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 10/22/19 EST. NO. 023 TIME 02:35 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 --------------------------------------------------------------------------- 002 0010 23,674.48 A.C. @ U.P.(+) 101719 N 10 0 23,674.48 TOTAL THIS ESTIMATE 756,191.46 TOTAL PREVIOUS ESTIMATE 779,865.94 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 10/22/19 EST. NO. 023 TIME 02:35 PM R.E. NAME: SHAHIDI, SHAINE 08-347704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE JPCP AGG NONCOMPLIAN -2,100.00 013 300CY JPCP CV OUT -1,050.00 020 FHWA 1391 -10,000.00 022 0.00 -13,150.00 LABOR COMPLIANCE VIOLATION DELINQ CPR'S -10,000.00 003 DELINQ CPR -10,000.00 008 MISSING DOCS AND CPR -10,000.00 014 DELINQ CPR'S 10,000.00 015 DELINQ CPR 10,000.00 019 MISSING DOCS/CPR 10,000.00 020 DELINQ/INADEQ CPR -10,000.00 021 FHWA 1391 -10,000.00 021 DELINQ/INADEQ CPR -10,000.00 022 FHWA 1391 10,000.00 022 DELINQ/INADEQ CPR -10,000.00 023 -10,000.00 -30,000.00 TOTAL DEDUCTIONS -10,000.00 -43,150.00 PROGRAM CAS145 PAGE 1 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 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 0.820 2,460 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,175.9200 7,981,042.96 19.000 269,342.48 420.000 5,953,886 004 DEVELOP WATER SUPPLY LS 7,305,327.0000 7,305,327.00 1.000 7,305,327 005 DEVELOP ALTERNATIVE WATER SUPPLY LS 3,400,000.0000 3,400,000.00 0.008 27,200.00 0.417 1,417,800 006 CONSTRUCTION AREA SIGNS LS 60,190.0000 60,190.00 0.650 39,123 007 TRAFFIC CONTROL SYSTEM LS 1,135,183.0000 1,135,183.00 0.047 53,353.60 0.805 913,822 008 FLASHING ARROW SIGN EA 1,837.0000 12,859.00 7.000 12,859 009 TYPE III BARRICADE EA 90.0300 5,401.80 60.000 5,401 010 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 5.3100 5,267.52 598.000 3,175.38 1,417.000 7,524 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0600 171,561.00 45,414.000 48,138.84 188,856.000 200,187 012 CHANNELIZER (SURFACE MOUNTED) EA 40.5100 30,787.60 402.000 16,285 013 TEMPORARY PAVEMENT MARKER EA 3.4400 12,084.72 611.000 2,101.84 3,833.000 13,185 014 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.4900 7,219.92 1,045.200 4,692 FOR CONSTRUCTION AREA SIGN 015 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 32,184.1200 257,472.96 8.000 257,472 016 TEMPORARY RAILING (TYPE K) LF 11.4800 287,459.20 19,140.000 219,727 017 TEMPORARY CRASH CUSHION MODULE EA 404.4200 67,942.56 129.000 52,170 018 TEMPORARY CRASH CUSHION EA 6,732.0000 6,732.00 1.000 6,732 019 JOB SITE MANAGEMENT LS 341,786.0000 341,786.00 0.037 12,646.08 0.777 265,567 020 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 2.000 4,197 022 TEMPORARY COVER SQYD 19.4400 321,848.64 16,556.000 321,848 PROGRAM CAS145 PAGE 2 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 800.00 15.000 3,000 024 TEMPORARY FIBER ROLL LF 3.5800 529,840.00 47,360.000 169,548 025 TEMPORARY CONSTRUCTION ENTRANCE EA 12,986.0000 142,846.00 13.000 168,818 026 STREET SWEEPING LS 241,444.0000 241,444.00 0.035 8,450.54 0.860 207,641 027 TEMPORARY CONCRETE WASHOUT LS 53,514.0000 53,514.00 0.044 2,354.62 0.914 48,911 028 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 2.1400 50,080.28 21,553.000 46,123 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 1.000 109,417 032 DUST PALLIATIVE LS 584,645.0000 584,645.00 0.035 20,462.58 0.860 502,794 033 ROADWAY EXCAVATION CY 6.9400 6,483,341.06 710,406.510 4,930,221 034 STRUCTURE EXCAVATION (BRIDGE) CY 29.4600 317,549.34 10,779.000 317,549 (F) 035 STRUCTURE EXCAVATION (CULVERT) CY 14.0600 54,960.54 3,909.000 54,960 (F) 036 STRUCTURE EXCAVATION CY 31.0600 2,174.20 70.000 2,174 (F) (ROCK SLOPE PROTECTION) 037 STRUCTURE BACKFILL (BRIDGE) (58 OH) CY 48.4600 142,714.70 2,945.000 142,714 (F) 038 STRUCTURE BACKFILL (BRIDGE) CY 27.2700 287,643.96 10,548.000 287,643 (F) 039 STRUCTURE BACKFILL (CULVERT) CY 56.1900 437,720.10 61.000 3,427.59 7,790.000 437,720 (F) 040 IMPORTED BORROW (CY) CY 11.3400 23,071,252.68 2,041,005.824 23,145,006 041 ROCK BLANKET SQFT 11.5200 405,285.12 7,344.000 84,602.88 18,568.000 213,903 042 "A" BOULDER 8'-0"LX 3'-0"W X 4'-0"H EA 4,175.0000 37,575.00 9.000 37,575 (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 9.000 21,573 (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 9.000 7,569 (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 9.000 2,268 (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 15.000 55,695 048 GRAVEL MULCH (3"-6") COLOR NO.1 SQFT 5.3800 198,419.78 11,064.000 59,524.32 29,505.000 158,736 049 GRAVEL MULCH (3"-6") COLOR NO.3 SQFT 3.7300 32,824.00 2,200.000 8,206 PROGRAM CAS145 PAGE 3 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 21,000.000 66,150 051 GRAVEL MULCH (1"-3") COLOR NO.1 SQFT 3.7500 674,996.25 94,666.000 354,997.50 100,966.000 378,622 052 GRAVEL MULCH (1"-3") COLOR NO.2 SQFT 3.7500 413,291.25 7,500.000 28,125 053 GRAVEL MULCH(6"-12") COLOR NO.3 SQFT 5.8600 51,568.00 0.000 0 054 3" SUPPLY LINE (BRIDGE) LF 62.2900 16,008.53 257.000 16,008 (F) 055 12" CORRUGATED HIGH DENSITY LF 120.5000 25,546.00 234.000 28,197 POLYETHYLENE PIPE CONDUIT 056 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 5,852.0000 11,704.00 1.000 5,852 057 DUFF ACRE 2,030.0000 156,310.00 77.000 156,310 058 FIBER ROLLS LF 2.7400 411,000.00 5,837.000 15,993.38 121,056.000 331,693 059 HYDROSEED SQFT 0.1100 1,809,636.51 3,337,132.000 367,084.52 11,826,976.000 1,300,967 060 COMPOST SQFT 0.0900 309,695.67 519,972.000 46,797.48 1,883,250.000 169,492 061 INCORPORATE MATERIALS SQFT 0.0300 103,231.89 642,171.000 19,265.13 1,742,976.000 52,289 062 CLASS 2 AGGREGATE SUBBASE CY 43.9700 7,107,222.86 150,622.900 6,622,888 063 CLASS 2 AGGREGATE BASE (CY) CY 88.5700 3,319,515.03 30,004.200 2,657,471 064 LEAN CONCRETE BASE CY 111.1800 7,736,905.02 66,581.600 7,402,542 065 BASE BOND BREAKER SQYD 1.5200 634,785.44 399,489.590 607,224 066 PRIME COAT TON 1,344.7000 254,148.30 16.360 21,999.29 101.030 135,855 067 HOT MIX ASPHALT (TYPE A) TON 115.1300 8,076,024.11 9,134.990 1,051,711.40 68,220.650 7,854,243 068 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 4,121.000 5,110.04 4,121.000 5,110 070 TACK COAT TON 816.8800 6,535.04 22.880 18,690.21 85.640 69,957 071 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1700 32,204.91 4,483.333 18,695 072 REMOVE SURFACING AC ONLY SQYD 2.3800 108,861.20 5,623.000 13,382 073 JOINTED PLAIN CONCRETE PAVEMENT CY 153.8300 24,440,818.06 243.000 37,380.69 152,783.520 23,502,688 074 JOINT SEAL (PREFORMED COMPRESSION) LF 4.9800 2,013,414.00 20,918.350 104,173.38 288,981.750 1,439,129 075 MECHANICALLY STABILIZED EMBANKMENT, SQFT 77.7000 214,141.20 2,756.000 214,141 (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 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,400.000 186,480 (F) LOCATION C 078 MECHANICALLY STABILIZED EMBANKMENT, SQFT 77.7000 350,815.50 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 108,653.00 100.000 108,653 PILE (SIGN FOUNDATION) 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,421.8000 50,421.80 1.000 50,421 084 PRESTRESSING PRECAST GIRDER LS 619,505.0400 619,505.04 1.000 619,505 085 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 1,655.000 770,435 (F) 087 STRUCTURAL CONCRETE, BRIDGE (58 OH) CY 1,063.9500 2,950,333.35 2,773.000 2,950,333 (F) 088 STRUCTURAL CONCRETE, BRIDGE CY 1,060.9400 2,182,353.58 2,057.000 2,182,353 (F) 089 STRUCTURAL CONCRETE, BRIDGE CY 896.2000 362,064.80 404.000 362,064 (F) (POLYMER FIBER) 090 STRUCTURAL CONCRETE, BRIDGE CY 850.8100 2,078,528.83 2,443.000 2,078,528 (F) (POLYMER FIBER) (58 OH) 091 STRUCTURAL CONCRETE, BARRIER SLAB CY 879.2600 312,137.30 355.000 312,137 (F) 092 STRUCTURAL CONCRETE, APPROACH SLAB CY 837.1000 256,152.60 306.000 256,152 (F) (TYPE N) 093 STRUCTURAL CONCRETE, APPROACH SLAB CY 844.4900 209,433.52 248.000 209,433 (F) (TYPE N)(58 OH) 094 STRUCTURAL CONCRETE, HEADWALL CY 1,270.5000 980,826.00 41.000 52,090.50 712.000 904,596 (F) AND WINGWALL 095 6'X4' PRECAST REINFORCED CONCRETE BOX LF 416.3500 300,604.70 722.000 300,604 CULVERT 096 8'X4' PRECAST REINFORCED CONCRETE BOX LF 526.9000 184,415.00 358.000 188,630 CULVERT 097 10'X 5' PRECAST REINFORCED CONCRETE LF 782.7700 1,308,008.67 1,694.000 1,326,012 (F) BOX CULVERT 098 12'X 9' PRECAST REINFORCED CONCRETE LF 1,070.5700 319,029.86 298.000 319,029 BOX CULVERT 099 12'X7' PRECAST REINFORCED CONCRETE BOX LF 988.4700 176,936.13 187.000 184,843 CULVERT 100 MINOR CONCRETE (MINOR STRUCTURE) CY 1,465.2900 83,521.53 2.420 3,546.00 47.600 69,747 (F) 101 ARCHITECTURAL TREATMENT SQFT 22.1700 332,084.43 14,979.000 332,084 (F) (JOSHUA TREE - MOTIF) 102 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,172.1200 1,175,163.60 30.000 1,175,163 BULB-TEE GIRDER (90'-100') 103 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,325.1900 423,251.90 10.000 423,251 BULB-TEE GIRDER (100'-110') PROGRAM CAS145 PAGE 5 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 30.000 1,373,784 BULB-TEE GIRDER (110'-120') 105 FURNISH PRECAST PRESTRESSED CONCRETE EA 39,487.7500 592,316.25 15.000 592,316 BULB-TEE GIRDER (120'-130') 106 FURNISH PRECAST PRESTRESSED CONCRETE EA 42,325.1900 423,251.90 10.000 423,251 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 15.000 98,123 (F) GIRDER 109 ERECT PRECAST PRESTRESSED CONCRETE EA 5,873.3400 587,334.00 100.000 587,334 (F) GIRDER (58 OH) 110 PTFE BEARING EA 7,696.3600 615,708.80 80.000 615,708 111 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 80.000 28,966.40 80.000 28,966 113 JOINT SEAL ASSEMBLY (MR 6") LF 941.6000 75,328.00 80.000 75,328.00 80.000 75,328 114 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 80.000 108,177.60 80.000 108,177 116 BAR REINFORCING STEEL (BRIDGE) LB 1.1200 692,936.16 618,693.000 692,936 (F) 117 BAR REINFORCED STEEL (BRIDGE) (58 OH) LB 0.9500 3,349,333.30 3,525,614.000 3,349,333 (F) 118 BAR REINFORCED STEEL (HEADWALL AND LB 1.1100 147,446.85 51,224.000 56,858 (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 89,200.000 384,452 (F) 121 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2100 18,732.00 89,200.000 18,732 (F) 122 12" CORRUGATED STEEL PIPE (.079" THICK) LF 68.7500 55,687.50 146.500 10,071.88 512.400 35,227 123 18" CORRUGATED STEEL PIPE (.109" THICK) LF 60.4900 20,627.09 341.000 20,627 124 24" CORRUGATED STEEL PIPE (.138" THICK) LF 85.6100 308,538.44 3,535.200 302,648 125 48" CORRUGATED STEEL PIPE (.138" THICK) LF 176.6600 291,135.68 1,651.700 291,789 126 54" CORRUGATED STEEL PIPE (.109" THICK) LF 492.2800 10,830.16 22.000 10,830 127 60" CORRUGATED STEEL PIPE (.138" THICK) LF 873.8900 9,612.79 11.000 9,612 128 REMOVE FLARED END SECTION EA 1,710.3000 3,420.60 2.000 3,420 129 12" STEEL FLARED END SECTION EA 406.0200 4,466.22 2.000 812.04 5.000 2,030 130 18" STEEL FLARED END SECTION EA 450.0000 2,700.00 6.000 2,700 PROGRAM CAS145 PAGE 6 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 32.000 16,116 132 REMOVE BOX CULVERT CY 458.9000 38,088.70 83.000 38,088 133 ROCK SLOPE PROTECTION CY 119.6400 13,758.60 5.500 658.02 106.000 12,681 (F) (LIGHT, METHOD B) (CY) 134 ROCK SLOPE PROTECTION (1T, METHOD B) CY 119.6300 202,653.22 1,354.800 162,074 (F) 135 CONCRETE (CONCRETE APRON) CY 301.9400 85,147.08 52.000 15,700.88 269.280 81,306 136 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 21.000 33.18 1,816.300 2,869 138 MINOR CONCRETE (CURB, SIDEWALK AND CY 837.4800 185,920.56 1.500 1,256.22 199.800 167,328 CURB RAMP) 139 MISCELLANEOUS IRON AND STEEL LB 2.0000 6,514.00 472.000 944.00 2,464.000 4,928 140 MISCELLANEOUS METAL (BRIDGE) LB 19.0200 1,426.50 75.000 1,426 (F) 141 MISCELLANEOUS METAL (BRIDGE) (58 OH) LB 25.3400 440,054.44 10,000.000 253,400.00 16,366.000 414,714 (F) 142 BRIDGE DECK DRAINAGE SYSTEM LB 6.3300 699,958.74 38,761.000 245,357.13 109,578.000 693,628 (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 9,700.000 31,719 146 FENCE (TYPE BW, METAL POST) LF 3.7100 362,741.54 82,547.000 306,249 147 CHAIN LINK FENCE (TYPE CL-6) LF 17.9800 206,536.26 3,992.000 71,776 148 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 13,025.000 35,558 151 TEMPORARY DESERT TORTOISE FENCE LF 5.7300 63,259.20 3,685.000 21,115 152 DESERT TORTOISE FENCE LF 4.9800 582,435.90 91,281.000 454,579 153 REMOVE PAVEMENT MARKER EA 2.1300 2,008.59 162.000 345 154 DELINEATOR (CLASS 2) EA 61.9100 52,809.23 339.000 20,987.49 566.000 35,041 155 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 3,545.000 12,230.25 3,545.000 12,230 PROGRAM CAS145 PAGE 7 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 20.000 1,820.60 20.000 1,820 160 OBJECT MARKER EA 130.1100 6,245.28 9.000 1,170.99 9.000 1,170 161 REMOVE ROADSIDE SIGN EA 136.5200 8,873.80 1.000 136 162 REMOVE ROADSIDE SIGN PANEL EA 218.3900 1,747.12 0.000 0 163 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 29.4900 23,592.00 800.000 23,592 FOR RETROREFLECTIVE SHEETING(TYPE XI) 164 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 30.5900 39,216.38 482.000 14,744 FOR RETROREFLECTIVE SHEETING(TYPE XI) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.7400 1,789.20 10.900 236 (0.063"-UNFRAMED) 166 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.1000 19,746.94 586.800 7,687 (0.080"-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3000 1,106.19 17.700 270 (0.125" -UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.7600 1,384.69 35.500 736 (0.080"-FRAMED) 169 ROADSIDE SIGN - ONE POST EA 382.2000 48,157.20 45.000 17,199 170 ROADSIDE SIGN - TWO POST EA 1,420.0000 18,460.00 3.000 4,260 171 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 4.000 27,190 (LAMINATED WOOD BOX POST) 174 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.7300 14,062.29 1,525.700 7,216 175 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.4900 313,714.62 5,724.000 168,800.76 5,724.000 168,800 176 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.2300 435,838.44 1,168.000 55,164.64 3,014.000 142,351 177 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 83.8800 79,602.12 0.000 0 (F) 178 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 46.5700 29,106.25 250.000 11,642.50 250.000 11,642 (WOOD POST) 179 CABLE RAILING LF 31.8400 37,666.72 727.000 23,147.68 727.000 23,147 (F) 180 TRANSITION RAILING (TYPE WB-31) EA 3,690.0000 70,110.00 13.000 47,970.00 13.000 47,970 181 RAIL TENSIONING ASSEMBLY EA 899.5100 3,598.04 2.000 1,799.02 2.000 1,799 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 865.6800 10,388.16 4.000 3,462.72 4.000 3,462 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,730.5200 62,801.96 15.000 40,957.80 15.000 40,957 PROGRAM CAS145 PAGE 8 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ 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 2.000 14,498.72 2.000 14,498 185 CONCRETE BARRIER (TYPE 60) LF 399.9500 237,570.30 404.000 161,579.80 404.000 161,579 186 CONCRETE BARRIER (TYPE 736) LF 82.3500 290,201.40 1,841.000 151,606.35 1,841.000 151,606 (F) 187 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 85.5100 81,063.48 948.000 81,063.48 948.000 81,063 (F) 188 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 86.7000 60,429.90 376.000 32,599.20 376.000 32,599 (F) (MSE) 189 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 106.6300 118,039.41 1,107.000 118,039 (F) (395 SEPARATION) 190 THERMOPLASTIC PAVEMENT MARKING SQFT 4.2400 17,710.48 898.000 3,807.52 898.000 3,807 191 THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 1,828.50 0.000 0 (SPRAYABLE) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4300 196,580.52 187,139.000 80,469.77 187,139.000 80,469 193 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1900 560,312.69 213,406.000 253,953.14 213,406.000 253,953 (ENHANCED WET NIGHT VISIBILITY) 194 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1100 18,580.66 5,902.000 12,453.22 5,902.000 12,453 (ENHANCED WET NIGHT VISIBILITY) 195 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 7,699.31 17,827.000 9,448 196 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6100 478.17 279.000 449 197 12" RUMBLE STRIP STA 31.9200 42,325.92 800.200 25,542.38 979.900 31,278 (ASPHALT CONCRETE PAVEMENT) 198 12" RUMBLE STRIP STA 205.1200 260,502.40 279.400 57,310.53 955.100 195,910 (CONCRETE PAVEMENT) 199 LIGHTING SYSTEM LS 481,260.0000 481,260.00 0.220 105,877.20 0.917 441,315 200 SIGNAL AND LIGHTING SYSTEM LS 641,736.0000 641,736.00 0.501 321,509.74 0.734 471,034 201 TRAFFIC MONITORING STATION SYSTEM LS 159,277.0000 159,277.00 0.340 54,154 202 CHANGEABLE MESSAGE SIGN SYSTEM LS 414,960.0000 414,960.00 0.500 207,480 203 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 0.547 147,394 PROGRAM CAS145 PAGE 9 DATE 10/22/19 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 02:35 PM ESTIMATE NO. 023 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 10/20/19 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 10/22/19 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 5,126,674.12 134,881,186.57 ADJUSTMENT OF COMPENSATION 23,674.48 340,572.01 EXTRA WORK 0.00 439,293.93 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 5,150,348.60 135,661,052.51 206 MOBILIZATION LS 15,624,196.0000 15,624,196.00 1.000 15,624,196 ORIGINAL CONTRACT AMOUNT 165,245,382.34 TOTAL WORK COMPLETED 5,150,348.60 151,285,248.51 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -43,150.00 TOTAL 5,140,348.60 151,242,098.51 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 01/10/18 01/10/18 05/19/20 420 23 0 0 91% 75% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER PROGRAM CAS145 DATE 10/22/19