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 12/26/17 EST. NO. 001 TIME 02:41 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 12/26/17 EST. NO. 001 TIME 02:41 PM R.E. NAME: SHAHIDI, SHAINE 08-347704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 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 0.000 0 002 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 0.000 0 004 DEVELOP WATER SUPPLY LS 7,305,327.0000 7,305,327.00 0.000 0 005 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 0.000 0 020 PREPARE STORM WATER POLLUTION PREVENTION LS 7,000.0000 7,000.00 0.000 0 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 025 TEMPORARY CONSTRUCTION ENTRANCE EA 12,986.0000 142,846.00 0.000 0 026 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 7.000 7,345.10 7.000 7,345 031 CLEARING AND GRUBBING (LS) LS 109,417.0000 109,417.00 0.000 0 032 DUST PALLIATIVE LS 584,645.0000 584,645.00 0.000 0 033 ROADWAY EXCAVATION CY 6.9400 6,483,341.06 0.000 0 034 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 147 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 1,558.000 8,927.34 1,558.000 8,927 152 DESERT TORTOISE FENCE LF 4.9800 582,435.90 0.000 0 153 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 12/26/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:41 PM ESTIMATE NO. 001 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 12/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 12/26/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 16,272.44 16,272.44 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 16,272.44 16,272.44 206 MOBILIZATION LS 15,624,196.0000 15,624,196.00 0.000 0 ORIGINAL CONTRACT AMOUNT 165,245,382.34 TOTAL WORK COMPLETED 16,272.44 16,272.44 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 16,272.44 16,272.44 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 0 0 0 0 0% 0% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER PROGRAM CAS145 DATE 12/26/17