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 12/05/19 EST. NO. 005 TIME 03:07 PM R.E. NAME: BEYENE, GIRMAY 03-0H10U4 --------------------------------------------------------------------------- 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 12/05/19 EST. NO. 005 TIME 03:07 PM R.E. NAME: BEYENE, GIRMAY 03-0H10U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING FHWA1391 -10,000.00 002 PER LTR DATED 10/19 -3,000.00 003 REC'D FHWA1391 10,000.00 003 PER LTTR DATED 11/19 -10,000.00 004 0.00 -13,000.00 OVERBID ITEMS OVERBID ITEM NO. 337 -1,257,400.00 003 0.00 -1,257,400.00 TOTAL DEDUCTIONS 0.00 -1,270,400.00 PROGRAM CAS145 PAGE 1 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-SAC-5-9.7/24.9 ------------------------------ NOR CAL PAVING IN SACRAMENTO, FROM 1.1 MILES SOUTH 400 SUNRISE AVE. SUITE 300; OF ELK GROVE BLVD OVERCROSSING TO ROSEVILLE CA 95661 ROUTE 50 AT AMERICAN RIVER BR (BR#24-68) FED. AID NO. B1IM- 005-6(349)E ROADWAY REHABILITATION, CONSTRUCT ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 4,523.5000 4,523.50 1.000 4,523 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 60,000.0000 60,000.00 0.250 15,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 33,000.0000 13,200,000.00 55.000 1,815,000 004 DEVELOP WATER SUPPLY LS 300,000.0000 300,000.00 0.138 41,400 005 CONSTRUCTION AREA SIGNS LS 200,000.0000 200,000.00 0.469 93,800 006 TRAFFIC CONTROL SYSTEM LS 15,108,744.0000 15,108,744.00 0.138 2,085,006 007 AUTOMATED WORK ZONE INFORMATION SYSTEM LS 396,720.0000 396,720.00 0.000 0 008 TYPE III BARRICADE EA 101.0000 17,170.00 7.000 707 009 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0200 1,272.60 0.000 0 010 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2500 357,500.00 34,582.000 8,645 011 PLASTIC TRAFFIC DRUMS EA 4.7600 29,036.00 158.000 752 012 TEMPORARY PAVEMENT MARKER EA 3.0300 85,749.00 685.000 2,075 013 TEMPORARY PEDESTRIAN ACCESS ROUTE LS 7,853.3100 7,853.31 0.000 0 014 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 250,000.0000 250,000.00 0.138 34,500 015 TEMPORARY RAILING (TYPE K) LF 11.0000 3,047,000.00 25,820.000 284,020 016 TEMPORARY ALTERNATIVE CRASH CUSHION EA 1,900.0000 456,000.00 30.000 57,000 TERMINAL SYSTEM 017 TEMPORARY TRAFFIC SCREEN LF 3.0000 333,000.00 19,050.000 57,150 018 JOB SITE MANAGEMENT LS 100,000.0000 100,000.00 0.138 13,800 019 PREPARE STORM WATER POLLUTION PREVENTION LS 3,000.0000 3,000.00 0.554 1,662 PLAN 020 RAIN EVENT ACTION PLAN EA 500.0000 47,000.00 2.000 1,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 58,000.00 0.000 0 022 STORM WATER ANNUAL REPORT EA 2,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY EROSION CONTROL BLANKET SQYD 3.9800 41,392.00 0.000 0 024 MOVE-IN/MOVE-OUT EA 204.0000 3,672.00 2.000 408 (TEMPORARY EROSION CONTROL) 025 TEMPORARY HYDRAULIC MULCH SQYD 0.5100 29,886.00 8,140.000 4,151 (BONDED FIBER MATRIX) 026 TEMPORARY COVER SQYD 2.6600 155,876.00 0.000 0 027 TEMPORARY CHECK DAM LF 11.1400 13,145.20 0.000 0 028 TEMPORARY DRAINAGE INLET PROTECTION EA 291.4700 72,867.50 45.000 13,116 029 TEMPORARY FIBER ROLL LF 2.9000 43,500.00 7,604.000 22,051 030 TEMPORARY GRAVEL BAG BERM LF 8.4200 97,672.00 10.000 84 031 TEMPORARY SILT FENCE LF 3.0500 45,750.00 2,545.000 7,762 032 TEMPORARY CONSTRUCTION ENTRANCE EA 5,149.5300 77,242.95 2.000 10,299 033 STREET SWEEPING LS 1,427,959.3900 1,427,959.39 0.138 197,058 034 TEMPORARY CONCRETE WASHOUT LS 175,000.0000 175,000.00 0.138 24,150 035 WATER QUALITY SAMPLING AND ANALYSIS DAY EA 850.0000 85,000.00 0.000 0 036 WATER QUALITY MONITORING REPORT EA 275.0000 27,500.00 0.000 0 037 TEMPORARY CREEK DIVERSION SYSTEMS LS 98,007.0000 98,007.00 0.000 0 038 ASBESTOS COMPLIANCE PLAN LS 4,272.1000 4,272.10 0.000 0 039 TREATED WOOD WASTE LB 0.1100 31,710.25 46,075.000 5,068 040 TEMPORARY WETLAND PROTECTION MAT LS 196,014.0000 196,014.00 0.250 49,003 041 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 98,040.0000 98,040.00 0.138 13,529 042 BIRD EXCLUSION DEVICES LS 87,955.0000 87,955.00 0.250 21,988 043 NOISE MONITORING LS 100,000.0000 100,000.00 0.250 25,000 044 REMOVE CONCRETE (LF) LF 3.8300 11,719.80 118.000 451 045 REMOVE CONCRETE (CY) CY 54.7800 372,504.00 260.920 14,293 046 REMOVE CONCRETE (MISCELLANEOUS) (SQFT) SQFT 2.0900 11,704.00 0.000 0 047 TEMPORARY HIGH-VISIBILITY FENCE LF 3.2000 38,400.00 3,231.000 10,339 048 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.200 40,000 049 ROADWAY EXCAVATION CY 24.0000 4,344,000.00 9,010.460 216,251 PROGRAM CAS145 PAGE 3 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ROADWAY EXCAVATION (TYPE Z-2) CY 336.0000 151,200.00 176.010 59,139 (AERIALLY DEPOSITED LEAD) 051 SHOULDER BACKING TON 91.0000 218,400.00 0.000 0 052 STRUCTURE EXCAVATION (BRIDGE) CY 150.7800 500,137.26 716.000 107,958 (F) 053 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 323,550.00 0.000 0 (F) 054 STRUCTURE EXCAVATION (GROUND ANCHOR CY 251.3000 74,133.50 0.000 0 (F) WALL) 055 STRUCTURE BACKFILL (BRIDGE) CY 145.7500 283,775.25 0.000 0 (F) 056 STRUCTURE BACKFILL (RETAINING WALL) CY 170.0000 318,750.00 0.000 0 (F) 057 STRUCTURE BACKFILL (GROUND ANCHOR WALL) CY 402.0800 19,701.92 0.000 0 (F) 058 SUBGRADE ENHANCEMENT GEOTEXTILE, SQYD 3.3000 435,600.00 975.000 3,217 CLASS B2 059 ROADSIDE CLEARING LS 500,000.0000 500,000.00 0.000 0 060 8" CORRUGATED HIGH DENSITY LF 91.9500 36,780.00 0.000 0 POLYETHYLENE PIPE CONDUIT 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 204.0000 1,632.00 0.000 0 062 DRY SEED (SQFT) SQFT 0.0500 8,350.00 0.000 0 063 BONDED FIBER MATRIX (TYPE 1) SQFT 0.1000 537,000.00 0.000 0 064 BONDED FIBER MATRIX (TYPE 2) SQFT 0.1000 132,800.00 0.000 0 065 BONDED FIBER MATRIX (TYPE 3) SQFT 0.2200 95,040.00 0.000 0 066 ROLLED EROSION CONTROL PRODUCT (BLANKET) SQFT 0.3600 59,400.00 0.000 0 067 FIBER ROLLS LF 3.0600 113,526.00 0.000 0 068 STRAW SQFT 1.0200 1,774.80 0.000 0 069 COMPOST (CY) CY 25.5000 346,800.00 0.000 0 070 INCORPORATE MATERIALS SQFT 0.0500 22,500.00 0.000 0 071 FINISHING ROADWAY LS 230,000.0000 230,000.00 0.000 0 072 LIME STABILIZED SOIL SQYD 8.6800 243,908.00 0.000 0 073 CLASS 2 AGGREGATE SUBBASE CY 55.0000 731,500.00 2,335.000 128,425 074 CLASS 2 AGGREGATE BASE (CY) CY 40.0000 3,748,000.00 2,335.000 93,400 075 LEAN CONCRETE BASE RAPID SETTING CY 360.0000 9,324,000.00 0.000 0 076 REPLACE BASE CY 360.0000 802,800.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CRACK AND SEAT SQYD 1.1600 426,880.00 22,941.000 26,611 078 HIGH FRICTION SURFACE TREATMENT SQYD 28.4900 396,011.00 0.000 0 079 REPLACE ASPHALT CONCRETE SURFACING CY 208.8200 64,734.20 0.000 0 080 HOT MIX ASPHALT (TYPE A) (LONG LIFE) TON 95.0000 33,250,000.00 0.000 0 081 HOT MIX ASPHALT (TYPE A) TON 100.0000 8,280,000.00 30,666.350 3,066,635 082 HOT MIX ASPHALT (LEVELING) TON 89.0000 4,200,800.00 0.000 0 083 MINOR HOT MIX ASPHALT TON 150.0000 4,050.00 0.000 0 084 HOT MIX ASPHALT-OPEN GRADED TON 90.0000 657,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 085 RUBBERIZED HOT MIX ASPHALT-OPEN GRADED TON 100.0000 5,800,000.00 0.000 0 (OPEN GRADED FRICTION COURSE) 086 ASPHALT BINDER TON 1.0200 826.20 35.560 36 (GEOSYNTHETIC PAVEMENT INTERLAYER) 087 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.5200 1,045,760.00 37,369.700 56,801 (PAVING FABRIC) 088 DATA CORE LS 31,554.0100 31,554.01 0.000 0 089 PLACE HOT MIX ASPHALT DIKE LF 1.8400 49,864.00 0.000 0 090 PLACE HOT MIX ASPHALT SQYD 31.5700 68,822.60 0.000 0 (MISCELLANEOUS AREA) 091 TACK COAT TON 1,406.3400 1,420,403.40 37.250 52,386 092 REMOVE ASPHALT CONCRETE DIKE LF 3.6000 79,200.00 5,965.000 21,474 093 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.2000 1,272,600.00 69,077.330 290,124 094 PRECAST JOINTED CONCRETE PAVEMENT CY 900.0000 29,610,000.00 0.000 0 095 INDIVIDUAL SLAB REPLACEMENT (RSC) CY 685.0000 2,863,300.00 0.000 0 096 REMOVE CONCRETE PAVEMENT AND BASE CY 150.0000 6,555,000.00 0.000 0 097 GRIND EXISTING CONCRETE SQYD 6.2700 146,718.00 1,812.000 11,361 PAVEMENT 098 GRIND EXISTING BRIDGE DECK SQYD 28.3400 8,785.40 0.000 0 099 GROUND ANCHOR (SUBHORIZONTAL) EA 3,000.5200 297,051.48 0.000 0 100 FURNISH STEEL PIPE PILING (PP 30 X 1.0) LF 291.5100 3,086,216.37 173.500 50,576 101 DRIVE STEEL PIPE PILE (PP 30 X 1.0) EA 3,518.2000 464,402.40 2.000 7,036 102 FURNISH 18" PRECAST PRESTRESSED LF 226.1700 1,229,912.46 0.000 0 CONCRETE PILING 103 DRIVE 18" PRECAST PRESTRESSED CONCRETE EA 3,819.7600 320,859.84 0.000 0 PILING PROGRAM CAS145 PAGE 5 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PILING (CLASS 140) (ALTERNATIVE LF 27.1400 271,589.98 5,880.000 159,583 X) 105 DRIVE PILE (CLASS 140) (ALTERNATIVE X) EA 2,010.4000 446,308.80 120.000 241,248 106 FURNISH 18" CAST-IN-STEEL SHELL LF 80.4200 698,849.80 1,040.000 83,636 CONCRETE PILING 107 DRIVE 18" CAST-IN-STEEL SHELL CONCRETE EA 1,407.2800 503,806.24 45.000 63,327 PILE 108 FURNISH 24" CAST-IN-STEEL SHELL LF 120.6200 18,093.00 0.000 0 CONCRETE PILING 109 DRIVE 24" CAST-IN-STEEL SHELL CONCRETE EA 1,407.2800 8,443.68 0.000 0 PILE 110 24" CAST-IN-DRILLED-HOLE CONCRETE LF 78.0000 570,180.00 7,265.000 566,670 PILING (SOUND WALL) 111 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,530.1800 2,693,116.80 0.000 0 (SIGN FOUNDATION) 112 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 452.3400 667,653.84 53.000 23,974 (F) 113 STRUCTURAL CONCRETE, BRIDGE CY 2,766.6400 6,529,270.40 22.000 60,866 (F) 114 STRUCTURAL CONCRETE, BRIDGE CY 2,161.1800 5,223,572.06 118.000 255,019 (F) (POLYMER FIBER) 115 STRUCTURAL CONCRETE, GROUND ANCHOR WALL CY 1,256.5000 152,036.50 0.000 0 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL CY 452.3400 643,227.48 0.000 0 (F) 117 STRUCTURAL CONCRETE, SOUND WALL CY 1,507.8000 22,617.00 0.000 0 (F) 118 STRUCTURAL CONCRETE, SOUND WALL PILE CAP CY 1,628.3000 16,283.00 0.000 0 (F) 119 STRUCTURE CONCRETE (PUMPING PLANT) CY 4,047.2600 8,094.52 0.000 0 (F) 120 STRUCTURAL CONCRETE, BARRIER SLAB CY 669.9900 487,752.72 0.000 0 (F) 121 AGGREGATE BASE (APPROACH SLAB) CY 351.8200 10,554.60 0.000 0 122 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,005.2000 335,736.80 0.000 0 (F) (TYPE N) 123 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,507.8000 467,418.00 0.000 0 (TYPE R) 124 STRUCTURAL CONCRETE, DRAINAGE INLET CY 2,003.8900 529,026.96 0.000 0 (F) 125 MINOR CONCRETE (MINOR STRUCTURE) CY 2,350.0000 136,300.00 0.000 0 (F) 126 MINOR CONCRETE (COLLAR) CY 1,200.0000 5,520.00 0.000 0 127 MINOR CONCRETE (BACKFILL) CY 270.0000 1,485.00 0.000 0 (F) 128 PAVING NOTCH EXTENSION CF 1,357.0200 50,209.74 0.000 0 129 FRACTURED RIB TEXTURE SQFT 35.1800 112,224.20 0.000 0 (F) 130 FRACTURED RIB TEXTURE WITH RIBBON SQFT 40.2100 54,323.71 0.000 0 (F) PATTERN PROGRAM CAS145 PAGE 6 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 FRACTURED RIB TEXTURE WITH CURVE PATTERN SQFT 75.3900 33,925.50 0.000 0 (F) 132 DRILL AND BOND DOWEL LF 15.0800 39,192.92 437.000 6,589 133 DRILL AND BOND DOWEL LF 15.0800 18,548.40 630.000 9,500 (CHEMICAL ADHESIVE)(LF) 134 CLEAN EXPANSION JOINT LF 35.1800 75,179.66 0.000 0 135 FURNISH PRECAST CONCRETE RECTANGULAR EA 7,036.4000 84,436.80 0.000 0 GIRDER (30'-40') 136 FURNISH PRECAST CONCRETE RECTANGULAR EA 7,036.4000 422,184.00 0.000 0 GIRDER (40'-50') 137 ERECT PRECAST CONCRETE GIRDER EA 1,507.8000 108,561.60 0.000 0 (F) 138 JOINT SEAL (MR 1/2") LF 75.3900 98,760.90 0.000 0 139 JOINT SEAL (MR 1") LF 75.3900 49,229.67 0.000 0 140 JOINT SEAL (MR 2") LF 175.9100 4,221.84 0.000 0 141 BONDED JOINT SEAL (MR 2") LF 80.4200 56,213.58 0.000 0 142 BONDED JOINT SEAL (MR 2 1/2") LF 100.5200 17,892.56 0.000 0 143 BAR REINFORCING STEEL (BRIDGE) LB 1.2600 2,621,981.88 80,385.000 101,285 (F) 144 BAR REINFORCING STEEL (RETAINING WALL) LB 2.0100 168,747.54 0.000 0 (F) 145 BAR REINFORCING STEEL (GROUND ANCHOR LB 1.3600 85,174.08 0.000 0 (F) WALL) 146 BAR REINFORCING STEEL (PUMPING PLANT) LB 27.3200 2,950.56 0.000 0 (F) 147 BAR REINFORCING STEEL (SOUND WALL PILE) LB 1.1600 280,465.96 240,291.000 278,737 (F) 148 HEADED BAR REINFORCEMENT EA 10.0500 105,504.90 0.000 0 (F) 149 STRUCTURAL SHOTCRETE CY 879.5500 145,125.75 0.000 0 (F) 150 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.0000 84,903.00 0.000 0 (F) WITH WALKWAY) 151 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 42,451.50 0.000 0 (F) WITH WALKWAY) 152 FURNISH SIGN STRUCTURE (TRUSS) LB 4.1000 3,697,031.50 0.000 0 (F) 153 INSTALL SIGN STRUCTURE (TRUSS) LB 0.3000 270,514.50 0.000 0 (F) 154 REMOVE SIGN STRUCTURE (EA) EA 2,000.0000 40,000.00 0.000 0 155 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 20,000.00 0.000 0 156 RELOCATE SIGN STRUCTURE EA 7,000.0000 14,000.00 0.000 0 157 PEDESTRIAN BARRICADE EA 757.5000 757.50 0.000 0 PROGRAM CAS145 PAGE 7 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 SOUND WALL (MASONRY BLOCK) SQFT 50.2600 15,228.78 0.000 0 (F) 159 SOUND WALL (MASONRY BLOCK) (MODIFIED) SQFT 40.3600 1,658,997.80 0.000 0 (F) 160 PUBLIC SAFETY PLAN LS 15,180.0000 15,180.00 0.000 0 161 RAPID SETTING CONCRETE (PATCH) CF 108.0000 83,700.00 0.000 0 162 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0000 19,814.00 0.000 0 163 REMOVE UNSOUND CONCRETE CF 82.0000 63,550.00 0.000 0 164 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 54,745.50 0.000 0 165 FURNISH POLYESTER CONCRETE OVERLAY CF 71.8500 545,988.15 0.000 0 166 PLACE POLYESTER CONCRETE OVERLAY SQFT 4.0500 349,899.75 0.000 0 (F) 167 HIGH FRICTION SURFACE TREATMENT SQYD 59.9500 153,831.70 0.000 0 (F) (BRIDGE) 168 CORE CONCRETE (6") LF 753.9000 18,847.50 0.000 0 169 CORE CONCRETE (18") LF 2,513.0000 22,617.00 0.000 0 170 ACCESS OPENING, SOFFIT EA 2,513.0000 35,182.00 0.000 0 171 BRIDGE REMOVAL LS 301,560.0000 301,560.00 0.000 0 172 BRIDGE REMOVAL (PORTION), LOCATION A LS 226,170.0000 226,170.00 0.500 113,085 173 BRIDGE REMOVAL (PORTION), LOCATION B LS 226,170.0000 226,170.00 0.000 0 174 BRIDGE REMOVAL (PORTION), LOCATION C LS 150,780.0000 150,780.00 0.000 0 175 BRIDGE REMOVAL (PORTION), LOCATION D LS 25,130.0000 25,130.00 0.000 0 176 BRIDGE REMOVAL (PORTION), LOCATION E LS 25,130.0000 25,130.00 0.000 0 177 BRIDGE REMOVAL (PORTION), LOCATION F LS 25,130.0000 25,130.00 0.000 0 178 BRIDGE REMOVAL (PORTION), LOCATION G LS 25,130.0000 25,130.00 0.000 0 179 BRIDGE REMOVAL (PORTION), LOCATION H LS 175,910.0000 175,910.00 0.000 0 180 PUMPING PLANT METAL WORK (REMOVAL) LB 20.2400 5,161.20 0.000 0 (LOCATION 1) 181 PUMPING PLANT METAL WORK (REMOVAL) LB 20.2400 10,828.40 0.000 0 (LOCATION 2) 182 PUMPING PLANT METAL WORK (REMOVAL) LB 10.1200 425.04 0.000 0 (LOCATION 3) 183 PUMPING PLANT METAL WORK (REMOVAL) LB 20.2400 6,092.24 0.000 0 (LOCATION 4) 184 PUMPING PLANT REMOVAL (PORTION) LS 10,118.1500 10,118.15 0.000 0 PROGRAM CAS145 PAGE 8 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 SALVAGE PUMPING PLANT EQUIPMENT LS 60,922.0800 60,922.08 0.000 0 186 MISCELLANEOUS METAL (PIPE SHEAR KEY) LB 30.1600 22,016.80 0.000 0 (F) 187 12" REINFORCED CONCRETE PIPE LF 142.0000 9,940.00 0.000 0 188 18" REINFORCED CONCRETE PIPE LF 168.0000 705,600.00 57.000 9,576 189 24" REINFORCED CONCRETE PIPE LF 184.0000 51,520.00 0.000 0 190 30" REINFORCED CONCRETE PIPE LF 147.0000 33,810.00 0.000 0 191 36" REINFORCED CONCRETE PIPE LF 183.0000 104,310.00 0.000 0 192 12" CORRUGATED STEEL PIPE (.079" THICK) LF 96.0000 9,504.00 0.000 0 193 18" CORRUGATED STEEL PIPE (.109" THICK) LF 173.0000 19,030.00 101.000 17,473 194 18" SLOTTED CORRUGATED STEEL PIPE LF 143.0000 1,244,100.00 0.000 0 (.079" THICK) 195 8" PERFORATED STEEL PIPE UNDERDRAIN LF 90.0000 12,330.00 0.000 0 (.064" THICK) 196 CLASS 1 PERMEABLE MATERIAL (TYPE B) CY 500.0000 1,200.00 0.000 0 197 8" CORRUGATED STEEL PIPE DOWNDRAIN LF 90.0000 23,220.00 0.000 0 (.064" THICK) 198 ANCHOR ASSEMBLY EA 341.0000 3,751.00 3.000 1,023 199 DRAINAGE INLET MARKER EA 126.2500 252.50 0.000 0 200 GRATED LINE DRAIN LF 200.0000 1,040,000.00 0.000 0 201 10" WELDED STEEL PIPE CASING (BRIDGE) LF 402.0800 47,043.36 0.000 0 202 12" STEEL FLARED END SECTION EA 263.0000 263.00 0.000 0 203 18" STEEL FLARED END SECTION EA 500.0000 500.00 1.000 500 204 18" CONCRETE FLARED END SECTION EA 1,320.0000 7,920.00 0.000 0 205 24" CONCRETE FLARED END SECTION EA 1,210.0000 2,420.00 0.000 0 206 30" CONCRETE FLARED END SECTION EA 1,450.0000 2,900.00 0.000 0 207 36" CONCRETE FLARED END SECTION EA 1,650.0000 6,600.00 0.000 0 208 ABANDON CULVERT (LF) LF 83.0000 49,800.00 180.000 14,940 209 REMOVE GRATED LINE DRAIN LF 45.0000 207,000.00 157.000 7,065 210 REMOVE CULVERT (LF) LF 37.0000 77,700.00 400.800 14,829 211 REMOVE SLOTTED CORRUGATED STEEL PIPE LF 66.0000 309,540.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 REMOVE INLET EA 845.0000 73,515.00 7.000 5,915 213 REMOVE FLARED END SECTION (EA) EA 575.0000 7,475.00 0.000 0 214 ADJUST INLET EA 3,600.0000 172,800.00 3.000 10,800 215 MODIFY INLET EA 3,900.0000 89,700.00 0.000 0 216 CAP INLET EA 3,700.0000 3,700.00 0.000 0 217 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 218 REMOVE SLOPE PAVING (SQYD) SQYD 75.3900 112,858.83 0.000 0 219 SLOPE PAVING (CONCRETE) CY 615.0000 510,450.00 0.000 0 220 ROCK SLOPE PROTECTION CY 201.0000 28,140.00 13.330 2,679 (20 LB, CLASS I, METHOD B) (CY) 221 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 31.0000 12,090.00 35.000 1,085 222 MINOR CONCRETE (GUTTER) (LF) LF 35.1800 32,330.42 0.000 0 223 DETECTABLE WARNING SURFACE SQFT 47.0000 44,180.00 0.000 0 224 MINOR CONCRETE (MISCELLANEOUS CY 780.0000 2,059,200.00 34.600 26,988 CONSTRUCTION) 225 MINOR CONCRETE (TEXTURED PAVING) CY 885.0000 1,566,450.00 79.740 70,569 226 REMOVE CONCRETE CURB (LF) LF 3.5000 74,900.00 0.000 0 227 REMOVE CONCRETE SIDEWALK (LF) LF 3.8000 35,986.00 164.000 623 228 PRE/POST CONSTRUCTION SURVEYS EA 1,200.0000 28,800.00 0.000 0 229 DRAINAGE PUMPING EQUIPMENT LS 505,907.7100 505,907.71 0.000 0 230 PUMPING PLANT ELECTRICAL EQUIPMENT LS 2,062,637.5100 2,062,637.51 0.000 0 231 MISCELLANEOUS IRON AND STEEL LB 2.3000 122,592.30 0.000 0 (F) 232 MISCELLANEOUS METAL (BRIDGE) LB 15.0800 17,221.36 0.000 0 (F) 233 BRIDGE DECK DRAINAGE SYSTEM LB 15.0800 128,315.72 0.000 0 (F) 234 PUMPING PLANT METAL WORK (LOCATION 1) LB 50.5900 12,900.45 0.000 0 (F) 235 PUMPING PLANT METAL WORK (LOCATION 2) LB 50.5900 27,065.65 0.000 0 (F) 236 PUMPING PLANT METAL WORK (LOCATION 3) LB 35.4100 1,487.22 0.000 0 (F) 237 PUMPING PLANT METAL WORK (LOCATION 4) LB 50.5900 15,227.59 0.000 0 (F) 238 REMOVE CITY MANHOLE EA 4,600.0000 4,600.00 1.000 4,600 PROGRAM CAS145 PAGE 10 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 REMOVE 24" STORM DRAIN LF 81.0000 1,215.00 16.000 1,296 240 REMOVE 60" STORM DRAIN LF 120.0000 13,200.00 118.000 14,160 241 60" CITY STORM DRAIN LF 1,350.0000 162,000.00 136.000 183,600 242 CITY MANHOLE EA 8,400.0000 16,800.00 2.000 16,800 243 FENCE (TYPE WM, METAL POST) LF 15.8500 12,521.50 0.000 0 244 CHAIN LINK FENCE (TYPE CL-6) LF 19.1700 17,253.00 0.000 0 245 16' CHAIN LINK GATE (TYPE CL-6) EA 2,732.0000 5,464.00 0.000 0 246 REMOVE FENCE (TYPE WM) LF 6.0000 4,380.00 728.000 4,368 247 REMOVE CHAIN LINK FENCE LF 7.0000 6,930.00 0.000 0 248 REMOVE GATE EA 500.0000 1,500.00 0.000 0 249 RECONSTRUCT FENCE LF 91.8800 12,863.20 0.000 0 250 CONCRETE BARRIER DELINEATOR (16-INCH) EA 40.4000 202.00 0.000 0 251 DELINEATOR (CLASS 1) EA 40.4000 3,918.80 0.000 0 252 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 55.5500 722.15 0.000 0 253 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0400 67,508.40 0.000 0 254 CONCRETE BARRIER MARKER (NON-IMPACTABLE) EA 20.2000 24,846.00 0.000 0 255 MILEPOST MARKER EA 40.4000 2,545.20 0.000 0 256 OBJECT MARKER (TYPE K-1) EA 40.4000 484.80 0.000 0 257 OBJECT MARKER (TYPE L-1) EA 40.4000 40.40 0.000 0 258 REMOVE ROADSIDE SIGN EA 50.5000 11,968.50 0.000 0 259 RESET ROADSIDE SIGN EA 378.7500 34,845.00 0.000 0 260 RELOCATE ROADSIDE SIGN EA 404.0000 6,060.00 0.000 0 261 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 26.5100 4,241.60 0.000 0 262 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 23.9400 270,522.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 263 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.6100 6,472.10 0.000 0 (0.063"-UNFRAMED) 264 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0800 7,433.60 0.000 0 (0.063"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) PROGRAM CAS145 PAGE 11 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 265 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.1100 1,888.70 0.000 0 (0.080"-UNFRAMED) 266 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.6900 8,950.70 0.000 0 (0.080"-UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 267 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.5000 26,350.00 0.000 0 (0.063"-FRAMED) 268 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.4200 4,471.20 0.000 0 (0.080"-FRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 269 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.1500 12,920.00 0.000 0 (0.080"-FRAMED) 270 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 23.9200 3,588.00 0.000 0 FOR RETROREFLECTIVE SHEETING (TYPE XI) 271 RETROREFLECTIVE SHEETING (TYPE XI) SQFT 3.7900 52,302.00 0.000 0 272 ROADSIDE SIGN (BARRIER MOUNTED) EA 2,979.5000 134,077.50 0.000 0 273 ROADSIDE SIGN - ONE POST EA 227.2500 43,632.00 0.000 0 274 ROADSIDE SIGN - TWO POST EA 691.8500 10,377.75 0.000 0 275 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 126.2500 8,458.75 0.000 0 METHOD) 276 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 11.0000 11,000.00 0.000 0 277 MIDWEST GUARDRAIL SYSTEM LF 31.3100 184,729.00 362.500 11,349 278 VEGETATION CONTROL (MINOR CONCRETE) SQYD 171.1700 51,351.00 0.000 0 279 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 82.1300 488,673.50 0.000 0 280 REMOVE VEGETATION CONTROL (MINOR SQYD 27.2600 27,260.00 900.500 24,547 CONCRETE) 281 DECORATIVE RAILING (BRIDGE) LF 753.9000 1,835,746.50 0.000 0 (F) 282 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 283 DOUBLE THRIE BEAM BARRIER (STEEL POST) LF 55.2500 320,450.00 0.000 0 284 CABLE RAILING LF 25.1300 23,094.47 0.000 0 (F) 285 TRANSITION RAILING (TYPE DTB) EA 4,141.0000 4,141.00 0.000 0 286 TRANSITION RAILING (TYPE WB-31) EA 4,141.0000 70,397.00 3.000 12,423 287 END CAP (TYPE A) EA 151.5000 151.50 0.000 0 288 END CAP (TYPE TC) EA 202.0000 3,636.00 3.000 606 289 END ANCHOR ASSEMBLY (TYPE SFT) EA 858.5000 30,047.50 1.000 858 290 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,333.0000 163,317.00 2.000 6,666 PROGRAM CAS145 PAGE 12 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 291 SEVERE DUTY CRASH CUSHION (SCI 100 GM) EA 37,716.9400 565,754.10 0.000 0 292 CONCRETE BARRIER (TYPE 60M) LF 85.6400 90,778.40 0.000 0 293 CONCRETE BARRIER (TYPE 60MA) LF 65.4900 73,348.80 0.000 0 294 CONCRETE BARRIER (TYPE 60MC) LF 80.6000 1,636,180.00 0.000 0 295 CONCRETE BARRIER (TYPE 60MD) LF 110.8300 101,520.28 0.000 0 296 CONCRETE BARRIER (TYPE 60MF) LF 358.4200 46,594.60 0.000 0 297 CONCRETE BARRIER (TYPE 60MG) LF 74.5600 1,543,392.00 0.000 0 298 CONCRETE BARRIER (TYPE 60MGA) LF 90.6800 113,894.08 0.000 0 299 CONCRETE BARRIER (TYPE 60MGC) LF 77.5800 1,667,970.00 0.000 0 300 CONCRETE BARRIER (TYPE 60MGF) LF 316.9100 1,112,354.10 0.000 0 301 CONCRETE BARRIER (TYPE 60MP) LF 426.1700 5,114.04 0.000 0 302 CONCRETE BARRIER (TYPE 60M MODIFIED) LF 138.2700 1,068,827.10 2,572.000 355,630 303 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 304 CONCRETE BARRIER (TYPE 60MGA MODIFIED) LF 85.6400 52,839.88 0.000 0 305 CONCRETE BARRIER (TYPE 60MGF MODIFIED) LF 327.4400 8,186.00 0.000 0 306 CONCRETE BARRIER (TYPE 842A) LF 119.3400 201,684.60 0.000 0 307 CONCRETE BARRIER TRANSITION LF 218.7000 4,374.00 0.000 0 (F) 308 CONCRETE BARRIER (TYPE 842) LF 118.4300 312,773.63 0.000 0 (F) 309 CONCRETE BARRIER (TYPE 842 MODIFIED) LF 114.7500 156,978.00 0.000 0 (F) 310 CONCRETE BARRIER (TYPE 842SV MODIFIED) LF 307.0000 1,161,995.00 0.000 0 (F) 311 REMOVE GUARDRAIL LF 7.5800 162,970.00 6,612.500 50,122 312 REMOVE CONCRETE BARRIER LF 14.7900 755,769.00 4,085.000 60,417 313 REMOVE CRASH CUSHION EA 3,030.0000 18,180.00 1.000 3,030 314 THERMOPLASTIC PAVEMENT MARKING SQFT 5.5500 88,245.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 315 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 585.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 6-1) 316 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 10,005.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 17-7) PROGRAM CAS145 PAGE 13 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 317 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 195,500.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) (BROKEN 36-12) 318 6" PERMANENT TAPE TRAFFIC STRIPE LF 3.5300 66,011.00 0.000 0 319 8" PERMANENT TAPE TRAFFIC STRIPE LF 5.0500 2,727.00 0.000 0 320 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.7100 230,750.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 321 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8600 62,952.00 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 322 REMOVE PAINTED TRAFFIC STRIPE LF 0.4500 145,800.00 0.000 0 323 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0200 848.40 0.000 0 324 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6100 199,165.00 34,582.000 21,095 325 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5200 1,234.80 0.000 0 326 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 407,972.9200 407,972.92 0.132 53,852 SYSTEM ELEMENTS DURING CONSTRUCTION 327 CHANGEABLE MESSAGE SIGN SYSTEM LS 91,793.9100 91,793.91 0.000 0 328 INTERCONNECTION CONDUIT AND CABLE (LS) LS 3,100,594.1600 3,100,594.16 0.198 613,917.64 0.329 1,020,095 329 MODIFYING EXISTING ELECTRICAL SYSTEM LS 6,558,164.6200 6,558,164.62 0.001 6,558.16 0.040 262,326 330 LOCATING AND MAPPING UNDERGROUND LS 103,000.0000 103,000.00 0.000 0 FACILITIES 331 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 332 STRUCTURE BACKFILL (SLURRY CEMENT) CY 200.0000 38,000.00 0.000 0 333 PREPAVING INERTIAL PROFILER LS 2,500.0100 2,500.01 0.000 0 334 PREPAVING GRINDING DAY EA 13,023.5800 312,565.92 0.000 0 335 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 336 ADDITIVE WORK LS 9,993,300.0000 9,993,300.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 12/05/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-0H10U4 TIME 03:07 PM ESTIMATE NO. 005 BID OPENING 03/20/19 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/19 R.E. NAME: BEYENE, GIRMAY DATE OF THIS ESTIMATE 12/05/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 620,475.80 13,421,668.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 215,843.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 620,475.80 13,637,511.69 337 MOBILIZATION LS 30,000,000.0000 30,000,000.00 0.500 15,000,000 ORIGINAL CONTRACT AMOUNT 274,852,000.00 TOTAL WORK COMPLETED 620,475.80 28,637,511.69 MATERIALS ON HAND ON SITE 146,701.00 DEDUCTIONS 0.00 -1,270,400.00 TOTAL 620,475.80 27,513,812.69 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 337 MOBILIZATION 27,485,200.00 30,000,000.00 2,514,800.00 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 05/31/19 440 07/29/19 07/29/19 06/07/21 55 22 0 0 10% 13% PROGRESS IS SATISFACTORY *** SUSPENDED ON 10/16/19. BEYENE, GIRMAY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/05/19