PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/27/18 EST. NO. 003 TIME 09:29 AM 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 02/27/18 EST. NO. 003 TIME 09:29 AM 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 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 0.250 1,325.00 0.250 1,325 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,000.0000 3,000.00 0.000 0 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,175.9200 7,981,042.96 20.000 283,518.40 25.000 354,398 004 DEVELOP WATER SUPPLY LS 7,305,327.0000 7,305,327.00 0.400 2,922,130.80 0.400 2,922,130 005 DEVELOP ALTERNATIVE WATER SUPPLY LS 3,400,000.0000 3,400,000.00 0.000 0 006 CONSTRUCTION AREA SIGNS LS 60,190.0000 60,190.00 0.000 0 007 TRAFFIC CONTROL SYSTEM LS 1,135,183.0000 1,135,183.00 0.000 0 008 FLASHING ARROW SIGN EA 1,837.0000 12,859.00 0.000 0 009 TYPE III BARRICADE EA 90.0300 5,401.80 0.000 0 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.3100 5,267.52 0.000 0 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0600 171,561.00 0.000 0 012 CHANNELIZER (SURFACE MOUNTED) EA 40.5100 30,787.60 0.000 0 013 TEMPORARY PAVEMENT MARKER EA 3.4400 12,084.72 0.000 0 014 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 0.000 0 016 TEMPORARY RAILING (TYPE K) LF 11.4800 287,459.20 0.000 0 017 TEMPORARY CRASH CUSHION MODULE EA 404.4200 67,942.56 0.000 0 018 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 0.037 12,646 020 PREPARE STORM WATER POLLUTION PREVENTION LS 7,000.0000 7,000.00 0.750 5,250.00 0.750 5,250 PLAN 021 STORM WATER ANNUAL REPORT EA 2,098.6600 6,295.98 0.000 0 022 TEMPORARY COVER SQYD 19.4400 321,848.64 0.000 0 PROGRAM CAS145 PAGE 2 DATE 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 529,840.00 544.000 1,947.52 544.000 1,947 025 TEMPORARY CONSTRUCTION ENTRANCE EA 12,986.0000 142,846.00 1.000 12,986.00 2.000 25,972 026 STREET SWEEPING LS 241,444.0000 241,444.00 0.000 0 027 TEMPORARY CONCRETE WASHOUT LS 53,514.0000 53,514.00 0.000 0 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1400 50,080.28 0.000 0 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 131,162.50 124.000 130,113.20 143.000 150,049 031 CLEARING AND GRUBBING (LS) LS 109,417.0000 109,417.00 0.350 38,295.95 0.350 38,295 032 DUST PALLIATIVE LS 584,645.0000 584,645.00 0.000 0 033 ROADWAY EXCAVATION CY 6.9400 6,483,341.06 24,472.000 169,835.68 24,472.000 169,835 034 STRUCTURE EXCAVATION (BRIDGE) CY 29.4600 317,549.34 0.000 0 (F) 035 STRUCTURE EXCAVATION (CULVERT) CY 14.0600 54,960.54 0.000 0 (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 0.000 0 (F) 038 STRUCTURE BACKFILL (BRIDGE) CY 27.2700 287,643.96 0.000 0 (F) 039 STRUCTURE BACKFILL (CULVERT) CY 56.1900 437,720.10 0.000 0 (F) 040 IMPORTED BORROW (CY) CY 11.3400 23,071,252.68 0.000 0 041 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 0.000 0 048 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 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 063 CLASS 2 AGGREGATE BASE (CY) CY 88.5700 3,319,515.03 0.000 0 064 LEAN CONCRETE BASE CY 111.1800 7,736,905.02 0.000 0 065 BASE BOND BREAKER SQYD 1.5200 634,785.44 0.000 0 066 PRIME COAT TON 1,344.7000 254,148.30 0.000 0 067 HOT MIX ASPHALT (TYPE A) TON 115.1300 8,076,024.11 0.000 0 068 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 0.000 0 071 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1700 32,204.91 0.000 0 072 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 0.000 0 074 JOINT SEAL (PREFORMED COMPRESSION) LF 4.9800 2,013,414.00 0.000 0 075 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 0.000 0 (F) LOCATION B PROGRAM CAS145 PAGE 4 DATE 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) LOCATION D 079 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 119.2900 355,722.78 0.000 0 080 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,462.0000 701,760.00 0.000 0 081 108" CAST-IN-DRILLED-HOLE CONCRETE LF 1,619.2900 378,913.86 0.000 0 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 0.000 0 084 PRESTRESSING PRECAST GIRDER LS 619,505.0400 619,505.04 0.000 0 085 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 481.3600 216,612.00 0.000 0 (F) (58 OH) 086 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 465.5200 770,435.60 0.000 0 (F) 087 STRUCTURAL CONCRETE, BRIDGE (58 OH) CY 1,063.9500 2,950,333.35 0.000 0 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 1,060.9400 2,182,353.58 0.000 0 (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 0.000 0 (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 0.000 0 CULVERT 097 10'X 5' PRECAST REINFORCED CONCRETE LF 782.7700 1,308,008.67 0.000 0 (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 0.000 0 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 0.000 0 (F) (JOSHUA TREE - MOTIF) 102 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,172.1200 1,175,163.60 0.000 0 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 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 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 0.000 0 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 0.000 0 (F) GIRDER (58 OH) 110 PTFE BEARING EA 7,696.3600 615,708.80 0.000 0 111 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 0.000 0 (F) 117 BAR REINFORCED STEEL (BRIDGE) (58 OH) LB 0.9500 3,349,333.30 0.000 0 (F) 118 BAR REINFORCED STEEL (HEADWALL AND LB 1.1100 147,446.85 0.000 0 (F) WINGWALL) 119 HEADED BAR REINFORCEMENT EA 62.2800 2,989.44 0.000 0 (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 0.000 0 124 24" CORRUGATED STEEL PIPE (.138" THICK) LF 85.6100 308,538.44 0.000 0 125 48" CORRUGATED STEEL PIPE (.138" THICK) LF 176.6600 291,135.68 0.000 0 126 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 0.000 0 PROGRAM CAS145 PAGE 6 DATE 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 132 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 0.000 0 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 4,570.000 16,954.70 4,570.000 16,954 147 CHAIN LINK FENCE (TYPE CL-6) LF 17.9800 206,536.26 0.000 0 148 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 0.000 0 151 TEMPORARY DESERT TORTOISE FENCE LF 5.7300 63,259.20 1,768.000 10,130 152 DESERT TORTOISE FENCE LF 4.9800 582,435.90 39,640.000 197,407.20 44,385.000 221,037 153 REMOVE PAVEMENT MARKER EA 2.1300 2,008.59 0.000 0 154 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 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 196 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6100 478.17 0.000 0 197 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 0.000 0 202 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 02/27/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 09:29 AM ESTIMATE NO. 003 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 02/16/18 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 02/27/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,792,410.53 3,929,973.57 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,792,410.53 3,929,973.57 206 MOBILIZATION LS 15,624,196.0000 15,624,196.00 0.000 0 ORIGINAL CONTRACT AMOUNT 165,245,382.34 TOTAL WORK COMPLETED 3,792,410.53 3,929,973.57 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 3,782,410.53 3,919,973.57 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 04/16/20 26 0 0 0 2% 5% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER PROGRAM CAS145 DATE 02/27/18