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 08/19/22 EST. NO. 026 TIME 12:01 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 0131 4,188.81 E.W. @ F.A.(+) 051121 N 0430.1 0132 206.14 060922 N 0437.0 0133 1,856.50 062722 N 0449.0 014 0052 4,614.40 E.W. @ F.A.(+) 031822 N 0324.0 0053 1,348.27 033122 N 0350.0 0055 4,886.50 040722 N 0352.0 0057 3,716.22 041422 N 0378.0 0058 407.89 041922 N 0389.0 0059 323.45 042122 N 0391.0 0061 1,392.44 062922 N 0457.0 0062 5,310.92 063022 N 0463.0 020 0010 4,259.50 E.W. @ F.A.(+) 062121 N 0165.0 0011 1,050.52 081621 N 0169.0 025 0022 1,710.37 E.W. @ F.A.(+) 091321 N 0201.0 0025 3,852.85 091621 N 0204.0 026 0018 698.49 E.W. @ F.A.(+) 041522 N 0380.0 0025 1,171.01 062822 N 0445.0 0026 2,411.49 062822 N 0446.0 0027 2,696.83 062422 N 0448.0 0028 799.67 062322 N 0454.0 027 0002 4,942.46 E.W. @ F.A.(+) 012522 N 0275.0 0003 4,050.06 012622 N 0260.0 0004 2,752.33 040722 N 0363.0 0005 2,110.17 041822 N 0386.0 029 0013 4,829.87 E.W. @ F.A.(+) 043022 N 0420.0 0015 4,595.56 050222 N 0424.0 0016 2,963.70 052422 N 0426.0 0018 906.78 061122 N 0439.0 0019 1,109.54 062022 N 0447.0 0020 535.62 061922 N 0450.0 0021 592.75 061922 N 0451.0 0022 1,212.49 062322 N 0453.0 0023 1,101.33 062322 N 0455.0 0024 1,235.13 061822 N 0458.0 0025 301.94 061722 N 0459.0 0026 2,115.81 061622 N 0460.0 0027 2,970.10 061422 N 0461.0 0028 2,881.13 061522 N 0462.0 0029 48,055.70 070122 N 0464.0 030 0004 1,419.65 E.W. @ F.A.(+) 061022 N 0438.0 0005 560.73 062222 N 0456.0 138,145.12 TOTAL THIS ESTIMATE 2,350,253.71 TOTAL PREVIOUS ESTIMATE 2,488,398.83 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 08/19/22 EST. NO. 026 TIME 12:01 PM R.E. NAME: TRAN, QUANG 04-0J7104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 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 0.250 1,250.00 0.750 3,750 003 TIME-RELATED OVERHEAD (WDAY) WDAY 5,000.0000 2,500,000.00 23.000 115,000.00 452.000 2,260,000 004 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 0.700 42,000 006 TRAFFIC CONTROL SYSTEM LS 600,000.0000 600,000.00 0.046 27,600.00 0.904 542,400 007 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 74.000 740 (RETROREFLECTIVE) 011 TEMPORARY SHUTTLE SERVICE LS 900,000.0000 900,000.00 0.046 41,400.00 0.942 847,800 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 140,000.0000 140,000.00 0.046 6,440.00 0.942 131,880 013 TEMPORARY RAILING (TYPE K) LF 35.0000 287,350.00 8,140.000 284,900 014 TEMPORARY CRASH CUSHION MODULE EA 200.0000 74,000.00 338.000 67,600 015 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 6,140.000 30,700 017 JOB SITE MANAGEMENT LS 50,000.0000 50,000.00 0.046 2,300.00 0.904 45,200 018 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.500 1,500 PLAN 019 RAIN EVENT ACTION PLAN EA 500.0000 37,000.00 27.000 13,500 020 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 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 6,526.000 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 0.040 2,800.00 0.742 51,940 028 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 21,600.00 108.000 21,600 (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 8,903.880 26,711 CLASS B1 041 GEOGRID EMBANKMENT REINFORCEMENT SQYD 3.0000 69,600.00 19,931.530 59,794 042 ROADSIDE CLEARING LS 20,000.0000 20,000.00 0.830 16,600 043 ROCK BLANKET SQFT 20.0000 176,400.00 645.260 12,905 044 SOIL AMENDMENT CY 100.0000 800.00 0.000 0 045 PACKET FERTILIZER EA 1.0000 340.00 0.000 0 046 PLANT (GROUP U) EA 150.0000 25,500.00 0.000 0 047 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0 048 WOOD MULCH CY 550.0000 10,450.00 0.000 0 049 2" WYE STRAINER ASSEMBLY EA 600.0000 7,200.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 052 CAM COUPLER ASSEMBLY EA 650.0000 7,800.00 0.000 0 053 3/4" PLASTIC PIPE (SCHEDULE 40) (SUPPLY LF 5.0000 23,185.00 0.000 0 (F) LINE) 054 1 1/2" PLASTIC PIPE (SCHEDULE 40) LF 6.0000 7,962.00 0.000 0 (F) (SUPPLY LINE) 055 2" PLASTIC PIPE (SCHEDULE 40) LF 10.0000 3,200.00 0.000 0 (F) (SUPPLY LINE) 056 BALL VALVE EA 450.0000 7,200.00 0.000 0 057 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 95,419.000 4,770 061 FIBER ROLLS LF 3.0000 67,200.00 6,011.000 18,033 062 HYDROSEED SQFT 0.1000 46,300.00 101,264.000 10,126 063 COMPOST (CY) CY 50.0000 37,000.00 138.500 6,925 064 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 44,200.00 196.440 25,537.20 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 1,118.000 195,650 072 ASPHALT BINDER TON 100.0000 1,100.00 10.240 1,024.00 15.820 1,582 (GEOSYNTHETIC PAVEMENT INTERLAYER) 073 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 15.0000 114,900.00 3,064.440 45,966.60 11,496.453 172,446 (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 3,480.00 240.000 2,880 076 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 12.0000 5,880.00 310.000 3,720 PROGRAM CAS145 PAGE 4 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 8.470 5,505 078 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 1,266.000 15,192.00 5,196.330 62,355 081 JOINTED PLAIN CONCRETE PAVEMENT CY 400.0000 1,056,000.00 0.000 0 082 DRILL AND BOND (DOWEL BAR) EA 35.0000 8,400.00 180.000 6,300.00 593.000 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 0.100 17,500.00 1.000 175,000 089 STRUCTURAL CONCRETE, BRIDGE CY 2,500.0000 1,197,500.00 479.000 1,197,500 (F) 090 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 723,750.00 400.000 300,000.00 1,202.000 901,500 (TYPE R MODIFIED) 091 STRUCTURAL CONCRETE, DRAINAGE INLET CY 4,000.0000 48,000.00 11.340 45,360 (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 91,200.00 314.000 188,400 095 JOINT SEAL (MR 1/2") LF 45.0000 8,505.00 171.000 7,695 096 JOINT SEAL (ASPHALTIC PLUG) LF 45.0000 60,930.00 873.000 39,285 097 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 0.000 0 100 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 6.000 600.00 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 6.000 300.00 313.000 15,650 PROGRAM CAS145 PAGE 5 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 11,500.000 23,000.00 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 14.000 2,800.00 367.000 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 6.000 1,260 117 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 57.000 57,000.00 120.000 120,000 123 SLOPE PAVING (CONCRETE PAVERS) SQFT 65.0000 349,050.00 500.000 32,500.00 2,000.000 130,000 124 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 6.000 7,200.00 12.110 14,532 128 MINOR CONCRETE (CURB AND GUTTER) CY 600.0000 126,000.00 15.300 9,180.00 196.800 118,080 129 MINOR CONCRETE (ISLAND PAVING) CY 1,100.0000 37,400.00 0.000 0 130 MINOR CONCRETE (TEXTURED CONCRETE SQFT 25.0000 19,575.00 640.000 16,000 MEDIAN) PROGRAM CAS145 PAGE 6 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 114,000.00 220.750 132,450 132 MINOR CONCRETE (TEXTURED PAVING) CY 1,300.0000 15,600.00 11.100 14,430 133 REMOVE CONCRETE CURB (LF) LF 5.0000 2,550.00 502.200 2,511 134 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 51.900 15,570 136 REMOVE CONCRETE (CURB AND GUTTER) LF 20.0000 61,400.00 3,063.700 61,274 137 MISCELLANEOUS IRON AND STEEL LB 3.0000 7,170.00 239.000 717.00 2,390.000 7,170 (F) 138 MISCELLANEOUS METAL (BRIDGE) LB 9.0000 59,517.00 523.000 4,707.00 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 13,328.140 226,578 141 CHAIN LINK FENCE (TYPE CL-6) LF 30.0000 13,800.00 455.500 13,665 142 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 2,500.00 432.000 2,160 146 OBJECT MARKER (TYPE P) EA 100.0000 4,300.00 34.000 3,400 147 SPECIAL MARKER EA 150.0000 1,200.00 0.000 0 148 REMOVE ROADSIDE SIGN MOUNTED ON MAST ARM EA 300.0000 1,800.00 0.000 0 149 REMOVE ROADSIDE SIGN EA 90.0000 2,970.00 21.000 1,890 150 REMOVE SIGN PANEL FROM STRUCTURE EA 500.0000 4,000.00 0.000 0 151 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 12,900.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 152 FURNISH LAMINATED PANEL SIGN SQFT 30.0000 33,600.00 0.000 0 (1"-TYPE A) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 510.00 0.000 0 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,250.00 0.000 0 (0.080"- UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 155 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 5.0000 10,850.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 157 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 750.0000 4,500.00 0.000 0 158 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 10.0000 19,700.00 0.000 0 159 INSTALL SIGN PANEL ON EXISTING STRUCTURE EA 400.0000 3,200.00 0.000 0 160 MIDWEST GUARDRAIL SYSTEM (7' WOOD POST) LF 35.0000 13,650.00 370.500 12,967 161 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 23,250.00 0.000 0 162 CHAIN LINK RAILING (TYPE 7) LF 130.0000 81,510.00 112.000 14,560.00 627.000 81,510 (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 2.000 8,000 165 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 3.000 12,000 167 CONCRETE BARRIER (TYPE 60MS) LF 450.0000 29,250.00 0.000 0 168 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 60.000 24,000.00 540.000 216,000 (F) 170 CONCRETE BARRIER (TYPE 836A MODIFIED) LF 400.0000 24,000.00 60.000 24,000.00 60.000 24,000 (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 60.000 4,500.00 433.000 32,475 174 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 14,700.00 914.000 9,140 (ENHANCED WET NIGHT VISIBILITY) 178 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 7,220.00 4,586.000 4,586 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 179 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,000.00 7,633.000 7,633 (ENHANCED WET NIGHT VISIBILITY) 180 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.0000 4,840.00 1,239.000 2,478 (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 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.031 18,600.00 0.936 561,600 186 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 0.000 0 190 CONCRETE BARRIER TRANSITION LF 250.0000 5,000.00 20.000 5,000 (F) PROGRAM CAS145 PAGE 9 DATE 08/19/22 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-0J7104 TIME 12:01 PM ESTIMATE NO. 026 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 08/20/22 R.E. NAME: TRAN, QUANG DATE OF THIS ESTIMATE 08/19/22 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 831,973.80 16,236,948.67 ADJUSTMENT OF COMPENSATION 0.00 1,540,333.88 EXTRA WORK 138,145.12 948,064.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 970,118.92 18,725,347.50 191 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 970,118.92 20,725,347.50 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 970,118.92 20,725,347.50 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 11/10/22 452 38 11 0 87% 59% PROGRESS IS SATISFACTORY TRAN, QUANG RESIDENT ENGINEER