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 11/21/18 EST. NO. 012 TIME 01:04 PM R.E. NAME: SHAHIDI, SHAINE 08-347704 --------------------------------------------------------------------------- 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 11/21/18 EST. NO. 012 TIME 01:04 PM R.E. NAME: SHAHIDI, SHAINE 08-347704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQ CPR'S -10,000.00 003 DELINQ CPR -10,000.00 008 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -20,000.00 PROGRAM CAS145 PAGE 1 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 LOCATION PROGRESS ESTIMATE 08-SBD-58-R0.0/R12.9 ----------------- KIEWIT INFRASTRUCTURE WEST CO. ALSO KER-58-R143.5/R143.9; FR 0.4 2215 E 1ST STREET MI W/O KERN CO LINE TO 7.5 MI E OF VANCOUVER WA 98661 JCT 395 (KRAMER) FED. AID NO. NH- ( ) CONSTRUCT 4-LANE DIVIDED EXPWY; ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,300.0000 5,300.00 1.000 5,300 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.041 123.00 0.369 1,107 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,175.9200 7,981,042.96 18.000 255,166.56 213.000 3,019,470 004 DEVELOP WATER SUPPLY LS 7,305,327.0000 7,305,327.00 0.037 270,297.10 0.896 6,545,572 005 DEVELOP ALTERNATIVE WATER SUPPLY LS 3,400,000.0000 3,400,000.00 0.227 771,800 006 CONSTRUCTION AREA SIGNS LS 60,190.0000 60,190.00 0.500 30,095 007 TRAFFIC CONTROL SYSTEM LS 1,135,183.0000 1,135,183.00 0.047 53,353.60 0.288 326,932 008 FLASHING ARROW SIGN EA 1,837.0000 12,859.00 1.000 1,837 009 TYPE III BARRICADE EA 90.0300 5,401.80 2.000 180.06 25.000 2,250 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.3100 5,267.52 276.000 1,465 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0600 171,561.00 19,593.000 20,768 012 CHANNELIZER (SURFACE MOUNTED) EA 40.5100 30,787.60 150.000 6,076 013 TEMPORARY PAVEMENT MARKER EA 3.4400 12,084.72 503.000 1,730 014 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.4900 7,219.92 0.000 0 FOR CONSTRUCTION AREA SIGN 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 32,184.1200 257,472.96 5.000 160,920 016 TEMPORARY RAILING (TYPE K) LF 11.4800 287,459.20 7,280.000 83,574 017 TEMPORARY CRASH CUSHION MODULE EA 404.4200 67,942.56 28.000 11,323 018 TEMPORARY CRASH CUSHION EA 6,732.0000 6,732.00 0.000 0 019 JOB SITE MANAGEMENT LS 341,786.0000 341,786.00 0.037 12,646.08 0.370 126,460 020 PREPARE STORM WATER POLLUTION PREVENTION LS 7,000.0000 7,000.00 0.750 5,250 PLAN 021 STORM WATER ANNUAL REPORT EA 2,098.6600 6,295.98 1.000 2,098 022 TEMPORARY COVER SQYD 19.4400 321,848.64 241.700 4,698.65 241.700 4,698 PROGRAM CAS145 PAGE 2 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,200.00 0.000 0 024 TEMPORARY FIBER ROLL LF 3.5800 529,840.00 500.000 1,790.00 8,685.000 31,092 025 TEMPORARY CONSTRUCTION ENTRANCE EA 12,986.0000 142,846.00 2.000 25,972.00 10.000 129,860 026 STREET SWEEPING LS 241,444.0000 241,444.00 0.041 9,899.20 0.369 89,092 027 TEMPORARY CONCRETE WASHOUT LS 53,514.0000 53,514.00 0.041 2,194.07 0.328 17,552 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1400 50,080.28 18,887.000 40,418 STRIPE (HAZARDOUS WASTE) 029 TREATED WOOD WASTE LB 0.4300 5,418.00 0.000 0 030 CONTRACTOR-SUPPLIED BIOLOGIST (DAY) DAY 1,049.3000 131,162.50 231.000 242,388 031 CLEARING AND GRUBBING (LS) LS 109,417.0000 109,417.00 0.950 103,946 032 DUST PALLIATIVE LS 584,645.0000 584,645.00 0.041 23,970.45 0.328 191,763 033 ROADWAY EXCAVATION CY 6.9400 6,483,341.06 600,420.000 4,166,914 034 STRUCTURE EXCAVATION (BRIDGE) CY 29.4600 317,549.34 8,940.000 263,372 (F) 035 STRUCTURE EXCAVATION (CULVERT) CY 14.0600 54,960.54 703.000 9,884.18 3,272.000 46,004 (F) 036 STRUCTURE EXCAVATION CY 31.0600 2,174.20 0.000 0 (F) (ROCK SLOPE PROTECTION) 037 STRUCTURE BACKFILL (BRIDGE) (58 OH) CY 48.4600 142,714.70 205.000 9,934.30 1,678.000 81,315 (F) 038 STRUCTURE BACKFILL (BRIDGE) CY 27.2700 287,643.96 4,000.000 109,080 (F) 039 STRUCTURE BACKFILL (CULVERT) CY 56.1900 437,720.10 5,075.000 285,164 (F) 040 IMPORTED BORROW (CY) CY 11.3400 23,071,252.68 315,168.000 3,574,005.12 1,608,026.824 18,235,024 041 ROCK BLANKET SQFT 11.5200 405,285.12 0.000 0 042 "A" BOULDER 8'-0"LX 3'-0"W X 4'-0"H EA 4,175.0000 37,575.00 0.000 0 (MIN BOULDER SIZE) COLOR NO.3 043 "B" BOULDER 6'-0"L X 3'-0"W X 4'-0"H EA 2,397.1100 21,573.99 0.000 0 (MIN BOULDER SIZE) COLOR NO.3 044 "C" BOULDER 4'-0"L X 2'-6"W X 3'-0"H EA 841.0000 7,569.00 0.000 0 (MIN BOULDER SIZE) COLOR NO.3 045 "D" BOULDER 2'-0"L X 1'-6"W X 2'-0"H EA 252.0000 2,268.00 0.000 0 (MIN BOULDER SIZE) COLOR NO.3 046 CONCRETE MONUMENT SIGN EA 25,255.0000 50,510.00 0.000 0 047 TRANSPLANT TREE EA 3,713.0000 55,695.00 6.000 22,278 048 GRAVEL MULCH (3"-6") COLOR NO.1 SQFT 5.3800 198,419.78 0.000 0 049 GRAVEL MULCH (3"-6") COLOR NO.3 SQFT 3.7300 32,824.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 GRAVEL MULCH (3/4") COLOR NO.3 SQFT 3.1500 92,395.80 0.000 0 051 GRAVEL MULCH (1"-3") COLOR NO.1 SQFT 3.7500 674,996.25 0.000 0 052 GRAVEL MULCH (1"-3") COLOR NO.2 SQFT 3.7500 413,291.25 0.000 0 053 GRAVEL MULCH(6"-12") COLOR NO.3 SQFT 5.8600 51,568.00 0.000 0 054 3" SUPPLY LINE (BRIDGE) LF 62.2900 16,008.53 0.000 0 (F) 055 12" CORRUGATED HIGH DENSITY LF 120.5000 25,546.00 0.000 0 POLYETHYLENE PIPE CONDUIT 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,852.0000 11,704.00 0.000 0 057 DUFF ACRE 2,030.0000 156,310.00 0.000 0 058 FIBER ROLLS LF 2.7400 411,000.00 0.000 0 059 HYDROSEED SQFT 0.1100 1,809,636.51 0.000 0 060 COMPOST SQFT 0.0900 309,695.67 0.000 0 061 INCORPORATE MATERIALS SQFT 0.0300 103,231.89 0.000 0 062 CLASS 2 AGGREGATE SUBBASE CY 43.9700 7,107,222.86 19,133.800 841,313.19 75,560.800 3,322,408 063 CLASS 2 AGGREGATE BASE (CY) CY 88.5700 3,319,515.03 5,568.100 493,166 064 LEAN CONCRETE BASE CY 111.1800 7,736,905.02 12,440.500 1,383,134.79 29,855.000 3,319,278 065 BASE BOND BREAKER SQYD 1.5200 634,785.44 166,650.000 253,308.00 185,022.000 281,233 066 PRIME COAT TON 1,344.7000 254,148.30 12.000 16,136.40 12.000 16,136 067 HOT MIX ASPHALT (TYPE A) TON 115.1300 8,076,024.11 6,542.690 753,259.90 8,373.310 964,019 068 DATA CORE LS 13,700.0000 13,700.00 0.000 0 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2400 9,415.32 0.000 0 070 TACK COAT TON 816.8800 6,535.04 5.070 4,141.58 5.070 4,141 071 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1700 32,204.91 1,587.333 6,619 072 REMOVE SURFACING AC ONLY SQYD 2.3800 108,861.20 0.000 0 073 JOINTED PLAIN CONCRETE PAVEMENT CY 153.8300 24,440,818.06 26,949.100 4,145,580.05 44,797.100 6,891,137 074 JOINT SEAL (PREFORMED COMPRESSION) LF 4.9800 2,013,414.00 17,166.000 85,486.68 30,501.000 151,894 075 MECHANICALLY STABILIZED EMBANKMENT, SQFT 77.7000 214,141.20 0.000 0 (F) LOCATION A 076 MECHANICALLY STABILIZED EMBANKMENT, SQFT 77.7000 333,643.80 4,294.000 333,643 (F) LOCATION B PROGRAM CAS145 PAGE 4 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 MECHANICALLY STABILIZED EMBANKMENT, SQFT 77.7000 186,480.00 0.000 0 (F) LOCATION C 078 MECHANICALLY STABILIZED EMBANKMENT, SQFT 77.7000 350,815.50 2,143.000 166,511.10 4,515.000 350,815 (F) LOCATION D 079 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 119.2900 355,722.78 2,982.200 355,746 080 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,462.0000 701,760.00 480.000 701,760 081 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,619.2900 378,913.86 234.200 379,237 PILING 082 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,086.5300 108,653.00 0.000 0 PILE (SIGN FOUNDATION) 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,421.8000 50,421.80 0.500 25,210 084 PRESTRESSING PRECAST GIRDER LS 619,505.0400 619,505.04 0.100 61,950 085 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 481.3600 216,612.00 450.000 216,612 (F) (58 OH) 086 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 465.5200 770,435.60 1,413.000 657,779 (F) 087 STRUCTURAL CONCRETE, BRIDGE (58 OH) CY 1,063.9500 2,950,333.35 354.000 376,638.30 2,006.000 2,134,283 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 1,060.9400 2,182,353.58 520.000 551,688.80 720.000 763,876 (F) 089 STRUCTURAL CONCRETE, BRIDGE CY 896.2000 362,064.80 0.000 0 (F) (POLYMER FIBER) 090 STRUCTURAL CONCRETE, BRIDGE CY 850.8100 2,078,528.83 0.000 0 (F) (POLYMER FIBER) (58 OH) 091 STRUCTURAL CONCRETE, BARRIER SLAB CY 879.2600 312,137.30 0.000 0 (F) 092 STRUCTURAL CONCRETE, APPROACH SLAB CY 837.1000 256,152.60 0.000 0 (F) (TYPE N) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 844.4900 209,433.52 0.000 0 (F) (TYPE N)(58 OH) 094 STRUCTURAL CONCRETE, HEADWALL CY 1,270.5000 980,826.00 135.000 171,517.50 175.000 222,337 (F) AND WINGWALL 095 6'X4' PRECAST REINFORCED CONCRETE BOX LF 416.3500 300,604.70 0.000 0 CULVERT 096 8'X4' PRECAST REINFORCED CONCRETE BOX LF 526.9000 184,415.00 350.000 184,415 CULVERT 097 10'X 5' PRECAST REINFORCED CONCRETE LF 782.7700 1,308,008.67 1,338.000 1,047,346 (F) BOX CULVERT 098 12'X 9' PRECAST REINFORCED CONCRETE LF 1,070.5700 319,029.86 0.000 0 BOX CULVERT 099 12'X7' PRECAST REINFORCED CONCRETE BOX LF 988.4700 176,936.13 179.000 176,936 CULVERT 100 MINOR CONCRETE (MINOR STRUCTURE) CY 1,465.2900 83,521.53 0.000 0 (F) 101 ARCHITECTURAL TREATMENT SQFT 22.1700 332,084.43 3,361.000 74,513.37 5,617.000 124,528 (F) (JOSHUA TREE - MOTIF) 102 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,172.1200 1,175,163.60 20.000 783,442 BULB-TEE GIRDER (90'-100') 103 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,325.1900 423,251.90 0.000 0 BULB-TEE GIRDER (100'-110') PROGRAM CAS145 PAGE 5 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH PRECAST PRESTRESSED CONCRETE EA 45,792.8200 1,373,784.60 10.000 457,928 BULB-TEE GIRDER (110'-120') 105 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,487.7500 592,316.25 0.000 0 BULB-TEE GIRDER (120'-130') 106 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,325.1900 423,251.90 0.000 0 BULB-TEE GIRDER (70'-80') (MOD 1) 107 FURNISH PRECAST PRESTRESSED CONCRETE EA 56,850.0000 1,137,000.00 20.000 1,137,000 BULB-TEE GIRDER (110'-120') (MOD 2) 108 ERECT PRECAST PRESTRESSED CONCRETE EA 6,541.5600 98,123.40 0.000 0 (F) GIRDER 109 ERECT PRECAST PRESTRESSED CONCRETE EA 5,873.3400 587,334.00 50.000 293,667 (F) GIRDER (58 OH) 110 PTFE BEARING EA 7,696.3600 615,708.80 40.000 307,854 111 JOINT SEAL (MR 1 1/2") LF 106.6200 23,456.40 0.000 0 112 JOINT SEAL ASSEMBLY (MR 4") LF 362.0800 28,966.40 0.000 0 113 JOINT SEAL ASSEMBLY (MR 6") LF 941.6000 75,328.00 0.000 0 114 JOINT SEAL (MR 2") LF 362.0700 28,965.60 0.000 0 115 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,352.2200 108,177.60 0.000 0 116 BAR REINFORCING STEEL (BRIDGE) LB 1.1200 692,936.16 402,944.000 451,297 (F) 117 BAR REINFORCED STEEL (BRIDGE) (58 OH) LB 0.9500 3,349,333.30 20,131.000 19,124.45 1,583,366.000 1,504,197 (F) 118 BAR REINFORCED STEEL (HEADWALL AND LB 1.1100 147,446.85 7,239.000 8,035 (F) WINGWALL) 119 HEADED BAR REINFORCEMENT EA 62.2800 2,989.44 48.000 2,989 (F) 120 FURNISH SIGN STRUCTURE (TRUSS) LB 4.3100 384,452.00 0.000 0 (F) 121 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2100 18,732.00 0.000 0 (F) 122 12" CORRUGATED STEEL PIPE (.079" THICK) LF 68.7500 55,687.50 0.000 0 123 18" CORRUGATED STEEL PIPE (.109" THICK) LF 60.4900 20,627.09 89.000 5,383.61 341.000 20,627 124 24" CORRUGATED STEEL PIPE (.138" THICK) LF 85.6100 308,538.44 1,038.400 88,897.42 2,871.600 245,837 125 48" CORRUGATED STEEL PIPE (.138" THICK) LF 176.6600 291,135.68 730.000 128,961.80 1,144.700 202,222 126 54" CORRUGATED STEEL PIPE (.109" THICK) LF 492.2800 10,830.16 0.000 0 127 60" CORRUGATED STEEL PIPE (.138" THICK) LF 873.8900 9,612.79 0.000 0 128 REMOVE FLARED END SECTION EA 1,710.3000 3,420.60 0.000 0 129 12" STEEL FLARED END SECTION EA 406.0200 4,466.22 0.000 0 130 18" STEEL FLARED END SECTION EA 450.0000 2,700.00 2.000 900.00 6.000 2,700 PROGRAM CAS145 PAGE 6 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 24" STEEL FLARED END SECTION EA 503.6500 14,102.20 12.000 6,043.80 28.000 14,102 132 REMOVE BOX CULVERT CY 458.9000 38,088.70 0.000 0 133 ROCK SLOPE PROTECTION CY 119.6400 13,758.60 0.000 0 (F) (LIGHT, METHOD B) (CY) 134 ROCK SLOPE PROTECTION (1T, METHOD B) CY 119.6300 202,653.22 0.000 0 (F) 135 CONCRETE (CONCRETE APRON) CY 301.9400 85,147.08 0.000 0 136 SLOPE PAVING (CONCRETE) CY 712.5400 42,039.86 0.000 0 137 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5800 3,351.18 0.000 0 138 MINOR CONCRETE (CURB, SIDEWALK AND CY 837.4800 185,920.56 4.400 3,684.91 28.100 23,533 CURB RAMP) 139 MISCELLANEOUS IRON AND STEEL LB 2.0000 6,514.00 0.000 0 140 MISCELLANEOUS METAL (BRIDGE) LB 19.0200 1,426.50 0.000 0 (F) 141 MISCELLANEOUS METAL (BRIDGE) (58 OH) LB 25.3400 440,054.44 0.000 0 (F) 142 BRIDGE DECK DRAINAGE SYSTEM LB 6.3300 699,958.74 0.000 0 (F) 143 SURVEY MONUMENTS EA 1,480.0000 8,880.00 0.000 0 144 PREPARE AND STAIN CONCRETE SQFT 3.7000 55,422.30 0.000 0 145 PREPARE AND STAIN CONCRETE(CULVERT) SQFT 3.2700 53,984.43 0.000 0 146 FENCE (TYPE BW, METAL POST) LF 3.7100 362,741.54 77,781.000 288,567 147 CHAIN LINK FENCE (TYPE CL-6) LF 17.9800 206,536.26 2,620.000 47,107 148 CHAIN LINK FENCE (TYPE CL-8) LF 32.6900 15,070.09 0.000 0 149 6' CHAIN LINK GATE (TYPE CL-6) EA 1,634.3000 3,268.60 0.000 0 150 REMOVE FENCE LF 2.7300 72,937.41 19,373.000 52,888 151 TEMPORARY DESERT TORTOISE FENCE LF 5.7300 63,259.20 3,367.000 19,292 152 DESERT TORTOISE FENCE LF 4.9800 582,435.90 89,351.000 444,967 153 REMOVE PAVEMENT MARKER EA 2.1300 2,008.59 162.000 345 154 DELINEATOR (CLASS 2) EA 61.9100 52,809.23 0.000 0 155 GUARD RAILING DELINEATOR EA 21.1900 614.51 0.000 0 156 BLANK LS 0.0000 0.00 0.000 0 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4500 25,567.95 0.000 0 PROGRAM CAS145 PAGE 7 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 MILEPOST MARKER EA 91.0300 2,548.84 0.000 0 159 MARKER (CULVERT) EA 91.0300 5,552.83 0.000 0 160 OBJECT MARKER EA 130.1100 6,245.28 0.000 0 161 REMOVE ROADSIDE SIGN EA 136.5200 8,873.80 0.000 0 162 REMOVE ROADSIDE SIGN PANEL EA 218.3900 1,747.12 0.000 0 163 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.4900 23,592.00 0.000 0 FOR RETROREFLECTIVE SHEETING(TYPE XI) 164 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.5900 39,216.38 0.000 0 FOR RETROREFLECTIVE SHEETING(TYPE XI) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.7400 1,789.20 0.000 0 (0.063"-UNFRAMED) 166 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.1000 19,746.94 0.000 0 (0.080"-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3000 1,106.19 0.000 0 (0.125" -UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.7600 1,384.69 0.000 0 (0.080"-FRAMED) 169 ROADSIDE SIGN - ONE POST EA 382.2000 48,157.20 0.000 0 170 ROADSIDE SIGN - TWO POST EA 1,420.0000 18,460.00 0.000 0 171 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 330.00 0.000 0 METHOD) 172 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 491.4600 6,388.98 0.000 0 173 INSTALL ROADSIDE SIGN EA 6,797.6800 47,583.76 0.000 0 (LAMINATED WOOD BOX POST) 174 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.7300 14,062.29 0.000 0 175 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.4900 313,714.62 0.000 0 176 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.2300 435,838.44 0.000 0 177 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 83.8800 79,602.12 0.000 0 (F) 178 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 46.5700 29,106.25 0.000 0 (WOOD POST) 179 CABLE RAILING LF 31.8400 37,666.72 0.000 0 (F) 180 TRANSITION RAILING (TYPE WB-31) EA 3,690.0000 70,110.00 0.000 0 181 RAIL TENSIONING ASSEMBLY EA 899.5100 3,598.04 0.000 0 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 865.6800 10,388.16 0.000 0 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,730.5200 62,801.96 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CRASH CUSHION (TYPE CAT) EA 7,249.3600 28,997.44 0.000 0 185 CONCRETE BARRIER (TYPE 60) LF 399.9500 237,570.30 0.000 0 186 CONCRETE BARRIER (TYPE 736) LF 82.3500 290,201.40 0.000 0 (F) 187 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 85.5100 81,063.48 0.000 0 (F) 188 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 86.7000 60,429.90 0.000 0 (F) (MSE) 189 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 106.6300 118,039.41 0.000 0 (F) (395 SEPARATION) 190 THERMOPLASTIC PAVEMENT MARKING SQFT 4.2400 17,710.48 0.000 0 191 THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 1,828.50 0.000 0 (SPRAYABLE) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4300 196,580.52 0.000 0 193 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1900 560,312.69 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 194 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1100 18,580.66 0.000 0 (ENHANCED WET NIGHT VISIBILITY) 195 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 7,699.31 8,489.000 4,499 196 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6100 478.17 126.000 202 197 12" RUMBLE STRIP STA 31.9200 42,325.92 0.000 0 (ASPHALT CONCRETE PAVEMENT) 198 12" RUMBLE STRIP STA 205.1200 260,502.40 0.000 0 (CONCRETE PAVEMENT) 199 LIGHTING SYSTEM LS 481,260.0000 481,260.00 0.000 0 200 SIGNAL AND LIGHTING SYSTEM LS 641,736.0000 641,736.00 0.000 0 201 TRAFFIC MONITORING STATION SYSTEM LS 159,277.0000 159,277.00 0.150 23,891.55 0.150 23,891 202 CHANGEABLE MESSAGE SIGN SYSTEM LS 414,960.0000 414,960.00 0.000 0 203 WIRELESS VEHICLE DETECTION SYSTEM LS 104,130.0000 104,130.00 0.000 0 204 CLOSED CIRCUIT TELEVISION SYSTEM LS 62,270.0000 62,270.00 0.000 0 205 COMMUNICATION SYSTEM LS 269,460.0000 269,460.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 11/21/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 01:04 PM ESTIMATE NO. 012 BID OPENING 10/30/17 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 11/21/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,354,231.57 64,707,717.15 ADJUSTMENT OF COMPENSATION 0.00 208,760.23 EXTRA WORK 0.00 106,730.42 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 13,354,231.57 65,023,207.80 206 MOBILIZATION LS 15,624,196.0000 15,624,196.00 0.950 14,842,986 ORIGINAL CONTRACT AMOUNT 165,245,382.34 TOTAL WORK COMPLETED 13,354,231.57 79,866,194.00 MATERIALS ON HAND ON SITE 401,856.00 DEDUCTIONS 0.00 -20,000.00 TOTAL 13,354,231.57 80,248,050.00 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 11/17/17 563 00/00/00 01/10/18 11/20/18 215 2 0 0 48% 38% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER PROGRAM CAS145 DATE 11/21/18