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 08/06/21 EST. NO. 027 TIME 01:09 PM R.E. NAME: HATEFI,AMIR 04-0K8404 --------------------------------------------------------------------------- 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 08/06/21 EST. NO. 027 TIME 01:09 PM R.E. NAME: HATEFI,AMIR 04-0K8404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ITEM 43-PILE ANOMALY -2,000.00 008 44-INSPECT EXPENSE -5,000.00 010 85-INSPECT EXPENSE -10,000.00 010 0.00 -17,000.00 TOTAL DEDUCTIONS 0.00 -17,000.00 PROGRAM CAS145 PAGE 1 DATE 08/06/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K8404 TIME 01:09 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/21 R.E. NAME: HATEFI,AMIR DATE OF THIS ESTIMATE 08/06/21 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 04-CC-680-13.9/22.7 ---------------------------------- BAY CITIES PAVING & GRADING, IN AND NEAR STATE HIGHWAY 680, IN INC. CONTRA COSTA COUNTY, AT VARIOUS 1450 CIVIC CT #400 BLDG B LOCATIONS, FROM OLYMPIC BOULEVARD CONCORD CA 94520 TO ARTHUR ROAD. FED. AID NO. SIMG-6801(84)E INSTALL FREEWAY SAFETY LIGHTING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,211.0900 4,211.09 1.000 4,211 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 11,717.8300 11,717.83 0.750 8,788 003 TIME-RELATED OVERHEAD (WDAY) WDAY 1,705.6600 289,962.20 276.000 470,762 004 CONSTRUCTION AREA SIGNS LS 21,609.5400 21,609.54 1.000 21,609 005 TRAFFIC CONTROL SYSTEM LS 777,167.8400 777,167.84 1.000 777,167 006 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 22.1600 8,642.40 396.000 8,775 007 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.8300 76,941.00 99,257.000 82,383 008 CHANNELIZER (SURFACE MOUNTED) EA 38.7900 775.80 20.000 775 009 TEMPORARY PAVEMENT MARKER EA 4.9900 9,281.40 2,144.000 10,698 010 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 12,776.2100 12,776.21 1.000 12,776 011 TEMPORARY RAILING (TYPE K) LF 6.2100 96,255.00 15,440.000 95,882 012 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,540.9100 11,081.82 2.000 11,081 013 JOB SITE MANAGEMENT LS 34,985.3500 34,985.35 1.000 34,985 014 PREPARE STORM WATER POLLUTION PREVENTION LS 3,102.9100 3,102.91 0.900 2,792 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 6,000.00 29.000 14,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 415.5700 4,155.70 0.000 0 017 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 1.000 2,000 018 TEMPORARY HYDRAULIC MULCH SQYD 1.5000 3,000.00 4,455.600 6,683 (BONDED FIBER MATRIX) 019 TEMPORARY COVER SQYD 5.5400 2,770.00 0.000 0 020 TEMPORARY CHECK DAM LF 8.7900 1,054.80 0.000 0 021 TEMPORARY DRAINAGE INLET PROTECTION EA 149.9900 29,998.00 132.000 19,798 022 TEMPORARY FIBER ROLL LF 3.2600 44,988.00 6,151.000 20,052 PROGRAM CAS145 PAGE 2 DATE 08/06/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K8404 TIME 01:09 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/21 R.E. NAME: HATEFI,AMIR DATE OF THIS ESTIMATE 08/06/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 8.3600 3,762.00 0.000 0 024 TEMPORARY SILT FENCE LF 3.9200 11,368.00 1,406.000 5,511 025 TEMPORARY CONSTRUCTION ENTRANCE EA 3,518.5200 7,037.04 0.000 0 026 STREET SWEEPING LS 6,870.7300 6,870.73 1.000 6,870 027 TEMPORARY CONCRETE WASHOUT LS 2,770.4600 2,770.46 1.000 2,770 028 TREATED WOOD WASTE LB 0.1100 231.00 2,100.000 231 029 CLEARING AND GRUBBING (LS) LS 11,081.8200 11,081.82 1.000 11,081 030 ROADWAY EXCAVATION (TYPE Z-2) CY 922.3400 19,369.14 57.300 52,850 (AERIALLY DEPOSITED LEAD) 031 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 648.2900 3,241.45 2.000 1,296 032 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.6200 3,534.00 0.000 0 033 HYDROMULCH SQFT 0.1700 12,393.00 213,256.000 36,253 034 PREPAVING INERTIAL PROFILER LS 3,989.4500 3,989.45 1.000 3,989 035 PREPAVING GRINDING DAY EA 11,514.1000 57,570.50 0.000 0 036 REPLACE ASPHALT CONCRETE SURFACING CY 285.8200 200,074.00 700.000 200,074 037 HOT MIX ASPHALT (TYPE A) TON 96.8600 968.60 6.350 615 038 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 128.3700 1,071,889.50 8,416.950 1,080,483 (OPEN GRADED FRICTION COURSE) 039 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.6300 7,334.70 450.500 4,788 040 TACK COAT TON 874.1400 58,567.38 42.690 37,317 041 REMOVE ASPHALT CONCRETE DIKE LF 8.3700 6,444.90 770.000 6,444 042 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0200 258,560.00 128,000.000 258,560 043 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,882.8000 225,936.00 120.000 225,936 PILE (SIGN FOUNDATION) 044 FURNISH SIGN STRUCTURE (TUBULAR) LB 4.9300 216,870.70 43,990.000 216,870 (F) 045 INSTALL SIGN STRUCTURE (TUBULAR) LB 0.4200 18,475.80 43,990.000 18,475 (F) 046 REMOVE SIGN STRUCTURE (EA) EA 9,918.2300 19,836.46 2.000 19,836 047 MODIFY INLET TO MANHOLE EA 5,655.5300 5,655.53 1.000 5,655 048 CONCRETE (GUTTER LINING) CY 1,052.9000 63,174.00 60.000 63,174 049 CONCRETE (DITCH LINING) CY 1,180.1800 7,081.08 6.000 7,081 PROGRAM CAS145 PAGE 3 DATE 08/06/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K8404 TIME 01:09 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/21 R.E. NAME: HATEFI,AMIR DATE OF THIS ESTIMATE 08/06/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 MISCELLANEOUS IRON AND STEEL LB 3.6300 1,579.05 435.000 1,579 (F) 051 REMOVE PAVEMENT MARKER EA 3.3200 6,175.20 2,256.000 7,489 052 DELINEATOR (CLASS 1) EA 44.3300 15,958.80 339.000 15,027 053 GUARD RAILING DELINEATOR EA 52.0900 833.44 13.000 677 054 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.9900 9,730.50 2,449.000 12,220 055 OBJECT MARKER (TYPE P) EA 55.4100 277.05 0.000 0 056 RELOCATE ROADSIDE SIGN EA 166.2300 997.38 6.000 997 (STRAP AND SADDLE BRACKET METHOD) 057 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 31.5800 18,316.40 580.000 18,316 FOR RETROREFLECTIVE SHEETING (TYPE XI) 058 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 4.6000 2,668.00 551.000 2,534 059 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 45.7100 26,968.90 550.000 25,140 060 VEGETATION CONTROL (MINOR CONCRETE) SQYD 118.0300 38,949.90 491.000 57,952 061 END CAP (TYPE A) EA 277.0400 277.04 1.000 277 062 END ANCHOR ASSEMBLY (TYPE SFT) EA 997.3600 2,992.08 2.000 1,994 063 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,878.6300 3,878.63 1.000 3,878 064 CONCRETE BARRIER (TYPE 60MG) LF 97.3000 337,631.00 3,462.000 336,852 065 CONCRETE BARRIER (TYPE 60MG MOD) LF 398.9500 271,286.00 689.000 274,876 066 CONCRETE BARRIER (TYPE 60MGC) LF 114.1400 280,784.40 2,324.000 265,261 067 CONCRETE BARRIER (TYPE 60MGA MOD) LF 135.2000 51,376.00 615.000 83,148 068 CONCRETE BARRIER (TYPE 60MGC MOD) LF 421.1100 164,232.90 394.000 165,917 069 CONCRETE BARRIER TRANSITION LF 321.3700 51,097.83 159.000 51,097 (F) 070 REMOVE GUARDRAIL LF 11.0800 1,994.40 0.000 0 071 REMOVE CONCRETE BARRIER LF 29.7100 222,825.00 7,440.000 221,042 072 THERMOPLASTIC PAVEMENT MARKING SQFT 22.1600 9,085.60 462.000 10,237 (ENHANCED WET NIGHT VISIBILITY) 073 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 59,940.00 56,097.000 62,267 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 18-12) 074 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 1,165.50 1,093.000 1,213 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 075 2" PAINT TRAFFIC STRIPE (2-COAT) LF 0.3300 2,098.80 3,410.000 1,125 PROGRAM CAS145 PAGE 4 DATE 08/06/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K8404 TIME 01:09 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/21 R.E. NAME: HATEFI,AMIR DATE OF THIS ESTIMATE 08/06/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 076 8" PAINT TRAFFIC STRIPE (2-COAT) LF 1.1100 244.20 252.000 279 077 PAINT TRAFFIC STRIPE (2-COAT) LF 0.8300 4,025.50 4,850.000 4,025 078 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.3900 49,901.00 43,890.000 61,007 (ENHANCED WET NIGHT VISIBILITY) 079 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2200 10,744.80 4,840.000 10,744 (ENHANCED WET NIGHT VISIBILITY) 080 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.2200 12,831.60 5,775.000 12,820 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 12-3) 081 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1100 43,734.00 55,272.000 61,351 082 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.3200 1,294.80 1,051.000 3,489 083 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,878.6300 3,878.63 1.000 3,878 SYSTEM ELEMENTS DURING CONSTRUCTION 084 TRAFFIC MONITORING STATION SYSTEM LS 182,849.9800 182,849.98 1.000 182,849 085 MODIFYING EXISTING ELECTRICAL SYSTEM LS 1,767,000.0000 1,767,000.00 1.000 1,767,000 086 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 087 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 321.3700 131,761.70 410.000 131,761 088 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 653.8300 359,606.50 540.000 353,068 089 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 720.3200 86,438.40 233.000 167,834 PROGRAM CAS145 PAGE 5 DATE 08/06/21 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0K8404 TIME 01:09 PM ESTIMATE NO. 027 BID OPENING 01/09/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/09/21 R.E. NAME: HATEFI,AMIR DATE OF THIS ESTIMATE 08/06/21 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 8,253,131.84 ADJUSTMENT OF COMPENSATION 0.00 140,226.71 EXTRA WORK 0.00 1,407,232.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 9,800,591.28 090 MOBILIZATION LS 880,000.0000 880,000.00 1.000 880,000 ORIGINAL CONTRACT AMOUNT 8,873,995.04 TOTAL WORK COMPLETED 0.00 10,680,591.28 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -17,000.00 TOTAL 0.00 10,663,591.28 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 02/05/19 170 04/22/19 04/22/19 04/09/21 234 270 52 0 100% 100% HATEFI,AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 08/06/21