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 01/21/25 EST. NO. 006 TIME 09:22 AM R.E. NAME: CHRISTOPHER REBOLLO 03-3J6404 --------------------------------------------------------------------------- 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 01/21/25 EST. NO. 006 TIME 09:22 AM R.E. NAME: CHRISTOPHER REBOLLO 03-3J6404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DEDUCT LETTER 10/24 -10,000.00 004 DEDUCT LETTER 11/24 -9,000.00 005 DEDUCT LETTER 12/24 -6,000.00 006 DEDUCT LETTER 1/25 -4,000.00 006 -10,000.00 -29,000.00 TOTAL DEDUCTIONS -10,000.00 -29,000.00 PROGRAM CAS145 PAGE 1 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J6404 TIME 09:22 AM ESTIMATE NO. 006 BID OPENING 06/24/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: CHRISTOPHER REBOLLO DATE OF THIS ESTIMATE 01/21/25 LOCATION PROGRESS ESTIMATE 03-PLA-28-0.1/9.3 ----------------- TEICHERT ENERGY & UTILITIES PLACER COUNTY FROM 0.1 MILE EAST OF ROUTE GROUP, INC. 89 AT TAHOE CITY TO 0.1 MILE WEST OF ROUTE 3500 AMERICAN RIVER DRIVE 267 AT KINGS BEACH SACRAMENTO CA 95864 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 134,983.02 732.000 106,703 INFRASTRUCTURE 002 POSITIVE LOCATION EXISTING SUBSURFACE EA 670.8000 372,964.80 675.000 452,790 INFRASTRUCTURE 003 POSITIVE LOCATION EXISTING SUBSURFACE EA 226.7200 18,817.76 276.000 62,574 INFRASTRUCTURE (FOR DEPTH 5' TO 10' ADD) 004 POSITIVE LOCATION EXISTING SUBSURFACE EA 272.4800 15,258.88 5.000 1,362 INFRASTRUCTURE (FOR DEPTH 10' TO 15' ADD) 005 POSITIVE LOCATION EXISTING SUBSURFACE EA 314.1800 8,797.04 0.000 0 INFRASTRUCTURE (FOR DEPTH 15' TO 20' ADD) 006 LEAD COMPLIANCE PLAN (EA) EA 3,733.5200 3,733.52 1.000 3,733 007 SUBSISTENCE (CABLE SPLICER) DAY 163.8000 3,276.00 0.000 0 008 SUBSISTENCE (CARPENTER) DAY 52.0000 5,668.00 0.000 0 009 SUBSISTENCE (CEMENT MASON) DAY 67.6000 7,368.40 0.000 0 010 SUBSISTENCE (COMMUNICATION & SYSTEM DAY 218.4000 9,828.00 0.000 0 INSTALLER) 011 SUBSISTENCE (OPERATING ENGINEER) DAY 83.2000 22,464.00 371.000 30,867 012 SUBSISTENCE (TEAMSTER) DAY 20.8000 9,859.20 0.000 0 013 SUBSISTENCE (LABORER) DAY 72.8000 53,508.00 939.000 68,359 014 TRAVEL TIME (LABORER) HR 73.5300 50,735.70 798.000 58,676 015 SUBSISTENCE (TRAFFIC CONTROL/LANE DAY 41.6000 35,443.20 636.000 26,457 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 016 TRAVEL TIME (TRAFFIC CONTROL/LANE HR 73.5400 57,655.36 594.000 43,682 CLOSURE: LABORER AND PARKING AND HIGHWAY IMPROVEMENT PAINTER: LABORER) 017 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 2,683.2000 2,683.20 1.000 2,683 (BASELINE) 018 LEVEL 2 CRITICAL PATH METHOD SCHEDULE EA 1,232.4000 16,021.20 0.000 0 (MONTHLY UPDATED SCHEDULE) 019 TIME-RELATED OVERHEAD FOR WORK ORDER WDAY 20,800.2100 2,496,025.20 64.000 1,331,213 VALUE FROM $10M TO $25M (200-300 WDAYS) 020 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 254.8400 2,038.72 36.500 9,301 AXLE TRUCK ROLLOFF OR TWO AXLE TRUCK AND TILT TRAILER) PROGRAM CAS145 PAGE 2 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J6404 TIME 09:22 AM ESTIMATE NO. 006 BID OPENING 06/24/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: CHRISTOPHER REBOLLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 021 MOVE-IN/MOVE-OUT EQUIPMENT (USING TWO EA 509.5200 4,076.16 0.000 0 AXLE TRUCK)(FOR HAUL DISTANCE 101-150 MILES ADD) 022 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 618.8000 81,062.80 69.000 42,697 TRACTOR AND TRAILER) 023 MOVE-IN/MOVE-OUT EQUIPMENT (USING EA 987.7500 10,865.25 0.000 0 TRACTOR AND TRAILER)(FOR HAUL DISTANCE 101-150 MILES ADD) 024 DISPUTE RESOLUTION ADVISOR ON-SITE EA 2,000.0000 6,000.00 0.000 0 MEETING 025 HOURLY OFF-SITE HR 200.0000 2,400.00 0.000 0 DISPUTE-RESOLUTION-ADVISOR-RELATED TASKS 026 CONSTRUCTION AREA SIGNS (ONE POST) EA 317.2600 32,360.52 40.000 12,690 027 STATIONARY IMPACT ATTENUATOR VEHICLE DAY 582.5000 384,450.00 74.000 43,105 028 PORTABLE VARIABLE SPEED LIMIT SIGN DAY 109.2000 13,322.40 0.000 0 SYSTEM 029 TRAFFIC CONTROL SYSTEM (MULTILANE EA 2,906.8400 218,013.00 12.000 34,882 CONVENTIONAL HIGHWAY LANE CLOSURE) 030 TRAFFIC CONTROL SYSTEM (TWO LANE EA 3,583.0100 913,667.55 179.500 643,150 CONVENTIONAL HIGHWAY REVERSIBLE CONTROL) 031 ADDITIONAL OR ADVANCE FLAGGER (DAY) DAY 1,388.4400 916,370.40 185.000 256,861 032 PORTABLE CHANGEABLE MESSAGE SIGN DAY 122.7400 71,802.90 18.000 2,209.32 284.000 34,858 033 PORTABLE RADAR SPEED FEEDBACK SIGN EA 93.6100 61,782.60 0.000 0 SYSTEM (EA) 034 AUTOMATED FLAGGER ASSISTANCE DEVICE EA 234.0200 119,350.20 20.000 4,680.40 272.000 63,653 (DAY) 035 JOB SITE MANAGEMENT (DAY) DAY 36.4300 4,007.30 32.000 1,165.76 75.000 2,732 036 PREPARE STORM WATER POLLUTION PREVENTION EA 1,492.6100 1,492.61 0.000 0 PLAN 037 RAIN EVENT ACTION PLAN EA 500.0000 30,000.00 1.000 500.00 2.000 1,000 038 STORM WATER SAMPLING AND ANALYSIS DAY EA 228.8000 6,864.00 0.000 0 039 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 0.000 0 040 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 353.7000 8,842.50 1.000 353 CONTROL) 041 MOVE-IN/MOVE-OUT (TEMPORARY EROSION EA 150.8400 3,771.00 0.000 0 CONTROL)(FOR DISTANCE 101-150 MILES ADD) 042 TEMPORARY HYDRAULIC MULCH SQYD 3.2800 918.40 0.000 0 043 TEMPORARY CHECK DAM LF 4.7800 9,751.20 0.000 0 044 TEMPORARY DRAINAGE INLET PROTECTION EA 161.1400 19,336.80 271.000 43,668 045 TEMPORARY FIBER ROLL LF 3.9000 819.00 18.000 70.20 26,437.000 103,104 046 STREET SWEEPING (DAY) DAY 2,381.5400 238,154.00 34.000 80,972.36 87.000 207,193 PROGRAM CAS145 PAGE 3 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J6404 TIME 09:22 AM ESTIMATE NO. 006 BID OPENING 06/24/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: CHRISTOPHER REBOLLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 047 TEMPORARY CONCRETE WASHOUT (EA) EA 2,760.7200 5,521.44 2.000 5,521 048 SURPLUS EXCAVATED MATERIALS (CY) CY 43.9500 219,750.00 388.500 17,074.58 3,731.020 163,978 049 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 16.3300 16.33 391.550 6,394.01 3,731.150 60,929 DISTANCE 10-35 MILES ADD) 050 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 32.6600 32.66 0.000 0 DISTANCE 36-60 MILES ADD) 051 SURPLUS EXCAVATED MATERIALS (FOR HAUL CY 38.1200 190,523.76 0.000 0 DISTANCE >60 MILES ADD) 052 SURPLUS EXCAVATED MATERIALS (FOR TESTING CY 2.0300 4,090.45 0.000 0 ADD) 053 WOOD MULCH (101-500 CY) CY 73.8500 36,925.00 0.000 0 054 HOT MIX ASPHALT (TYPE A)(2,001-5,000 TON 166.3900 439,269.60 1,563.220 260,104.18 2,306.430 383,766 TON) 055 HOT MIX ASPHALT (TYPE A)(FOR NIGHT TIME TON 17.8900 47,229.60 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 056 MINOR HOT MIX ASPHALT (1-10 TON) TON 587.9700 587.97 0.000 0 057 MINOR HOT MIX ASPHALT (11-25 TON) TON 571.9200 571.92 -53.000 -30,311.76 0.000 0 058 MINOR HOT MIX ASPHALT (26-100 TON) TON 286.0300 286.03 -60.000 -17,161.80 0.000 0 059 MINOR HOT MIX ASPHALT (>100 TON) TON 249.6500 132,314.50 76.000 18,973.40 417.000 104,104 060 MINOR HOT MIX ASPHALT (FOR NIGHT TIME TON 18.7300 9,926.90 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 061 TACK COAT TON 858.0000 13,728.00 2.330 1,999.14 2.330 1,999 062 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5600 13,510.80 0.000 0 (DEPTH 0.15') 063 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 8.4800 115,328.00 -2,441.950 -20,707.74 1,768.750 14,999 (DEPTH 0.25') 064 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.6200 9,938.60 0.000 0 (FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 065 MINOR CONCRETE (CURB AND GUTTER) CY 1,674.4000 11,720.80 0.000 0 066 MINOR CONCRETE (FOR LESS THAN 10 CY ADD) CY 374.7700 2,623.39 0.000 0 067 UNDERGROUND INFRASTRUCTURE DOCUMENTATION LF 3.6400 175,062.16 0.000 0 068 INSTALL CONDUIT AROUND OBSTRUCTION LF 14.5600 33,196.80 183.000 2,664.48 4,184.000 60,919 (SHALLOW UNDERGROUND OBSTRUCTION ADD) 069 INSTALL CONDUIT AROUND OBSTRUCTION (DEEP LF 0.9900 564.30 90.000 89.10 4,625.000 4,578 UNDERGROUND OBSTRUCTION ADD) 070 INSTALL VAULT (TYPE 1) EA 1,065.7900 9,592.11 2.000 2,131 071 INSTALL VAULT (TYPE 2) EA 1,108.2200 5,541.10 1.000 1,108 072 INSTALL VAULT (TYPE 3) EA 1,679.0600 16,790.60 6.000 10,074 PROGRAM CAS145 PAGE 4 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J6404 TIME 09:22 AM ESTIMATE NO. 006 BID OPENING 06/24/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: CHRISTOPHER REBOLLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 073 INSTALL VAULT (FOR BOULDERS - ROCK ADD) EA 345.2800 3,452.80 1.000 345.28 6.000 2,071 074 INSTALL VAULT (FOR NIGHT TIME WORK 7:30 EA 25.4300 610.32 2.000 50.86 8.000 203 PM TO 6:00 AM ADD) 075 INSTALL FIBER OPTIC CABLE 288 STRANDS LF 2.2400 113,120.00 0.000 0 (TYPE 1) 076 INSTALL FIBER OPTIC CABLE (FOR NIGHT LF 0.1600 8,080.00 0.000 0 TIME WORK 7:30 PM TO 6:00 AM ADD) 077 INSTALL SPLICE ENCLOSURE (TYPE 1) EA 769.3900 1,538.78 0.000 0 078 INSTALL SPLICE ENCLOSURE (TYPE 2) EA 873.3900 873.39 0.000 0 079 INSTALL SPLICE ENCLOSURE (FOR NIGHT TIME EA 256.8700 770.61 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 080 SPLICE FIBER OPTIC CABLE 288 STRANDS EA 3,213.6000 6,427.20 0.000 0 (TYPE 1) 081 SPLICE FIBER OPTIC CABLE (FOR LESS THAN EA 322.4000 644.80 0.000 0 3 SPLICES ADD) 082 SPLICE FIBER OPTIC CABLE (FOR NIGHT TIME EA 644.8300 1,934.49 0.000 0 WORK 7:30 PM TO 6:00 AM ADD) 083 INSTALL OBJECT MARKER (TYPE K-2(CA)) EA 29.1800 408.52 0.000 0 084 METALLIC DISK MARKER EA 58.4100 9,345.60 0.000 0 085 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 11.2700 946.68 0.000 0 (1-2" HDPE)(SOIL) 086 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 19.3800 2,131.80 0.000 0 (1-2" HDPE)(SOIL - BOULDERS) 087 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 36.4500 328.05 0.000 0 (1-2" HDPE)(ROCK 2) 088 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 1.0400 206.96 0.000 0 (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 089 INSTALL CONDUIT 36" DEPTH TRENCH METHOD LF 0.7300 145.27 -1,597.000 -1,165.81 0.000 0 (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 090 INSTALL CONDUIT TRENCH IN PAVEMENT LF 20.4200 457,408.00 19,506.000 398,312 METHOD (1-2" HDPE)(SOIL) 091 INSTALL CONDUIT TRENCH IN PAVEMENT LF 23.4900 441,612.00 8,021.000 188,413 METHOD (1-2" HDPE)(SOIL - BOULDERS) 092 INSTALL CONDUIT TRENCH IN PAVEMENT LF 31.9600 15,021.20 200.000 6,392 METHOD (1-2" HDPE)(ROCK 2) 093 INSTALL CONDUIT TRENCH IN PAVEMENT LF 1.5600 65,052.00 2,646.000 4,127.76 21,461.000 33,479 METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 094 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.5000 2.50 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 095 INSTALL CONDUIT TRENCH IN PAVEMENT LF 4.9900 4.99 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 096 INSTALL CONDUIT TRENCH IN PAVEMENT LF 7.4900 7.49 19,506.000 146,099 METHOD (1-2" HDPE)(SOIL)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) PROGRAM CAS145 PAGE 5 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J6404 TIME 09:22 AM ESTIMATE NO. 006 BID OPENING 06/24/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: CHRISTOPHER REBOLLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 097 INSTALL CONDUIT TRENCH IN PAVEMENT LF 9.9800 223,352.40 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 098 INSTALL CONDUIT TRENCH IN PAVEMENT LF 12.4800 12.48 0.000 0 METHOD (1-2" HDPE)(SOIL)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 099 INSTALL CONDUIT TRENCH IN PAVEMENT LF 2.9600 2.96 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 100 INSTALL CONDUIT TRENCH IN PAVEMENT LF 5.9300 5.93 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 101 INSTALL CONDUIT TRENCH IN PAVEMENT LF 8.8900 8.89 8,021.000 71,306 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 102 INSTALL CONDUIT TRENCH IN PAVEMENT LF 11.8600 222,434.30 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 103 INSTALL CONDUIT TRENCH IN PAVEMENT LF 14.8200 14.82 0.000 0 METHOD (1-2" HDPE)(SOIL - BOULDERS)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 104 INSTALL CONDUIT TRENCH IN PAVEMENT LF 3.8500 3.85 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 4-INCHES ADDITIONAL MINIMUM DEPTH ADD) 105 INSTALL CONDUIT TRENCH IN PAVEMENT LF 7.7000 7.70 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 8-INCHES ADDITIONAL MINIMUM DEPTH ADD) 106 INSTALL CONDUIT TRENCH IN PAVEMENT LF 11.5400 11.54 200.000 2,308 METHOD (1-2" HDPE)(ROCK 2)(FOR 12-INCHES ADDITIONAL MINIMUM DEPTH ADD) 107 INSTALL CONDUIT TRENCH IN PAVEMENT LF 15.3900 7,156.35 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 16-INCHES ADDITIONAL MINIMUM DEPTH ADD) 108 INSTALL CONDUIT TRENCH IN PAVEMENT LF 19.2400 19.24 0.000 0 METHOD (1-2" HDPE)(ROCK 2)(FOR 20-INCHES ADDITIONAL MINIMUM DEPTH ADD) 109 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 44.2400 194,213.60 5,656.000 250,221 DRILLING METHOD (1-2" HDPE)(SOIL) 110 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 72.6600 139,507.20 3,329.000 241,885 DRILLING METHOD (1-2" HDPE)(SOIL - BOULDERS) 111 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 3.9000 24,609.00 8,985.000 35,041 DRILLING METHOD (1-2" HDPE)(FOR LESS THAN 25,000 FEET ADD) 112 INSTALL CONDUIT HORIZONTAL DIRECTIONAL LF 1.9200 12,115.20 8,985.000 17,251 DRILLING METHOD (1-2" HDPE)(FOR NIGHT TIME WORK 7:30 PM TO 6:00 AM ADD) 113 MAGNESIUM GROUNDING ANODE EA 155.7000 2,958.30 0.000 0 114 LABEL SPLICE ENCLOSURE EA 14.3000 28.60 0.000 0 115 6" THERMOPLASTIC TRAFFIC STRIPE (0-5,000 LF 3.8000 760.00 5,434.000 20,649.20 5,434.000 20,649 FEET) PROGRAM CAS145 PAGE 6 DATE 01/21/25 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3J6404 TIME 09:22 AM ESTIMATE NO. 006 BID OPENING 06/24/24 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/25 R.E. NAME: CHRISTOPHER REBOLLO DATE OF THIS ESTIMATE 01/21/25 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 352,722.92 5,916,103.11 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 300,261.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 352,722.92 6,216,364.61 116 MOBILIZATION LS 1,103,965.0500 1,103,965.05 1.000 1,103,965 ORIGINAL CONTRACT AMOUNT 11,048,513.47 TOTAL WORK COMPLETED 352,722.92 7,320,329.66 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -29,000.00 TOTAL 342,722.92 7,291,329.66 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 06/25/24 120 07/08/24 07/08/24 02/10/25 64 28 0 0 59% 53% PROGRESS IS SATISFACTORY CHRISTOPHER REBOLLO RESIDENT ENGINEER