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 05/29/25 EST. NO. 003 TIME 09:15 AM R.E. NAME: EPHREM TEWELDEBERHAN 03-3J5334 --------------------------------------------------------------------------- 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 05/29/25 EST. NO. 003 TIME 09:15 AM R.E. NAME: EPHREM TEWELDEBERHAN 03-3J5334 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LTTR 3/2025 -7,000.00 001 DEDUCT LTTR 4/2025 -4,000.00 002 RTN LTTR 3/2025 7,000.00 002 RTN LTTR 4/2025 4,000.00 003 4,000.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 103 -0.01 002 0.00 -0.01 TOTAL DEDUCTIONS 4,000.00 -0.01 PROGRAM CAS145 PAGE 1 DATE 05/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 09:15 AM ESTIMATE NO. 003 BID OPENING 12/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 05/29/25 LOCATION RERUN PROGRESS ESTIMATE 03-SAC-5-26.7/29.0 ----------------------- 03-SAC-80-M0.3/M2.6 TEICHERT ENERGY & UTILITIES SACRAMENTO COUNTY IN AND NEAR SACRAMENTO GROUP, INC. ON ROUTE 80 FROM SACRAMENTO RIVER BRIDGE 3500 AMERICAN RIVER DRIVE AND OVERHEAD (BRYTE BEND) TO ROUTE 5 AND SACRAMENTO CA 95864 ON ROUTE 5 FROM ROUTE 80 TO DEL PASO ROAD FED. AID NO. N O N E MIDDLE-MILE BROADBAND NETWORK ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PRELIMINARY LOCATION EXISTING SUBSURFACE EA 145.7700 13,119.30 61.000 8,891 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 670.8000 42,260.40 15.000 10,062.00 78.000 52,322 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 226.7200 2,040.48 2.000 453.44 11.000 2,493 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 272.4800 1,634.88 6.000 1,634 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 314.1800 942.54 2.000 628.36 2.000 628 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,733.5200 3,733.52 1.000 3,733 007 SUBSISTENCE (LABORER) DAY 72.8000 1,164.80 0.000 0 008 TRAVEL TIME (LABORER) HR 73.5300 2,941.20 0.000 0 009 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 41.6000 17,056.00 0.000 0 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 010 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 73.5400 30,886.80 0.000 0 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 011 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,683.2000 2,683.20 1.000 2,683 (BASELINE) 012 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,232.4000 4,929.60 1.000 1,232.40 2.000 2,464 (MONTHLY UPDATED SCHEDULE) 013 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,800.6700 1,352,043.55 18.000 374,412.06 53.000 1,102,435 VALUE FROM $1M TO $5M (<=100 WDAYS) 014 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 254.8400 2,038.72 8.000 2,038 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) 015 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 254.7600 254.76 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE 51-100 MILES ADD) 016 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 1,019.3700 1,019.37 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE >150 MILES ADD) 017 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 618.8000 6,188.00 3.000 1,856 TRACTOR AND TRAILER) 018 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 2,000.00 1.000 2,000.00 1.000 2,000 MEETING PROGRAM CAS145 PAGE 2 DATE 05/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 09:15 AM ESTIMATE NO. 003 BID OPENING 12/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 05/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 019 HOURLY OFF-SITE HR 200.0000 200.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 020 CONSTRUCTION AREA SIGNS (PORTABLE) EA 145.6000 3,348.80 23.000 3,348 021 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 582.5000 104,850.00 33.000 19,222.50 97.000 56,502 022 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,583.0100 35,830.10 3.000 10,749.03 3.000 10,749 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 023 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 3,390.3600 271,228.80 20.000 67,807.20 68.000 230,544 EXPRESSWAYS 1 LANE CLOSURE) 024 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,104.6100 102,452.13 23.000 71,406.03 42.000 130,393 RAMP CLOSURE) 025 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 3,582.5900 136,138.42 14.000 50,156.26 47.000 168,381 CLOSURE) 026 TRAFFIC CONTROL SYSTEM (SHOULDER EA 3,582.9200 85,990.08 0.000 0 CLOSURE) 027 PORTABLE CHANGEABLE MESSAGE SIGN DAY 122.7400 29,457.60 52.000 6,382.48 139.000 17,060 028 PORTABLE RADAR SPEED FEEDBACK SIGN EA 93.6100 7,488.80 24.000 2,246.64 68.000 6,365 SYSTEM (EA) 029 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 234.0200 1,872.16 0.000 0 (DAY) 030 JOB SITE MANAGEMENT (DAY) DAY 36.4300 2,367.95 16.000 582.88 47.000 1,712 031 LINEAR CONSTRUCTION ACTIVITY EA 3,120.0000 3,120.00 1.000 3,120 NOTIFICATION 032 STORM WATER SAMPLING AND ANALYSIS DAY EA 228.8000 4,576.00 6.000 1,372.80 12.000 2,745 033 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 0.000 0 034 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 353.7000 2,122.20 3.000 1,061.10 3.000 1,061 CONTROL) 035 TEMPORARY HYDRAULIC MULCH SQYD 3.2800 3,312.80 0.000 0 036 TEMPORARY CHECK DAM LF 4.7800 669.20 4.000 19.12 144.000 688 037 TEMPORARY DRAINAGE INLET PROTECTION EA 161.1400 1,611.40 2.000 322 038 TEMPORARY FIBER ROLL LF 3.9000 10,764.00 2,760.000 10,764 039 TEMPORARY SILT FENCE LF 3.4300 2,229.50 560.000 1,920 040 STREET SWEEPING (DAY) DAY 2,381.5400 123,840.08 13.000 30,960.02 36.000 85,735 041 TEMPORARY CONSTRUCTION ENTRANCE EA 4,268.4900 8,536.98 2.000 8,536 042 TEMPORARY CONCRETE WASHOUT (EA) EA 2,760.7200 5,521.44 0.000 0 043 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 816.3900 16,327.80 8.000 6,531.12 13.000 10,613 044 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,404.0000 80,028.00 5.000 7,020.00 28.000 39,312 045 CLEARING AND GRUBBING (BRUSH) ACRE 5,018.0400 5,018.04 0.100 501.80 0.100 501 PROGRAM CAS145 PAGE 3 DATE 05/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 09:15 AM ESTIMATE NO. 003 BID OPENING 12/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 05/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 046 CLEARING AND GRUBBING (LOADING, HAULING CY 36.8500 368.50 0.000 0 AND DISPOSAL)(CY) 047 ROADWAY EXCAVATION (101-500 CY) CY 52.7200 5,799.20 44.000 2,319.68 88.000 4,639 048 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 6.9200 761.20 44.000 304.48 88.000 608 7:30 PM TO 6:00 AM ADD) 049 ROADWAY EXCAVATION (FOR EACH WORK CY 6.6700 1,734.20 44.000 293.48 44.000 293 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 050 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 101.9000 1,120.90 4.500 458.55 4.500 458 051 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 73.8200 812.02 4.500 332.19 4.500 332 052 SURPLUS EXCAVATED MATERIALS (CY) CY 43.9500 2,241.45 20.000 879.00 64.000 2,812 053 CHECK AND TEST EXISTING IRRIGATION HR 208.0200 3,328.32 4.000 832.08 4.000 832 FACILITIES (MINIMUM 4 HOURS PER DAY) 054 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 24,750.00 274,720.000 24,724.80 274,720.000 24,724 055 CLASS 2 AGGREGATE BASE (51-200 CY) CY 150.7600 14,171.44 35.000 5,276.60 72.000 10,854 056 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 14.7700 1,388.38 35.000 516.95 72.000 1,063 WORK 7:30 PM TO 6:00 AM ADD) 057 CLASS 2 AGGREGATE BASE (FOR EACH WORK CY 8.5700 1,799.70 35.000 299.95 35.000 299 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 058 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 265.2800 9,550.08 49.000 12,998.72 49.000 12,998 059 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.8900 644.04 49.000 876.61 49.000 876 WORK 7:30 PM TO 6:00 AM ADD) 060 HOT MIX ASPHALT (TYPE A)(FOR EACH WORK TON 7.8000 561.60 25.000 195.00 25.000 195 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 061 MINOR HOT MIX ASPHALT (1-10 TON) TON 587.9700 5,879.70 10.000 5,879.70 10.000 5,879 062 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 18.7300 187.30 10.000 187.30 10.000 187 WORK 7:30 PM TO 6:00 AM ADD) 063 MINOR HOT MIX ASPHALT (FOR EACH WORK TON 50.9500 1,019.00 1.000 50.95 1.000 50 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 064 TACK COAT TON 858.0000 2,574.00 0.100 85.80 0.100 85 065 MINOR CONCRETE (MISCELLANEOUS CY 1,164.8000 1,164.80 0.000 0 CONSTRUCTION) 066 MINOR CONCRETE (SIDEWALK) CY 2,371.4100 18,971.28 1.000 2,371.41 1.000 2,371 067 MINOR CONCRETE (FOR LESS THAN 10 CY ADD) CY 374.7700 3,372.93 1.000 374.77 1.000 374 068 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.6400 88,088.00 0.000 0 069 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.5600 14,560.00 30.000 436.80 1,249.000 18,185 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 070 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 0.9900 495.00 98.000 97.02 280.000 277 UNDERGROUND OBSTRUCTION ADD) 071 INSTALL CONDUIT AROUND OBSTRUCTION LF 1.0900 545.00 0.000 0 (SURFACE OBSTRUCTION ADD) 072 INSTALL VAULT (TYPE 1) EA 1,065.7900 14,921.06 1.000 1,065.79 14.000 14,921 PROGRAM CAS145 PAGE 4 DATE 05/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 09:15 AM ESTIMATE NO. 003 BID OPENING 12/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 05/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 073 INSTALL VAULT (TYPE 2) EA 1,108.2200 3,324.66 1.000 1,108.22 3.000 3,324 074 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 25.4300 432.31 4.000 101.72 17.000 432 PM TO 6:00 AM ADD) 075 INSTALL VAULT (FOR EACH WORK RESTRICTED EA 78.0600 1,327.02 4.000 312.24 6.000 468 HOUR LESS THAN 8 HOURS ADD) 076 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.2400 58,016.00 25,900.000 58,016.00 25,900.000 58,016 (TYPE 1) 077 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1600 4,144.00 25,900.000 4,144.00 25,900.000 4,144 TIME WORK 7:30 PM TO 6:00 AM ADD) 078 INSTALL FIBER OPTIC CABLE (FOR EACH WORK LF 0.3100 8,029.00 5,350.000 1,658.50 5,350.000 1,658 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 079 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 769.3900 769.39 1.000 769.39 1.000 769 080 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 256.8700 256.87 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 081 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,213.6000 3,213.60 1.000 3,213.60 1.000 3,213 (TYPE 1) 082 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 322.4000 322.40 1.000 322.40 1.000 322 3 SPLICES ADD) 083 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 644.8300 644.83 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 084 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 29.1800 496.06 17.000 496.06 17.000 496 085 INSTALL FLEXIBLE POST DELINEATOR EA 58.3900 2,919.50 19.000 1,109.41 33.000 1,926 NON-REFLECTIVE CLASS 1 086 INSTALL GROUND ROD IN PULL VAULT EA 54.0800 757.12 16.000 865.28 17.000 919 087 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.2100 162,393.00 35.000 427.35 12,309.000 150,292 (1-2" HDPE)(SOIL) 088 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 13.6700 13.67 0.000 0 (1-2" HDPE)(SOIL - COBBLES) 089 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 1.0400 13,832.00 925.000 962.00 12,309.000 12,801 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 090 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7300 9,709.00 35.000 25.55 12,309.000 8,985 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 091 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 3.3300 44,289.00 35.600 118.55 707.600 2,356 (1-2" HDPE)(FOR EACH RESTRICTED HOUR LESS THAN 8 HOURS ADD) 092 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 44.2400 464,520.00 1,732.000 76,623.68 12,232.000 541,143 DRILLING METHOD (1-2" HDPE)(SOIL) 093 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 56.2400 56.24 0.000 0 DRILLING METHOD (1-2" HDPE)(SOIL - COBBLES) 094 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.9000 40,950.00 1,732.000 6,754.80 12,232.000 47,704 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 095 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.9200 20,160.00 1,732.000 3,325.44 12,232.000 23,485 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 096 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 6.3400 48,944.80 98.000 621.32 3,942.000 24,992 DRILLING METHOD (1-2" HDPE)(FOR EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS PROGRAM CAS145 PAGE 5 DATE 05/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 09:15 AM ESTIMATE NO. 003 BID OPENING 12/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 05/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 097 CONDUIT ON STRUCTURE (1-2" TYPE LF 110.9100 44,364.00 186.000 20,629.26 186.000 20,629 1)(OVERHANG) 098 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.4200 3,368.00 186.000 1,566.12 186.000 1,566 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 099 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 350.2000 700.40 2.000 700.40 2.000 700 100 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 554.4900 1,108.98 2.000 1,108.98 2.000 1,108 TYPE 1) 101 LABEL SPLICE ENCLOSURE EA 14.3000 14.30 0.000 0 102 10' CHAIN LINK GATE (TYPE CL-8, EA 910.2100 910.21 0.000 0 EXTENSION ARM) PROGRAM CAS145 PAGE 6 DATE 05/29/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 09:15 AM ESTIMATE NO. 003 BID OPENING 12/20/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 05/29/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 910,645.14 2,988,346.67 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 910,645.14 2,988,346.67 103 MOBILIZATION LS 411,181.6600 411,181.66 1.000 411,181 ORIGINAL CONTRACT AMOUNT 4,111,816.52 TOTAL WORK COMPLETED 910,645.14 3,399,528.33 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 4,000.00 -0.01 TOTAL 914,645.14 3,399,528.32 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 103 MOBILIZATION 411,181.65 411,181.66 0.01 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 01/29/25 65 02/18/25 02/18/25 05/30/25 55 7 0 0 85% 85% PROGRESS IS SATISFACTORY EPHREM TEWELDEBERHAN RESIDENT ENGINEER