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 02/17/23 EST. NO. 032 TIME 12:50 PM R.E. NAME: TRAN, QUANG 04-0J7104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0172 505.16 E.W. @ F.A.(+) 022222 N 0278.1 0180 364.06 031822 N 0323.1 0186 355.17 032822 N 0345.2 0189 754.90 040722 N 0354.0 0190 754.90 040422 N 0355.0 0191 754.90 040522 N 0356.0 0192 754.90 040622 N 0357.0 0193 769.44 040122 N 0359.0 0194 927.39 041322 N 0361.0 0195 754.90 040822 N 0362.0 0198 1,549.17 022322 N 0640.0 0199 1,675.01 022422 N 0641.0 0200 2,178.39 030922 N 0642.0 0201 1,833.42 031022 N 0643.0 0202 2,092.15 031122 N 0644.0 0203 1,679.05 031422 N 0645.0 0204 1,846.76 031522 N 0646.0 0205 2,521.89 031622 N 0647.0 0206 754.90 042222 N 0648.0 0207 754.90 042522 N 0649.0 0208 754.90 042622 N 0650.0 0209 754.90 042722 N 0651.0 0210 754.90 042922 N 0652.0 0211 754.90 050222 N 0653.0 0212 754.90 050322 N 0654.0 0213 754.90 050422 N 0655.0 0214 1,675.01 022522 N 0656.0 0215 735.98 032322 N 0657.0 0216 735.98 032422 N 0658.0 0217 754.90 042022 N 0659.0 0218 754.90 042822 N 0660.0 0219 1,120.68 022622 N 0663.0 0220 1,120.68 022722 N 0664.0 0221 1,120.68 030522 N 0665.0 0222 1,120.68 030622 N 0666.0 0223 1,120.68 031222 N 0667.0 0224 1,120.68 031322 N 0668.0 0225 373.56 031922 N 0669.0 0226 373.56 032022 N 0670.0 0227 373.56 032622 N 0671.0 0228 373.56 032722 N 0672.0 0229 405.17 040222 N 0673.0 0230 405.17 040322 N 0674.0 0231 405.17 040922 N 0675.0 0232 405.17 041022 N 0676.0 0233 405.17 041622 N 0677.0 0234 405.17 041722 N 0678.0 0235 405.17 042322 N 0679.0 0236 405.17 042422 N 0680.0 0237 405.17 043022 N 0681.0 0238 405.17 050122 N 0682.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/17/23 EST. NO. 032 TIME 12:50 PM R.E. NAME: TRAN, QUANG 04-0J7104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0239 423.59 041122 N 0685.0 0240 423.59 041222 N 0686.0 0241 423.59 042122 N 0687.0 0242 423.59 041422 N 0689.0 0243 758.05 062821 N 0473.0 0245 364.06 031722 N 0321.2 0246 562.76 102821 N 0477.0 0247 646.83 010322 N 0481.0 0248 431.23 010522 N 0482.0 0249 977.84 010622 N 0483.0 0250 928.41 010722 N 0484.0 0251 1,018.75 081122 N 0487.0 0252 2,229.94 082522 N 0493.0 0253 702.14 071122 N 0498.0 0254 1,145.87 071222 N 0501.0 0255 614.39 090622 N 0532.0 0257 1,822.33 083122 N 0539.0 0258 1,243.38 090222 N 0541.0 0263 265.97 083122 N 0540.0 0264 418.95 091222 N 0547.0 0265 488.81 090922 N 0548.0 0266 296.41 090722 N 0549.0 0267 162.67 100322 N 0720.0 002 0007 2,897.96 E.W. @ F.A.(+) 071422 N 0700.0 0008 3,130.29 101322 N 0701.0 0009 1,417.49 100622 N 0702.0 003 0019 2,200.00 E.W. @ F.A.(+) 042822 N 0703.0 0020 3,200.00 072822 N 0704.0 008 0011 2,112.00 E.W. @ F.A.(+) 100421 N 0223.1 0012 5,076.53 060722 N 0434.0 0013 467.50 051721 N 0138.1 0014 203.50 052121 N 0146.1 0015 1,278.75 051921 N 0143.1 0016 819.25 101221 N 0245.1 0017 917.36 101121 N 0246.1 0018 391.83 101421 N 0244.1 011 0005 163.01 E.W. @ F.A.(+) 012621 N 0048.1 0006 1,318.46 072622 N 0516.0 0007 2,160.76 072722 N 0706.0 012 0013 2,061.55 E.W. @ F.A.(+) 013122 N 0614.0 0014 4,787.57 121621 N 0479.0 0015 2,963.47 071222 N 0500.0 0016 2,213.30 090722 N 0531.0 0017 2,213.30 090922 N 0535.0 0018 16,282.20 071122 N 0692.0 0019 991.94 063022 N 0693.0 0020 1,086.76 070122 N 0694.0 0021 8,014.02 070522 N 0695.0 0022 8,527.31 070722 N 0696.0 0023 8,982.68 070622 N 0697.0 0024 2,213.30 090822 N 0698.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/17/23 EST. NO. 032 TIME 12:50 PM R.E. NAME: TRAN, QUANG 04-0J7104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0025 3,495.81 092822 N 0699.0 0026 744.23 100422 N 0554.0 0027 4,395.13 101022 N 0571.0 0028 3,868.32 101122 N 0576.0 0029 2,408.22 101122 N 0577.0 0030 5,018.09 101222 N 0581.0 0031 6,222.37 101322 N 0582.0 0032 19,107.10 101422 N 0583.0 0033 3,008.23 101522 N 0584.0 0034 2,234.42 101722 N 0586.0 0035 5,182.69 101722 N 0587.0 0036 2,737.87 101822 N 0589.0 0037 3,735.00 101822 N 0590.0 0038 1,355.11 100322 N 0705.0 0039 2,737.87 101922 N 0591.0 0040 5,069.61 101922 N 0592.0 0041 2,234.42 102022 N 0593.0 0042 3,832.77 102022 N 0594.0 0043 2,234.42 102122 N 0595.0 013 0015 360.18 E.W. @ F.A.(+) 022421 N 0708.0 0016 187.13 090321 N 0709.0 017 0019 7,789.78 E.W. @ F.A.(+) 111822 N 0727.1 0020 6,214.60 060222 N 0783.0 0021 3,316.27 083022 N 0784.0 0022 2,297.80 091222 N 0785.0 0023 1,059.26 091322 N 0786.0 020 0012 7,933.51 E.W. @ F.A.(+) 061721 N 0163.1 0013 675.86 020222 N 0748.0 025 0026 2,027.56 E.W. @ F.A.(+) 091521 N 0741.0 026 0037 2,234.42 E.W. @ F.A.(+) 100322 N 0555.0 0038 813.06 100322 N 0556.0 0039 1,446.04 112421 N 0721.0 0040 8.84 092321 N 0191.1 0041 40.61 100121 N 0222.1 0042 2,502.06 070122 N 0467.0 0043 621.32 070522 N 0469.0 0044 4,324.15 082622 N 0494.0 0045 3,523.64 082922 N 0496.0 0046 1,120.68 083022 N 0497.0 0047 3,565.34 113021 N 0749.0 0048 1,677.75 042622 N 0754.0 0049 845.96 042722 N 0755.0 0050 1,504.54 042722 N 0756.0 0051 5,520.19 042822 N 0757.0 0053 1,127.24 050922 N 0759.0 0054 4,821.70 071222 N 0502.0 0055 923.64 071422 N 0503.0 0056 923.64 071522 N 0504.0 0057 941.55 072622 N 0514.0 0058 285.00 021022 N 0750.0 0059 376.50 021822 N 0751.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 02/17/23 EST. NO. 032 TIME 12:50 PM R.E. NAME: TRAN, QUANG 04-0J7104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0060 733.64 022222 N 0752.0 0061 254.59 070722 N 0763.0 0062 938.98 110322 N 0765.0 029 0033 2,046.26 E.W. @ F.A.(+) 020922 N 0717.0 0034 4,436.04 020822 N 0718.0 0035 4,828.58 081822 N 0521.0 033 0010 2,234.40 E.W. @ F.A.(+) 110222 N 0688.0 316,006.78 TOTAL THIS ESTIMATE 3,382,056.85 TOTAL PREVIOUS ESTIMATE 3,698,063.63 TOTAL TO DATE 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 02/17/23 EST. NO. 032 TIME 12:50 PM R.E. NAME: TRAN, QUANG 04-0J7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WITHHOLD -75,000.00 030 0.00 -75,000.00 TOTAL DEDUCTIONS 0.00 -75,000.00 PROGRAM CAS145 PAGE 1 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 LOCATION PROGRESS ESTIMATE 04-SOL-80-1.8/4.4 ----------------- BROSAMER & WALL , INC IN SOLANO COUNTY IN VALLEJO AT 1777 OAKLAND BLVD , SUITE 300 VARIOUS LOCATIONS WALNUT CREEK CA 94596 FED. AID NO. N O N E RAISE THE O/C- VERTICAL CLEARANCE ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,500 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 2,500,000.00 499.000 2,495,000 004 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 1.000 5,000 005 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000 006 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 1.000 600,000 007 TYPE III BARRICADE EA 70.0000 2,870.00 38.000 2,660 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.2000 2,244.00 2,665.000 3,198 009 CHANNELIZER (SURFACE MOUNTED) EA 20.0000 12,800.00 573.000 11,460 010 TEMPORARY PAVEMENT MARKER EA 10.0000 490.00 82.000 820 (RETROREFLECTIVE) 011 TEMPORARY SHUTTLE SERVICE LS 900,000.0000 900,000.00 1.000 900,000 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 140,000.0000 140,000.00 1.000 140,000 013 TEMPORARY RAILING (TYPE K) LF 35.0000 287,350.00 8,140.000 284,900 014 TEMPORARY CRASH CUSHION MODULE EA 200.0000 74,000.00 350.000 70,000 015 TEMPORARY ALTERNATIVE CRASH CUSHION EA 5,000.0000 65,000.00 11.000 55,000 016 TEMPORARY TRAFFIC SCREEN LF 5.0000 33,950.00 6,910.000 34,550 017 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 1.000 50,000 018 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 1.000 3,000 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 37,000.00 28.000 14,000 020 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 4,600.00 13.000 1,300 021 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 022 TEMPORARY COVER SQYD 1.5000 17,850.00 5,348.300 8,022 PROGRAM CAS145 PAGE 2 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 3,800.00 30.000 6,000 024 TEMPORARY FIBER ROLL LF 3.0000 15,300.00 5,633.000 16,899 025 TEMPORARY SILT FENCE LF 3.0000 9,570.00 6,526.016 19,578 026 TEMPORARY CONSTRUCTION ENTRANCE EA 5,500.0000 11,000.00 2.000 11,000 027 STREET SWEEPING LS 70,000.0000 70,000.00 1.000 70,000 028 TEMPORARY CONCRETE WASHOUT LS 8,000.0000 8,000.00 1.000 8,000 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 20.0000 36,400.00 1,458.000 29,160 STRIPE (HAZARDOUS WASTE) 030 TREATED WOOD WASTE LB 0.5000 9,100.00 16,240.000 8,120 031 NOISE MONITORING LS 10,000.0000 10,000.00 0.000 0 032 REMOVE BIRD DROPPINGS LS 40,000.0000 40,000.00 1.000 40,000 033 CLEARING AND GRUBBING (LS) LS 300,000.0000 300,000.00 1.000 300,000 034 ROADWAY EXCAVATION CY 55.0000 891,000.00 10,397.500 571,862 035 ROADWAY EXCAVATION (TYPE Z-2) CY 220.0000 380,600.00 1,321.700 290,774 (AERIALLY DEPOSITED LEAD) 036 STRUCTURE EXCAVATION (BRIDGE) CY 200.0000 21,600.00 116.000 23,200 (F) 037 STRUCTURE BACKFILL (BRIDGE) CY 120.0000 17,280.00 144.000 17,280 (F) 038 DITCH EXCAVATION CY 200.0000 6,000.00 30.000 6,000 039 IMPORTED BORROW (CY) CY 15.0000 171,000.00 5,399.000 80,985 040 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.0000 29,640.00 9,880.130 29,640 CLASS B1 041 GEOGRID EMBANKMENT REINFORCEMENT SQYD 3.0000 69,600.00 21,079.730 63,239 042 ROADSIDE CLEARING LS 20,000.0000 20,000.00 1.000 20,000 043 ROCK BLANKET SQFT 20.0000 176,400.00 8,883.260 177,665 044 SOIL AMENDMENT CY 100.0000 800.00 7.400 740 045 PACKET FERTILIZER EA 1.0000 340.00 332.000 332 046 PLANT (GROUP U) EA 150.0000 25,500.00 166.000 24,900 047 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.083 4,150.00 0.332 16,600 048 WOOD MULCH CY 550.0000 10,450.00 18.300 10,065 049 2" WYE STRAINER ASSEMBLY EA 600.0000 7,200.00 12.000 7,200 PROGRAM CAS145 PAGE 3 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 2" SUPPLY LINE (BRIDGE) LF 70.0000 21,140.00 0.000 0 (F) 051 TREE WELL SPRINKLER ASSEMBLY EA 45.0000 15,300.00 332.000 14,940 052 CAM COUPLER ASSEMBLY EA 650.0000 7,800.00 12.000 7,800 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 23,185.00 4,637.000 23,185 (F) LINE) 054 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 7,962.00 1,327.000 7,962 (F) (SUPPLY LINE) 055 2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 3,200.00 320.000 3,200 (F) (SUPPLY LINE) 056 BALL VALVE EA 450.0000 7,200.00 16.000 7,200 057 IMPORTED TOPSOIL (CY) CY 100.0000 102,000.00 929.700 92,970 058 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.5000 76,000.00 103,699.000 51,849 059 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.6000 2,880.00 2,500.000 1,500 060 HYDROMULCH SQFT 0.0500 23,150.00 158,979.000 7,948 061 FIBER ROLLS LF 3.0000 67,200.00 6,923.000 20,769 062 HYDROSEED SQFT 0.1000 46,300.00 164,824.000 16,482 063 COMPOST (CY) CY 50.0000 37,000.00 163.500 8,175 064 INCORPORATE MATERIALS SQFT 0.1000 18,900.00 0.000 0 065 CLASS 2 AGGREGATE SUBBASE CY 65.0000 109,850.00 0.000 0 066 CLASS 2 AGGREGATE BASE (CY) CY 130.0000 44,200.00 2,454.380 319,069 067 CRACK TREATMENT LNMI 16,000.0000 16,000.00 0.000 0 068 REPLACE ASPHALT CONCRETE SURFACING CY 450.0000 85,500.00 0.000 0 069 HOT MIX ASPHALT (TYPE A) TON 200.0000 440,000.00 0.000 0 070 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 275.0000 286,000.00 0.000 0 071 HOT MIX ASPHALT (BRIDGE) TON 175.0000 387,975.00 1,498.000 262,150 072 ASPHALT BINDER TON 100.0000 1,100.00 26.820 2,682 (GEOSYNTHETIC PAVEMENT INTERLAYER) 073 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 15.0000 114,900.00 14,561.453 218,421 (PAVING GRID) 074 DATA CORE LS 5,000.0000 5,000.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 12.0000 3,480.00 290.000 3,480 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 5,880.00 490.000 5,880 PROGRAM CAS145 PAGE 4 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 TACK COAT TON 650.0000 9,035.00 22.470 14,605 078 REMOVE HMA SIDEWALK SQFT 3.0000 9,090.00 3,024.000 9,072 079 REMOVE ASPHALT CONCRETE DIKE LF 5.0000 3,750.00 742.400 3,712 080 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 12.0000 93,840.00 11,308.330 135,699 081 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 1,056,000.00 0.000 0 082 DRILL AND BOND (DOWEL BAR) EA 35.0000 8,400.00 593.000 20,755 083 RAISE BRIDGE (LOCATION A) LS 600,000.0000 600,000.00 1.000 600,000 084 RAISE BRIDGE (LOCATION B) LS 210,000.0000 210,000.00 1.000 210,000 085 RAISE BRIDGE (LOCATION C) LS 160,000.0000 160,000.00 1.000 160,000 086 RAISE BRIDGE (LOCATION D) LS 1,100,000.0000 1,100,000.00 1.000 1,100,000 087 RAISE BRIDGE (LOCATION E) LS 270,000.0000 270,000.00 1.000 270,000 088 RAISE BRIDGE (LOCATION F) LS 175,000.0000 175,000.00 1.000 175,000 089 STRUCTURAL CONCRETE, BRIDGE CY 2,500.0000 1,197,500.00 483.000 1,207,500 (F) 090 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 723,750.00 1,202.000 901,500 (TYPE R MODIFIED) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 48,000.00 12.000 48,000 (F) 092 DRILL AND BOND DOWEL LF 25.0000 96,400.00 3,221.000 80,525 093 CLEAN EXPANSION JOINT LF 12.0000 18,516.00 1,524.000 18,288 094 ELASTOMERIC BEARING PAD EA 600.0000 91,200.00 374.000 224,400 095 JOINT SEAL (MR 1/2") LF 45.0000 8,505.00 171.000 7,695 096 JOINT SEAL (ASPHALTIC PLUG) LF 45.0000 60,930.00 1,179.000 53,055 097 BAR REINFORCING STEEL (BRIDGE) LB 2.0000 161,440.00 80,720.000 161,440 (F) 098 RECONSTRUCT BRIDGE MOUNTED SIGN LS 15,000.0000 15,000.00 0.000 0 099 REMOVE BRIDGE MOUNTED SIGN EA 500.0000 7,500.00 15.000 7,500 100 CORE AND PRESSURE GROUT DOWEL LF 100.0000 189,800.00 3,139.000 313,900 101 RAPID SETTING CONCRETE (PATCH) CF 100.0000 178,800.00 13.000 1,300 102 REMOVE ASPHALT CONCRETE SURFACING SQFT 2.0000 100,522.00 61,623.000 123,246 103 REMOVE UNSOUND CONCRETE CF 50.0000 89,400.00 313.000 15,650 PROGRAM CAS145 PAGE 5 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 2.0000 100,522.00 50,399.000 100,798 105 BRIDGE REMOVAL (PORTION), LOCATION A LS 200,000.0000 200,000.00 1.000 200,000 106 BRIDGE REMOVAL (PORTION), LOCATION B LS 150,000.0000 150,000.00 1.000 150,000 107 BRIDGE REMOVAL (PORTION), LOCATION C LS 150,000.0000 150,000.00 1.000 150,000 108 BRIDGE REMOVAL (PORTION), LOCATION D LS 300,000.0000 300,000.00 1.000 300,000 109 BRIDGE REMOVAL (PORTION), LOCATION E LS 150,000.0000 150,000.00 1.000 150,000 110 BRIDGE REMOVAL (PORTION), LOCATION F LS 150,000.0000 150,000.00 1.000 150,000 111 MISCELLANEOUS METAL (RESTRAINER- CABLE LB 30.0000 75,660.00 2,522.000 75,660 (F) TYPE MODIFIED) 112 18" ALTERNATIVE PIPE CULVERT LF 200.0000 80,000.00 367.000 73,400 113 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 250.0000 37,500.00 215.000 53,750 114 12" ENTRANCE TAPER EA 620.0000 1,240.00 2.000 1,240 115 12" ANCHOR ASSEMBLY EA 720.0000 12,240.00 17.000 12,240 116 DRAINAGE INLET MARKER EA 210.0000 1,890.00 9.000 1,890 117 36" CORRUGATED STEEL PIPE INLET LF 950.0000 2,850.00 3.000 2,850 (.079" THICK) 118 12" STEEL FLARED END SECTION EA 600.0000 600.00 1.000 600 119 REMOVE OVERSIDE DRAIN EA 1,500.0000 1,500.00 1.000 1,500 120 REMOVE CULVERT (LF) LF 35.0000 1,715.00 49.000 1,715 121 REMOVE INLET EA 2,000.0000 4,000.00 2.000 4,000 122 SLOPE PAVING (CONCRETE) CY 1,000.0000 91,000.00 164.000 164,000 123 SLOPE PAVING (CONCRETE PAVERS) SQFT 65.0000 349,050.00 5,370.000 349,050 124 ROCK SLOPE PROTECTION CY 740.0000 3,922.00 5.300 3,922 (150 LB, CLASS III, METHOD B) (CY) 125 ROCK SLOPE PROTECTION CY 530.0000 4,240.00 4.380 2,321 (20 LB, CLASS I, METHOD B) (CY) 126 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 20.0000 1,180.00 23.700 474 127 MINOR CONCRETE (CURB) (CY) CY 1,200.0000 14,400.00 12.110 14,532 128 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 126,000.00 215.700 129,420 129 MINOR CONCRETE (ISLAND PAVING) CY 1,100.0000 37,400.00 0.000 0 130 MINOR CONCRETE (TEXTURED CONCRETE SQFT 25.0000 19,575.00 783.000 19,575 MEDIAN) PROGRAM CAS145 PAGE 6 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 MINOR CONCRETE (SIDEWALK) CY 600.0000 114,000.00 251.850 151,110 132 MINOR CONCRETE (TEXTURED PAVING) CY 1,300.0000 15,600.00 11.100 14,430 133 REMOVE CONCRETE CURB (LF) LF 5.0000 2,550.00 599.400 2,997 134 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 25.0000 32,500.00 1,313.400 32,835 135 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 300.0000 15,600.00 52.000 15,600 136 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 61,400.00 3,063.700 61,274 137 MISCELLANEOUS IRON AND STEEL LB 3.0000 7,170.00 2,390.000 7,170 (F) 138 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 59,517.00 6,613.000 59,517 (F) 139 TEMPORARY FENCE (TYPE CL-6) LF 25.0000 25,750.00 7,543.000 188,575 140 CHAIN LINK FENCE (TYPE CL-4) LF 17.0000 55,590.00 3,624.540 61,617 141 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 13,800.00 556.500 16,695 142 4' CHAIN LINK GATE (TYPE CL-4) EA 2,000.0000 14,000.00 7.000 14,000 143 REMOVE FENCE LF 6.0000 1,200.00 160.000 960 144 REMOVE PAVEMENT MARKER EA 2.0000 118.00 102.000 204 145 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,500.00 590.000 2,950 146 OBJECT MARKER (TYPE P) EA 100.0000 4,300.00 43.000 4,300 147 SPECIAL MARKER EA 150.0000 1,200.00 6.000 900 148 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 300.0000 1,800.00 6.000 1,800 149 REMOVE ROADSIDE SIGN EA 90.0000 2,970.00 33.000 2,970 150 REMOVE SIGN PANEL FROM STRUCTURE EA 500.0000 4,000.00 8.000 4,000 151 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 12,900.00 860.000 12,900 FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH LAMINATED PANEL SIGN SQFT 30.0000 33,600.00 1,120.000 33,600 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 510.00 51.000 510 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,250.00 150.000 2,250 (0.080"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 155 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 10,850.00 2,170.000 10,850 PROGRAM CAS145 PAGE 7 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROADSIDE SIGN - ONE POST EA 300.0000 600.00 2.000 600 157 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 750.0000 4,500.00 6.000 4,500 158 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 19,700.00 1,970.000 19,700 159 INSTALL SIGN PANEL ON EXISTING STRUCTURE EA 400.0000 3,200.00 8.000 3,200 160 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 35.0000 13,650.00 520.500 18,217 161 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 23,250.00 0.000 0 162 CHAIN LINK RAILING (TYPE 7) LF 130.0000 81,510.00 652.000 84,760 (F) 163 DOUBLE THRIE BEAM BARRIER LF 50.0000 10,000.00 0.000 0 164 TRANSITION RAILING (TYPE WB-31) EA 4,000.0000 16,000.00 4.000 16,000 165 END CAP (TYPE A) EA 300.0000 1,200.00 2.000 600 166 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 16,000.00 5.000 20,000 167 CONCRETE BARRIER (TYPE 60MS) LF 450.0000 29,250.00 65.000 29,250 168 CONCRETE BARRIER (732SW MODIFIED) LF 450.0000 16,650.00 37.000 16,650 (F) 169 CONCRETE BARRIER (TYPE 732SW) LF 400.0000 216,000.00 547.000 218,800 (F) 170 CONCRETE BARRIER (TYPE 836A MODIFIED) LF 400.0000 24,000.00 78.000 31,200 (F) 171 CONCRETE BARRIER (TYPE 836 MODIFIED) LF 500.0000 15,000.00 30.000 15,000 (F) 172 REMOVE GUARDRAIL LF 15.0000 14,700.00 1,116.900 16,753 173 RECONSTRUCT CHAIN LINK RAILING LF 75.0000 33,750.00 450.000 33,750 174 RESET CRASH CUSHION EA 2,000.0000 2,000.00 0.000 0 175 REMOVE CONCRETE BARRIER LF 100.0000 27,000.00 265.000 26,500 176 SALVAGE CRASH CUSHION EA 1,100.0000 1,100.00 0.000 0 177 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 14,700.00 1,413.000 14,130 (ENHANCED WET NIGHT VISIBILITY) 178 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,220.00 6,806.000 6,806 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 179 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,000.00 11,419.000 11,419 (ENHANCED WET NIGHT VISIBILITY) 180 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,840.00 2,476.000 4,952 (ENHANCED WET NIGHT VISIBILITY) 181 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,760.00 2,006.000 2,006 PROGRAM CAS145 PAGE 8 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 182 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 2,500.00 317.000 1,585 183 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 184 2" CONDUIT (BRIDGE) LS 15,000.0000 15,000.00 1.000 15,000 185 MODIFYING EXISTING ELECTRICAL SYSTEM LS 600,000.0000 600,000.00 1.000 600,000 186 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 187 TEMPORARY TRAFFIC STRIPE (TAPE) LF 5.0000 800.00 160.000 800 188 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 20.0000 3,400.00 90.000 1,800 189 END CAP (TYPE TC) EA 500.0000 1,000.00 4.000 2,000 190 CONCRETE BARRIER TRANSITION LF 250.0000 5,000.00 20.000 5,000 (F) PROGRAM CAS145 PAGE 9 DATE 02/17/23 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:50 PM ESTIMATE NO. 032 BID OPENING 02/27/20 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/23 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 02/17/23 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,150.00 17,575,089.87 ADJUSTMENT OF COMPENSATION 0.00 2,031,456.50 EXTRA WORK 316,006.78 1,666,607.13 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 320,156.78 21,273,153.50 191 MOBILIZATION LS 2,000,000.0000 2,000,000.00 1.000 2,000,000 ORIGINAL CONTRACT AMOUNT 21,649,153.00 TOTAL WORK COMPLETED 320,156.78 23,273,153.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -75,000.00 TOTAL 320,156.78 23,198,153.50 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 04/16/20 750 08/31/20 08/31/20 11/21/23 499 56 -1 0 97% 67% PROGRESS IS SATISFACTORY TRAN, QUANG RESIDENT ENGINEER