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 03/24/25 EST. NO. 001 TIME 11:39 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 03/24/25 EST. NO. 001 TIME 11:39 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 -7,000.00 -7,000.00 TOTAL DEDUCTIONS -7,000.00 -7,000.00 PROGRAM CAS145 PAGE 1 DATE 03/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 11:39 AM ESTIMATE NO. 001 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 03/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 03/24/25 LOCATION 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 8,891.97 61.000 8,891 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 670.8000 42,260.40 63.000 42,260.40 63.000 42,260 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 226.7200 2,040.48 9.000 2,040.48 9.000 2,040 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 272.4800 1,634.88 0.000 0 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 314.1800 942.54 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,733.5200 3,733.52 1.000 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 2,683.20 1.000 2,683 (BASELINE) 012 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,232.4000 4,929.60 0.000 0 (MONTHLY UPDATED SCHEDULE) 013 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,800.6700 1,352,043.55 17.000 353,611.39 17.000 353,611 VALUE FROM $1M TO $5M (<=100 WDAYS) 014 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 254.8400 2,038.72 8.000 2,038.72 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 1.000 618.80 1.000 618 TRACTOR AND TRAILER) 018 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 2,000.00 0.000 0 MEETING PROGRAM CAS145 PAGE 2 DATE 03/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 11:39 AM ESTIMATE NO. 001 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 03/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 03/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,348.80 23.000 3,348 021 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 582.5000 104,850.00 26.000 15,145.00 26.000 15,145 022 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,583.0100 35,830.10 0.000 0 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 023 TRAFFIC CONTROL SYSTEM (FREEWAYS AND EA 3,390.3600 271,228.80 19.000 64,416.84 19.000 64,416 EXPRESSWAYS 1 LANE CLOSURE) 024 TRAFFIC CONTROL SYSTEM (ENTRANCE OR EXIT EA 3,104.6100 102,452.13 19.000 58,987.59 19.000 58,987 RAMP CLOSURE) 025 TRAFFIC CONTROL SYSTEM (CONNECTING RAMP EA 3,582.5900 136,138.42 16.000 57,321.44 16.000 57,321 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 33.000 4,050.42 33.000 4,050 028 PORTABLE RADAR SPEED FEEDBACK SIGN EA 93.6100 7,488.80 17.000 1,591.37 17.000 1,591 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 13.000 473.59 13.000 473 031 LINEAR CONSTRUCTION ACTIVITY EA 3,120.0000 3,120.00 0.000 0 NOTIFICATION 032 STORM WATER SAMPLING AND ANALYSIS DAY EA 228.8000 4,576.00 0.000 0 033 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 0.000 0 CONTROL) 035 TEMPORARY HYDRAULIC MULCH SQYD 3.2800 3,312.80 0.000 0 036 TEMPORARY CHECK DAM LF 4.7800 669.20 140.000 669.20 140.000 669 037 TEMPORARY DRAINAGE INLET PROTECTION EA 161.1400 1,611.40 2.000 322.28 2.000 322 038 TEMPORARY FIBER ROLL LF 3.9000 10,764.00 800.000 3,120.00 800.000 3,120 039 TEMPORARY SILT FENCE LF 3.4300 2,229.50 560.000 1,920.80 560.000 1,920 040 STREET SWEEPING (DAY) DAY 2,381.5400 123,840.08 5.000 11,907.70 5.000 11,907 041 TEMPORARY CONSTRUCTION ENTRANCE EA 4,268.4900 8,536.98 2.000 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 0.000 0 044 CONTRACTOR-SUPPLIED ARCHEOLOGIST (DAY) DAY 1,404.0000 80,028.00 5.000 7,020.00 5.000 7,020 045 CLEARING AND GRUBBING (BRUSH) ACRE 5,018.0400 5,018.04 0.000 0 PROGRAM CAS145 PAGE 3 DATE 03/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 11:39 AM ESTIMATE NO. 001 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 03/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 03/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 048 ROADWAY EXCAVATION (FOR NIGHT TIME WORK CY 6.9200 761.20 0.000 0 7:30 PM TO 6:00 AM ADD) 049 ROADWAY EXCAVATION (FOR EACH WORK CY 6.6700 1,734.20 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 050 STRUCTURE EXCAVATION (TYPE 1 CONDUIT) CY 101.9000 1,120.90 0.000 0 051 STRUCTURE BACKFILL (TYPE 1 CONDUIT) CY 73.8200 812.02 0.000 0 052 SURPLUS EXCAVATED MATERIALS (CY) CY 43.9500 2,241.45 0.000 0 053 CHECK AND TEST EXISTING IRRIGATION HR 208.0200 3,328.32 0.000 0 FACILITIES (MINIMUM 4 HOURS PER DAY) 054 BONDED FIBER MATRIX (SQFT) SQFT 0.0900 24,750.00 0.000 0 055 CLASS 2 AGGREGATE BASE (51-200 CY) CY 150.7600 14,171.44 0.000 0 056 CLASS 2 AGGREGATE BASE (FOR NIGHT TIME CY 14.7700 1,388.38 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 057 CLASS 2 AGGREGATE BASE (FOR EACH WORK CY 8.5700 1,799.70 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 058 HOT MIX ASPHALT (TYPE A)(1-100 TON) TON 265.2800 9,550.08 0.000 0 059 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.8900 644.04 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 060 HOT MIX ASPHALT (TYPE A)(FOR EACH WORK TON 7.8000 561.60 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 061 MINOR HOT MIX ASPHALT (1-10 TON) TON 587.9700 5,879.70 0.000 0 062 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 18.7300 187.30 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 063 MINOR HOT MIX ASPHALT (FOR EACH WORK TON 50.9500 1,019.00 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 064 TACK COAT TON 858.0000 2,574.00 0.000 0 065 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 0.000 0 067 MINOR CONCRETE (FOR LESS THAN 10 CY ADD) CY 374.7700 3,372.93 0.000 0 068 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.6400 88,088.00 0.000 0 069 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.5600 14,560.00 158.000 2,300.48 158.000 2,300 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 070 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 0.9900 495.00 60.000 59.40 60.000 59 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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 03/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 11:39 AM ESTIMATE NO. 001 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 03/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 03/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 074 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 25.4300 432.31 0.000 0 PM TO 6:00 AM ADD) 075 INSTALL VAULT (FOR EACH WORK RESTRICTED EA 78.0600 1,327.02 0.000 0 HOUR LESS THAN 8 HOURS ADD) 076 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.2400 58,016.00 0.000 0 (TYPE 1) 077 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1600 4,144.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 078 INSTALL FIBER OPTIC CABLE (FOR EACH WORK LF 0.3100 8,029.00 0.000 0 RESTRICTED HOUR LESS THAN 8 HOURS ADD) 079 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 769.3900 769.39 0.000 0 080 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 0.000 0 (TYPE 1) 082 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 322.4000 322.40 0.000 0 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 0.000 0 085 INSTALL FLEXIBLE POST DELINEATOR EA 58.3900 2,919.50 0.000 0 NON-REFLECTIVE CLASS 1 086 INSTALL GROUND ROD IN PULL VAULT EA 54.0800 757.12 0.000 0 087 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 12.2100 162,393.00 0.000 0 (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 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 090 INSTALL CONDUIT 42" DEPTH TRENCH METHOD LF 0.7300 9,709.00 0.000 0 (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 0.000 0 (1-2" HDPE)(FOR EACH RESTRICTED HOUR LESS THAN 8 HOURS ADD) 092 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 44.2400 464,520.00 2,096.000 92,727.04 2,096.000 92,727 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 2,096.000 8,174.40 2,096.000 8,174 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 095 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.9200 20,160.00 2,096.000 4,024.32 2,096.000 4,024 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 48,944.80 350.000 2,219.00 350.000 2,219 DRILLING METHOD (1-2" HDPE)(FOR EACH WORK RESTRICTED HOUR LESS THAN 8 HOURS PROGRAM CAS145 PAGE 5 DATE 03/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 11:39 AM ESTIMATE NO. 001 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 03/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 03/24/25 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 1)(OVERHANG) 098 CONDUIT ON STRUCTURE (1-2" TYPE 1)(FOR LF 8.4200 3,368.00 0.000 0 NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 099 CONDUIT EXPANSION FITTING (2" TYPE 1) EA 350.2000 700.40 0.000 0 100 CONDUIT EXPANSION-DEFLECTION FITTING (2" EA 554.4900 1,108.98 0.000 0 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 03/24/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J5334 TIME 11:39 AM ESTIMATE NO. 001 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 03/20/25 R.E. NAME: EPHREM TEWELDEBERHAN DATE OF THIS ESTIMATE 03/24/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 764,215.13 764,215.13 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 764,215.13 764,215.13 103 MOBILIZATION LS 411,181.6600 411,181.66 0.750 308,386.25 0.750 308,386 ORIGINAL CONTRACT AMOUNT 4,111,816.52 TOTAL WORK COMPLETED 1,072,601.38 1,072,601.38 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -7,000.00 -7,000.00 TOTAL 1,065,601.38 1,065,601.38 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 05/27/25 19 4 0 0 26% 29% PROGRESS IS SATISFACTORY EPHREM TEWELDEBERHAN RESIDENT ENGINEER