AID NO. ACST-S001(664)E STRUCTURAL CONCRETE, BAR REINFORCING STEEL ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 0.000 0 002 LEVEL 2 CRITICAL PATH METHOD SCHEDULE LS 20,000.0000 20,000.00 0.100 2,000.00 0.100 2,000 003 TIME-RELATED OVERHEAD (LS) LS 1,038,287.0000 1,038,287.00 0.100 103,828.70 0.100 103,828 004 DISPUTE RESOLUTION BOARD ON-SITE MEETING EA 6,000.0000 54,000.00 0.000 0 005 HOURLY OFF-SITE HR 200.0000 4,000.00 0.000 0 DISPUTE-RESOLUTION-BOARD-RELATED TASKS 006 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 0.750 9,000.00 0.750 9,000 007 TRAFFIC CONTROL SYSTEM LS 282,927.0000 282,927.00 0.100 28,292.70 0.100 28,292 008 TYPE III BARRICADE EA 200.0000 1,200.00 0.000 0 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 1,980.00 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 2.0000 7,460.00 0.000 0 011 CHANNELIZER LANE SEPARATION SYSTEM LF 8.0000 5,120.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 2,800.00 0.000 0 013 PLASTIC TRAFFIC DRUMS EA 200.0000 4,800.00 0.000 0 014 PORTABLE RADAR SPEED FEEDBACK SIGN LS 30,000.0000 30,000.00 0.100 3,000.00 0.100 3,000 SYSTEMS (LS) 015 TEMPORARY BARRIER SYSTEM LF 51.9500 62,340.00 0.000 0 016 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 126,124.0000 126,124.00 0.100 12,612.40 0.100 12,612 017 ALTERNATIVE TEMPORARY CRASH CUSHION TL-3 EA 8,330.0000 49,980.00 0.000 0 018 JOB SITE MANAGEMENT LS 165,309.0000 165,309.00 0.100 16,530.90 0.100 16,530 019 STORMWATER POLLUTION PREVENTION PLAN LS 1,500.0000 1,500.00 0.500 750.00 0.500 750 020 RAIN EVENT ACTION PLAN EA 500.0000 36,000.00 0.000 0 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 022 TEMPORARY EROSION CONTROL BLANKET SQYD 6.4800 22,680.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 03/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434844 TIME 01:20 PM ESTIMATE NO. 001 BID OPENING 11/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 03/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 1,500.0000 3,000.00 1.000 1,500.00 1.000 1,500 CONTROL) 024 TEMPORARY HYDRAULIC MULCH (BONDED FIBER SQYD 1.5200 12,160.00 0.000 0 MATRIX) 025 TEMPORARY CHECK DAM LF 20.0000 8,000.00 0.000 0 026 TEMPORARY DRAINAGE INLET PROTECTION EA 225.0000 2,250.00 0.000 0 027 TEMPORARY FIBER ROLL LF 5.7500 3,450.00 828.000 4,761.00 828.000 4,761 028 TEMPORARY GRAVEL BAG BERM LF 30.0000 4,500.00 0.000 0 029 TEMPORARY REINFORCED SILT FENCE LF 9.0500 15,385.00 150.000 1,357.50 150.000 1,357 030 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 8,000.00 0.000 0 031 STREET SWEEPING LS 30,000.0000 30,000.00 0.100 3,000.00 0.100 3,000 032 TEMPORARY CONCRETE WASHOUT LS 10,000.0000 10,000.00 0.000 0 033 WORK AREA MONITORING (BRIDGE) LS 10,000.0000 10,000.00 0.000 0 034 TREATED WOOD WASTE LB 0.5000 4,980.00 0.000 0 035 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 43,000.0000 43,000.00 0.250 10,750.00 0.250 10,750 036 INVASIVE SPECIES CONTROL LS 6,000.0000 6,000.00 0.100 600.00 0.100 600 037 BAT AND BIRD EXCLUSION DEVICES LS 27,363.0000 27,363.00 0.750 20,522.25 0.750 20,522 038 TEMPORARY HIGH-VISIBILITY FENCE LF 4.1500 8,175.50 1,670.000 6,930.50 1,670.000 6,930 039 CLEARING AND GRUBBING (LS) LS 102,481.0000 102,481.00 0.750 76,860.75 0.750 76,860 040 ROADWAY EXCAVATION CY 41.0700 698,190.00 0.000 0 041 ROADWAY EXCAVATION (TYPE Z-2) (AERIALLY CY 341.6200 112,734.60 0.000 0 DEPOSITED LEAD) 042 ROADWAY EXCAVATION (TOPSOIL) CY 93.3700 38,281.70 0.000 0 043 SHOULDER BACKING TON 103.1100 8,042.58 0.000 0 044 STRUCTURE EXCAVATION (TYPE D) CY 1,151.0800 559,424.88 0.000 0 (F) 045 STRUCTURE BACKFILL CY 184.4700 2,582.58 0.000 0 (F) 046 STRUCTURE BACKFILL (BRIDGE) CY 702.0800 187,455.36 0.000 0 (F) 047 SODIUM BENTONITE CLAY CY 711.5000 24,475.60 0.000 0 048 DITCH EXCAVATION CY 46.9400 24,878.20 0.000 0 049 ROADSIDE CLEARING LS 396,730.0000 396,730.00 1.000 396,730.00 1.000 396,730 PROGRAM CAS145 PAGE 3 DATE 03/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434844 TIME 01:20 PM ESTIMATE NO. 001 BID OPENING 11/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 03/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,500.0000 6,000.00 0.000 0 051 HYDRAULIC BIOTIC GROWTH MEDIUM SQFT 0.2500 38,500.00 0.000 0 052 FIBER REINFORCED MATRIX (SQFT) SQFT 0.1600 24,640.00 0.000 0 053 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 6.5000 1,885.00 0.000 0 054 FIBER ROLLS LF 9.1000 2,184.00 0.000 0 055 COMPOST (CY) CY 150.0000 300.00 0.000 0 056 INCORPORATE MATERIALS SQFT 0.2500 72.50 0.000 0 057 CLASS 2 AGGREGATE BASE (CY) CY 111.0600 127,719.00 0.000 0 058 HOT MIX ASPHALT (TYPE A) TON 226.2400 742,067.20 0.000 0 059 ASPHALTIC EMULSION (BONDED WEARING TON 3,000.0000 1,200.00 0.000 0 COURSE) 060 ASPHALT BINDER (GEOSYNTHETIC PAVEMENT TON 1,818.0000 3,999.60 0.000 0 INTERLAYER) 061 GEOSYNTHETIC PAVEMENT INTERLAYER (PAVING SQYD 24.2400 21,331.20 0.000 0 FABRIC) 062 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 6.0700 9,469.20 0.000 0 063 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0700 971.20 0.000 0 064 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 6.0700 3,338.50 0.000 0 065 TACK COAT TON 1,939.2000 11,635.20 0.000 0 066 REMOVE ASPHALT CONCRETE DIKE LF 4.0000 8,280.00 0.000 0 067 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 3.9000 39,780.00 0.000 0 068 GROUND ANCHOR (SUBHORIZONTAL) EA 12,300.0000 196,800.00 0.000 0 069 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 350.0000 22,750.00 0.000 0 070 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 685.0000 131,520.00 0.000 0 (ROCK SOCKET) 071 PRESTRESSING CAST-IN-PLACE CONCRETE LS 41,160.0000 41,160.00 0.000 0 072 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 1,940.0000 118,340.00 0.000 0 (F) 073 STRUCTURAL CONCRETE, BRIDGE CY 2,380.0800 1,442,328.48 0.000 0 (F) 074 STRUCTURAL CONCRETE, BRIDGE (POLYMER CY 2,863.0000 372,190.00 0.000 0 (F) FIBER) 075 AGGREGATE BASE (APPROACH SLAB) CY 250.0000 2,000.00 0.000 0 076 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,348.8000 70,137.60 0.000 0 (F) N) PROGRAM CAS145 PAGE 4 DATE 03/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434844 TIME 01:20 PM ESTIMATE NO. 001 BID OPENING 11/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 03/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, HEADWALL CY 2,200.0000 22,220.00 0.000 0 (F) 078 STRUCTURAL CONCRETE, DRAINAGE INLET CY 3,100.0000 66,650.00 0.000 0 (F) 079 STRUCTURAL CONCRETE, APPROACH SLAB (TYPE CY 1,194.9900 94,404.21 0.000 0 R MODIFIED) 080 MINOR CONCRETE (MINOR STRUCTURE) CY 1,900.0000 26,600.00 0.000 0 (F) 081 DRILL AND BOND DOWEL LF 66.0000 30,426.00 0.000 0 082 CLEAN EXPANSION JOINT LF 20.0000 1,120.00 0.000 0 083 PIPE PIN LB 7.2500 23,323.25 0.000 0 (F) 084 JOINT SEAL (MR 2") LF 120.0000 11,280.00 0.000 0 085 BAR REINFORCING STEEL (BRIDGE, EPOXY LB 1.8000 347,400.00 0.000 0 (F) COATED) 086 RAPID SETTING CONCRETE (PATCH) CF 400.0000 11,200.00 0.000 0 087 REMOVE UNSOUND CONCRETE CF 300.0000 8,400.00 0.000 0 088 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 23,620.00 0.000 0 089 FURNISH POLYESTER CONCRETE OVERLAY CF 100.0000 118,100.00 0.000 0 090 PLACE POLYESTER CONCRETE OVERLAY SQFT 9.5000 112,195.00 0.000 0 (F) 091 CORE CONCRETE (5") LF 200.0000 3,600.00 0.000 0 092 CORE CONCRETE (7") LF 300.0000 600.00 0.000 0 093 BRIDGE REMOVAL (PORTION) LS 249,633.0000 249,633.00 0.000 0 094 18" PLASTIC PIPE LF 172.0000 18,920.00 0.000 0 095 24" PLASTIC PIPE LF 300.0000 1,500.00 0.000 0 096 30" PLASTIC PIPE LF 335.2100 70,394.10 0.000 0 097 42" REINFORCED CONCRETE PIPE LF 600.0000 3,600.00 0.000 0 098 30" CORRUGATED STEEL PIPE (.109" THICK) LF 414.3800 111,882.60 0.000 0 099 24" PLASTIC PIPE DOWNDRAIN LF 158.6900 14,282.10 0.000 0 100 30" PLASTIC PIPE DOWNDRAIN LF 193.2900 13,530.30 0.000 0 101 24" ENTRANCE TAPER EA 960.0000 960.00 0.000 0 102 24" ANCHOR ASSEMBLY EA 1,254.0000 1,254.00 0.000 0 103 30" ANCHOR ASSEMBLY EA 1,563.0000 7,815.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 03/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434844 TIME 01:20 PM ESTIMATE NO. 001 BID OPENING 11/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 03/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 DRAINAGE INLET MARKER EA 95.0000 665.00 0.000 0 105 12" WELDED STEEL PIPE CASING (BRIDGE) LF 204.0000 32,640.00 0.000 0 106 18" ALTERNATIVE FLARED END SECTION EA 955.0000 1,910.00 0.000 0 107 REMOVE CULVERT (LF) LF 30.0000 3,300.00 0.000 0 108 REMOVE DOWNDRAIN (EA) EA 800.0000 2,400.00 0.000 0 109 REMOVE INLET EA 2,000.0000 4,000.00 0.000 0 110 ADJUST OVERSIDE DRAIN EA 800.0000 800.00 0.000 0 111 CONCRETE (CONCRETE APRON) CY 1,200.0000 11,760.00 0.000 0 112 SLOPE PAVING (CONCRETE) CY 1,200.0000 2,160.00 0.000 0 113 ROCK SLOPE PROTECTION (60 LB, CLASS II, CY 250.0000 11,250.00 0.000 0 METHOD B) (CY) 114 GRAVEL FILTER (UNIVERSAL) CY 300.0000 3,600.00 0.000 0 115 MISCELLANEOUS IRON AND STEEL LB 6.0000 11,460.00 0.000 0 (F) 116 INLET GRATE EA 1,200.0000 2,400.00 0.000 0 117 MISCELLANEOUS METAL (BRIDGE) LB 16.5000 32,175.00 0.000 0 (F) 118 DESTROY WELL EA 15,000.0000 30,000.00 0.000 0 119 RESET MAILBOX EA 600.0000 1,200.00 0.000 0 120 REMOVE PAVEMENT MARKER EA 5.0000 1,350.00 0.000 0 121 PAVEMENT MARKER (RETROREFLECTIVE) EA 13.0000 3,250.00 0.000 0 122 MARKER (CULVERT) EA 95.0000 570.00 0.000 0 123 TREATMENT BEST MANAGEMENT PRACTICE EA 200.0000 800.00 0.000 0 MARKER 124 OBJECT MARKER (TYPE P) EA 275.0000 550.00 0.000 0 125 OBJECT MARKER (TYPE L-1) EA 75.0000 300.00 0.000 0 126 REMOVE MARKER EA 33.0000 132.00 0.000 0 127 RESET ROADSIDE SIGN EA 200.0000 2,200.00 0.000 0 128 MIDWEST GUARDRAIL SYSTEM (STEEL POST) LF 55.0000 17,600.00 0.000 0 129 VEGETATION CONTROL (MINOR CONCRETE) SQYD 115.1600 21,880.40 0.000 0 130 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 45.0000 9,990.00 0.000 0 (F) PROGRAM CAS145 PAGE 6 DATE 03/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434844 TIME 01:20 PM ESTIMATE NO. 001 BID OPENING 11/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 03/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 TUBULAR BICYCLE RAILING LF 79.5000 42,771.00 0.000 0 (F) 132 PEDESTRIAN RAILING LF 475.9600 188,004.20 0.000 0 (F) 133 CABLE RAILING LF 175.0000 5,250.00 0.000 0 (F) 134 TRANSITION RAILING (TYPE WB-31) EA 5,000.0000 20,000.00 0.000 0 135 END ANCHOR ASSEMBLY (TYPE SFT-M) EA 1,800.0000 1,800.00 0.000 0 136 ALTERNATIVE IN-LINE TERMINAL TL-3 EA 4,700.0000 23,500.00 0.000 0 137 CONCRETE BARRIER (TYPE 85 MODIFIED) LF 517.0000 291,071.00 0.000 0 (F) 138 REMOVE GUARDRAIL LF 7.0000 3,080.00 0.000 0 139 REMOVE BARRIER RAILING LF 8.2900 1,160.60 0.000 0 140 THERMOPLASTIC PAVEMENT MARKING (ENHANCED SQFT 25.0000 8,250.00 0.000 0 WET NIGHT VISIBILITY) 141 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 1,820.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 142 6" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 20,200.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 143 8" THERMOPLASTIC TRAFFIC STRIPE LF 45.0000 2,745.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 144 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 5,440.00 0.000 0 145 12" RUMBLE STRIP (ASPHALT CONCRETE STA 385.0000 9,625.00 0.000 0 PAVEMENT) 146 6" TRAFFIC STRIPE TAPE LF 40.0000 18,000.00 0.000 0 147 6" TRAFFIC STRIPE TAPE WITH CONTRAST LF 40.0000 18,000.00 0.000 0 148 TEMPORARY SIGNAL SYSTEMS LS 253,185.0000 253,185.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 03/06/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-434844 TIME 01:20 PM ESTIMATE NO. 001 BID OPENING 11/09/23 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/24 R.E. NAME: MOSALLAI, MOJTABA DATE OF THIS ESTIMATE 03/06/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 699,026.70 699,026.70 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 699,026.70 699,026.70 149 MOBILIZATION LS 1,142,970.0000 1,142,970.00 0.500 571,485.00 0.500 571,485 ORIGINAL CONTRACT AMOUNT 11,390,269.44 TOTAL WORK COMPLETED 1,270,511.70 1,270,511.70 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -1,971.53 -1,971.53 TOTAL 1,268,540.17 1,268,540.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 149 MOBILIZATION 1,139,026.94 1,142,970.00 3,943.06 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 01/10/24 285 03/05/24 01/22/24 05/01/25 1 4 0 0 11% 0% PROGRESS IS SATISFACTORY *** SUSPENDED ON 03/05/24. MOSALLAI, MOJTABA RESIDENT ENGINEER