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 12/16/24 EST. NO. 058 TIME 03:35 PM R.E. NAME: SEYOUM, KASSAYE 01-2982U4 --------------------------------------------------------------------------- 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 0343 3,300.00 E.W. @ F.A.(+) 080124 N 0343 017 0010 4,139.52 E.W. @ F.A.(+) 090320 N 0108.2 052 0001 249,252.56 A.C. @ L.S.(+) 121124 N 1 256,692.08 TOTAL THIS ESTIMATE 5,370,090.25 TOTAL PREVIOUS ESTIMATE 5,626,782.33 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 12/16/24 EST. NO. 058 TIME 03:35 PM R.E. NAME: SEYOUM, KASSAYE 01-2982U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING MONTHLY DBE -50,000.00 015 RCVD DBE 50,000.00 016 MISSING BMP'S -75,000.00 023 RCVD BMP'S 75,000.00 028 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY CEM-2402 -10,000.00 057 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION PER LTTR DATED 5/20 -8,000.00 004 PER LTTR DATED 6/20 -8,000.00 005 PER 8/20 LETTER -7,000.00 008 RELEASE 5/20 DEDUCT 8,000.00 008 PER 11/20 LETTER -3,000.00 011 RELEASE 11/20 DEDUCT 3,000.00 018 RELEASE 6/20 DEDUCT 8,000.00 018 RELEASE 8/20 DEDUCT 7,000.00 018 PER 1/22 LETTER -8,000.00 025 LTR DATE 2/16/22 8,000.00 026 LTR DATE 2/16/22 -2,000.00 026 LTR 3/22 DEDUCT -1,000.00 027 RETURN 2/22 DEDUCT 2,000.00 027 RELEASE 3/22 DEDUCT 1,000.00 028 PER 5/22 LTR DEDUCT -3,000.00 029 PER 6/22 LTR DEDUCT -2,000.00 030 RELEASE 5/22 DEDUCT 3,000.00 031 PER 8/22 LTR DEDUCT -8,000.00 032 PER 10/22 LTR DEDUCT -10,000.00 034 RELEASE 6/22 DEDUCT 2,000.00 034 RELEASE 8/22 DEDUCT 8,000.00 034 DEDUCT LTTR 11/2022 -3,000.00 035 RTRN LTTR 10/2022 10,000.00 035 DEDUCT PER 12/22 LTR -9,000.00 036 PER 1/23 LTR DEDUCT -10,000.00 037 PER 2/23 LTR DEDUCT -6,000.00 038 RELEASE 11/22 DEDUCT 3,000.00 038 RELEASE 12/22 DEDUCT 9,000.00 038 RELEASE 1/23 DEDUCT 10,000.00 038 PER 3/23 LTR DEDUCT -3,000.00 039 RELEASE 2/23 DEDUCT 6,000.00 039 RTN PER LTR 3/23 3,000.00 040 PER 5/23 LTR DEDUCT -4,000.00 041 RTN DEDUCT LTR 5/23 4,000.00 042 PER 7/23 LTR DEDUCT -10,000.00 043 PER 8/23 LTR DEDUCT -10,000.00 044 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 12/16/24 EST. NO. 058 TIME 03:35 PM R.E. NAME: SEYOUM, KASSAYE 01-2982U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RELEASE 7/23 DEDUCT 10,000.00 045 RELEASE 8/23 DEDUCT 10,000.00 045 DEDUCT LTTR 10/23 -2,000.00 046 RELEASE 10/23 DEDUCT 2,000.00 047 DEDUCT LETTER 1/24 -1,000.00 049 RELEASE 1/24 DEDUCT 1,000.00 050 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 LOCATION RERUN SEMI-FINAL ESTIMATE 01-LAK-29-28.5/31.6 ------------------------- O.C. JONES & SONS, INC. IN LAKE COUNTY NEAR KELSEYVILLE ON 1520 FOURTH STREET RTE 29 FROM 0.6 MI TO 3.7 MILES BERKELEY CA 94710 NORTH OF RTE 281 AND ON RTE 175 FROM SO JCT RTE 29 TO 0.3 MI EAST OF SO JCT RTE 29 FED. AID NO. ACNH-P029(148)E CONSTRUCT EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000 003 TIME-RELATED OVERHEAD (LS) LS 2,100,000.0000 2,100,000.00 1.000 2,100,000 004 DEVELOP WATER SUPPLY LS 375,000.0000 375,000.00 1.000 375,000 005 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000 006 TRAFFIC CONTROL SYSTEM LS 800,000.0000 800,000.00 1.000 800,000 007 TYPE III BARRICADE EA 50.0000 14,500.00 19.000 950 008 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 7.0000 10,640.00 147.000 1,029 009 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6000 91,800.00 125,950.000 75,570 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 12,600.00 362.000 16,290 011 TEMPORARY PAVEMENT MARKER EA 7.5000 22,500.00 3,405.000 25,537 012 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 40,000.0000 40,000.00 1.000 40,000 013 TEMPORARY RAILING (TYPE K) LF 15.0000 136,800.00 8,710.000 130,650 014 ALTERNATIVE TEMPORARY CRASH CUSHION EA 4,400.0000 17,600.00 12.000 52,800 015 JOB SITE MANAGEMENT LS 190,000.0000 190,000.00 1.000 190,000 016 PREPARE STORM WATER POLLUTION PREVENTION LS 2,800.0000 2,800.00 1.000 2,800 PLAN 017 RAIN EVENT ACTION PLAN EA 500.0000 28,000.00 43.000 21,500 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 8,900.00 38.000 3,800 019 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 4.000 8,000 020 TEMPORARY EROSION CONTROL BLANKET SQYD 5.8500 5,382.00 0.000 0 021 MOVE-IN/MOVE-OUT EA 700.0000 10,500.00 15.000 10,500 (TEMPORARY EROSION CONTROL) 022 TEMPORARY HYDRAULIC MULCH SQYD 0.4000 5,520.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY HYDRAULIC MULCH SQYD 0.5500 52,360.00 368,785.000 202,831 (BONDED FIBER MATRIX) 024 TEMPORARY COVER SQYD 2.7500 5,500.00 3,038.000 8,354 025 TEMPORARY CHECK DAM LF 7.5000 10,575.00 4,715.000 35,362 026 TEMPORARY DRAINAGE INLET PROTECTION EA 105.0000 4,515.00 27.000 2,835 027 TEMPORARY FIBER ROLL LF 2.5500 44,115.00 38,740.000 98,787 028 TEMPORARY GRAVEL BAG BERM LF 6.5000 47,905.00 865.000 5,622 029 TEMPORARY SILT FENCE LF 2.4500 51,450.00 2,626.000 6,433 030 TEMPORARY CONSTRUCTION ENTRANCE EA 4,000.0000 60,000.00 16.000 64,000 031 STREET SWEEPING LS 675,000.0000 675,000.00 1.000 675,000 032 TEMPORARY CONCRETE WASHOUT LS 150,100.0000 150,100.00 1.000 150,100 033 TREATED WOOD WASTE LB 0.2500 600.00 0.000 0 034 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 76,000.0000 76,000.00 1.000 76,000 035 INVASIVE SPECIES CONTROL LS 35,000.0000 35,000.00 1.000 35,000 036 TEMPORARY HIGH-VISIBILITY FENCE LF 2.1500 61,490.00 28,976.000 62,298 037 CLEARING AND GRUBBING (LS) LS 980,000.0000 980,000.00 1.000 980,000 038 ROADWAY EXCAVATION CY 17.3500 7,252,300.00 401,037.000 6,957,991 039 ROADWAY EXCAVATION (TOPSOIL) CY 25.0000 92,500.00 3,700.000 92,500 040 ROCK EXCAVATION (CONTROLLED BLASTING) CY 23.0000 920,000.00 40,000.000 920,000 041 ROCK EXCAVATION CY 17.3500 7,269,650.00 399,616.000 6,933,337 042 SHOULDER BACKING TON 185.0000 7,030.00 499.450 92,398 043 STRUCTURE EXCAVATION (GROUND ANCHOR CY 66.0000 53,988.00 755.000 49,830 (F) WALL) 044 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 110.0000 5,720.00 58.000 6,380 (F) 045 DITCH EXCAVATION CY 31.0000 496,000.00 15,711.000 487,041 046 SOIL AMENDMENT CY 100.0000 1,100.00 11.000 1,100 047 PLANT (GROUP A) EA 23.5000 28,200.00 1,200.000 28,200 048 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 1.000 40,000 049 WOOD MULCH CY 91.0000 27,300.00 300.000 27,300 PROGRAM CAS145 PAGE 3 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 FOLIAGE PROTECTOR EA 41.0000 18,450.00 450.000 18,450 051 RELOCATE BOULDERS EA 480.0000 76,800.00 160.000 76,800 052 LOG EA 1,200.0000 19,200.00 27.000 32,400 053 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 3,600.00 15.000 4,500 054 ROLLED EROSION CONTROL PRODUCT (NETTING) SQFT 0.4000 29,200.00 118,831.000 47,532 055 HYDROMULCH (FRM) SQFT 0.0800 263,200.00 2,954,411.000 236,352 056 FIBER ROLLS LF 3.0000 247,800.00 79,032.500 237,097 057 COMPOST SOCK LF 5.8000 7,250.00 1,203.000 6,977 058 HYDROSEED A (HBGM) SQFT 0.1400 449,400.00 2,906,111.000 406,855 059 HYDROSEED B (HBGM) SQFT 0.1400 11,410.00 49,385.000 6,913 060 COMPOST (CY) CY 35.0000 87,500.00 2,513.310 87,965 061 INCORPORATE MATERIALS 4" SQFT 0.0300 8,550.00 223,720.000 6,711 062 INCORPORATE MATERIALS 12" SQFT 0.0300 3,870.00 122,805.000 3,684 063 PERMANENT EROSION CONTROL ESTABLISHMENT LS 24,500.0000 24,500.00 1.000 24,500 WORK 064 FINISHING ROADWAY LS 5,000.0000 5,000.00 1.000 5,000 065 CLASS 2 AGGREGATE BASE (CY) CY 54.0000 5,227,200.00 103,301.200 5,578,264 066 HOT MIX ASPHALT (TYPE A) TON 124.0000 9,659,600.00 1,325.750 164,393.00 83,920.040 10,406,084 067 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 139.0000 1,515,100.00 778.000 108,142.00 8,894.600 1,236,349 068 DATA CORE LS 5,000.0000 5,000.00 1.000 5,000 069 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 2.1000 7,350.00 3,289.000 6,906 070 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.1000 8,400.00 9,218.000 19,357 071 PLACE HOT MIX ASPHALT SQYD 100.0000 22,000.00 4,577.350 457,735 (MISCELLANEOUS AREA) 072 TACK COAT TON 1,200.0000 132,000.00 78.350 94,020 073 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 11.2000 259,840.00 8,634.300 96,704 074 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 180,900.00 9,396.450 84,568 075 REMOVE BASE AND SURFACING CY 11.2000 148,960.00 7,448.300 83,420 076 GROUND ANCHOR (SUBHORIZONTAL) EA 2,000.0000 312,000.00 156.000 312,000 PROGRAM CAS145 PAGE 4 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, GROUND ANCHOR WALL CY 2,180.0000 475,240.00 204.000 444,720 (F) 078 STRUCTURAL CONCRETE, HEADWALL CY 2,400.0000 129,600.00 40.060 96,144 (F) 079 MINOR CONCRETE (MINOR STRUCTURE) CY 1,860.0000 463,140.00 265.400 493,644 (F) 080 CONCRETE SURFACE TEXTURE SQFT 34.0000 234,260.00 6,534.000 222,156 (F) 081 BAR REINFORCING STEEL LB 1.2500 4,070.00 3,256.000 4,070 (F) 082 BAR REINFORCING STEEL (RETAINING WALL) LB 3.0000 108,915.00 34,899.000 104,697 (F) 083 STRUCTURAL SHOTCRETE CY 1,006.0000 293,752.00 269.000 270,614 (F) 084 WILDLIFE ESCAPE RAMP EA 40,000.0000 280,000.00 7.000 280,000 085 18" ALTERNATIVE PIPE CULVERT LF 100.0000 38,000.00 393.300 39,330 086 24" ALTERNATIVE PIPE CULVERT LF 200.0000 740,000.00 3,812.650 762,530 087 30" ALTERNATIVE PIPE CULVERT LF 210.0000 252,000.00 1,171.000 245,910 088 36" ALTERNATIVE PIPE CULVERT LF 275.0000 715,000.00 2,560.400 704,110 089 CONCRETE BACKFILL (PIPE TRENCH) CY 410.0000 227,550.00 512.500 210,125 (F) 090 18" TEMPORARY CULVERT LF 185.0000 24,050.00 0.000 0 091 24" TEMPORARY CULVERT LF 190.0000 24,700.00 80.000 15,200 092 30" TEMPORARY CULVERT LF 240.0000 20,400.00 50.000 12,000 093 36" TEMPORARY CULVERT LF 275.0000 23,650.00 0.000 0 094 35" X 24" ALTERNATIVE PIPE ARCH CULVERT LF 130.0000 81,900.00 625.000 81,250 095 8" CORRUGATED STEEL PIPE (.064" THICK) LF 200.0000 1,200.00 6.000 1,200 096 12'-11" X 11'-3" STRUCTRUAL STEEL PLATE LF 1,470.0000 367,500.00 250.000 367,500 VEHICULAR UNDERCROSSING 097 GEOCOMPOSITE DRAIN SQFT 7.5000 10,095.00 1,292.000 9,690 (F) 098 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 110.0000 13,200.00 106.100 11,671 099 36" CORRUGATED STEEL PIPE DOWNDRAIN LF 850.0000 37,400.00 42.200 35,870 (.138" THICK) 100 8" ENTRANCE TAPER EA 1,150.0000 1,150.00 1.000 1,150 101 12" ENTRANCE TAPER EA 1,200.0000 1,200.00 0.000 0 102 12" ANCHOR ASSEMBLY EA 600.0000 5,400.00 9.000 5,400 103 TEMPORARY AFES EA 1,150.0000 17,250.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 12" ALTERNATIVE FLARED END SECTION EA 1,100.0000 1,100.00 1.000 1,100 105 18" ALTERNATIVE FLARED END SECTION EA 1,220.0000 6,100.00 5.000 6,100 106 24" ALTERNATIVE FLARED END SECTION EA 1,250.0000 27,500.00 23.000 28,750 107 30" ALTERNATIVE FLARED END SECTION EA 1,450.0000 21,750.00 16.000 23,200 108 36" ALTERNATIVE FLARED END SECTION EA 1,800.0000 23,400.00 13.000 23,400 109 35" X 24" ALTERNATIVE FLARED END PIPE EA 1,200.0000 28,800.00 24.000 28,800 ARCH SECTION 110 ABANDON CULVERT (EA) EA 3,000.0000 3,000.00 1.000 3,000 111 REMOVE CULVERT (EA) EA 4,300.0000 90,300.00 21.000 90,300 112 REMOVE INLET EA 1,700.0000 3,400.00 4.000 6,800 113 REMOVE HEADWALL EA 1,700.0000 8,500.00 6.000 10,200 114 ROCK SLOPE PROTECTION CY 200.0000 7,600.00 18.900 3,780 (300 LB, CLASS IV, METHOD B) (CY) 115 ROCK SLOPE PROTECTION CY 515.0000 3,605.00 7.000 3,605 (150 LB, CLASS III, METHOD B) (CY) 116 ROCK SLOPE PROTECTION CY 160.0000 128,000.00 769.400 123,104 (60 LB, CLASS II, METHOD B) (CY) 117 ROCK SLOPE PROTECTION CY 170.0000 124,100.00 726.280 123,467 (20 LB, CLASS I, METHOD B) (CY) 118 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 4.2000 17,262.00 3,995.900 16,782 119 MINOR CONCRETE (GUTTER) (CY) CY 800.0000 7,200.00 11.250 9,000 120 MINOR CONCRETE (MISCELLANEOUS CY 1,700.0000 45,900.00 22.690 38,573 CONSTRUCTION) 121 MINOR CONCRETE (TEXTURED PAVING) CY 645.0000 109,650.00 176.000 113,520 122 MISCELLANEOUS IRON AND STEEL LB 3.0000 52,683.00 17,886.000 53,658 (F) 123 DESTROY WELL EA 11,000.0000 66,000.00 6.000 66,000 124 PREPARE AND STAIN CONCRETE SQFT 5.0000 34,450.00 6,534.000 32,670 (F) 125 OXIDIZING STAIN SQFT 2.3500 20,915.00 8,605.000 20,221 126 REPLACE MAILBOX EA 300.0000 2,100.00 7.000 2,100 127 RELOCATE BILLBOARD EA 1,200.0000 1,200.00 0.000 0 128 RELOCATE PRIVATE TWO POST SIGN EA 900.0000 1,800.00 1.000 900 129 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 130 WILDLIFE FENCE (TYPE WM, METAL POST 8') LF 50.0000 540,000.00 10,499.000 524,950 PROGRAM CAS145 PAGE 6 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FENCE (TYPE WM, METAL POST) LF 10.0000 262,000.00 30,550.524 305,505 132 CHAIN LINK FENCE (TYPE CL-6, LF 70.0000 115,500.00 1,716.000 120,120 EXTENSION ARM) 133 24' WIRE MESH GATE (8' HIGH) EA 4,000.0000 4,000.00 1.000 4,000 134 12' METAL GATE EA 5,000.0000 10,000.00 0.000 0 135 16' METAL GATE EA 5,000.0000 5,000.00 3.000 15,000 136 24' METAL GATE EA 10,000.0000 10,000.00 1.000 10,000 137 REMOVE FENCE LF 4.5000 108,900.00 24,200.000 108,900 138 REMOVE GATE EA 600.0000 7,800.00 13.000 7,800 139 RELOCATE GATE EA 3,500.0000 24,500.00 6.000 21,000 140 REMOVE PAVEMENT MARKER EA 3.0000 5,400.00 0.000 0 141 REMOVE DELINEATOR EA 25.0000 1,575.00 63.000 1,575 142 DELINEATOR (CLASS 2) EA 51.0000 12,750.00 242.000 12,342 143 PAVEMENT MARKER EA 9.5000 23,750.00 2,610.000 24,795 (RETROREFLECTIVE-RECESSED) 144 MILEPOST MARKER EA 51.0000 765.00 15.000 765 145 MARKER (CULVERT) EA 51.0000 2,805.00 56.000 2,856 146 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 147 REMOVE ROADSIDE SIGN EA 150.0000 3,600.00 24.000 3,600 148 RELOCATE ROADSIDE SIGN EA 250.0000 750.00 6.000 1,500 149 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.6000 2,320.00 200.000 2,320 (0.063"-UNFRAMED) 150 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.4000 7,224.00 860.000 7,224 (0.063" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 151 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 688.50 54.000 688 (0.080"-UNFRAMED) 152 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.7500 2,145.00 220.000 2,145 (0.080" - UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 153 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.7500 3,060.00 240.000 3,060 (0.063" - FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 154 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.7500 2,507.50 170.000 2,507 (0.080" -FRAMED) FOR RETROREFLECTIVE SHEETING(TYPE XI) 155 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.5000 5,110.00 1,460.000 5,110 PROGRAM CAS145 PAGE 7 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 156 ROADSIDE SIGN - ONE POST EA 320.0000 44,800.00 143.000 45,760 157 ROADSIDE SIGN - TWO POST EA 640.0000 8,320.00 13.000 8,320 158 BARRICADE (PERMANENT) EA 1,100.0000 4,400.00 2.000 2,200 159 CABLE RAILING LF 60.0000 34,680.00 578.000 34,680 (F) 160 CONCRETE BARRIER (TYPE 60M) LF 185.0000 20,350.00 66.400 12,284 161 CONCRETE BARRIER (TYPE 60MD MODIFIED) LF 145.0000 35,380.00 244.000 35,380 (F) 162 THERMOPLASTIC PAVEMENT MARKING SQFT 9.5000 32,205.00 3,130.000 29,735 (ENHANCED WET NIGHT VISIBILITY) 163 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.8500 3,323.50 3,730.000 3,170 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) 164 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 14,460.00 25,338.000 15,202 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 165 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 86,300.00 81,635.000 81,635 (ENHANCED WET NIGHT VISIBILITY) 166 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.5000 16,000.00 6,396.000 15,990 (ENHANCED WET NIGHT VISIBILITY) 167 REMOVE PAINTED PAVEMENT MARKING SQFT 12.0000 2,160.00 0.000 0 168 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 20,570.00 0.000 0 169 TRAFFIC MONITORING STATION SYSTEM LS 22,000.0000 22,000.00 1.000 22,000 170 RADAR SPEED FEEDBACK SIGN SYSTEMS LS 40,000.0000 40,000.00 1.000 40,000 171 REMOVING EXISTING ELECTRICAL SYSTEM LS 3,000.0000 3,000.00 1.000 3,000 172 BUILDING WORK LS 160,000.0000 160,000.00 1.000 160,000 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 174 TEMPORARY FENCE (TYPE CL-6, EXTENSION LF 50.0000 43,500.00 450.000 22,500 ARMS) 175 TEMPORARY 4' CHAINLINK GATE EA 1,000.0000 1,000.00 0.000 0 (TYPE CL-6, EXTENSION ARMS) 176 TEMPORARY 20' CHAINLINK GATE EA 4,000.0000 4,000.00 0.000 0 (TYPE CL-6, EXTENSION ARMS) PROGRAM CAS145 PAGE 8 DATE 12/16/24 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-2982U4 TIME 03:35 PM ESTIMATE NO. 058 BID OPENING 10/17/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/27/24 R.E. NAME: SEYOUM, KASSAYE DATE OF THIS ESTIMATE 12/16/24 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 272,535.00 48,484,917.57 ADJUSTMENT OF COMPENSATION 249,252.56 1,796,846.41 EXTRA WORK 7,439.52 3,829,935.92 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 529,227.08 54,111,699.90 177 MOBILIZATION LS 5,300,000.0000 5,300,000.00 1.000 5,300,000 ORIGINAL CONTRACT AMOUNT 53,590,555.50 TOTAL WORK COMPLETED 529,227.08 59,411,699.90 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 529,227.08 59,401,699.90 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 12/02/19 325 01/29/20 01/29/20 08/27/24 316 601 0 0 100% 100% SEYOUM, KASSAYE RESIDENT ENGINEER