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 07/22/20 EST. NO. 032 TIME 03:30 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 --------------------------------------------------------------------------- 048 0002 84,797.00 E.W. @ L.S.(+) 071420 N 071420 051 0011 33,428.46 A.C. @ L.S.(+) 071420 N 071420 063 0001 13,596.66 E.W. @ U.P (+) 071020 N 071020 064 0035 5,553.22 E.W. @ F.A.(+) 041420 N NMG002 0036 3,108.79 041520 N NMG004 065 0002 15,559.20 A.C. @ L.S.(+) 071420 N 071420 068 0001 238,982.10 E.W. @ U.P (+) 071420 N 071420 076 0010 96,361.80 E.W. @ L.S.(+) 072120 N 072120 083 0030 2,658.48 E.W. @ F.A.(+) 060220 N 6220K1 0032 2,167.36 041420 N NMG003 0034 2,194.55 041720 N NMG006 0036 1,552.06 060920 N NMG008 0037 5,306.79 042020 N NMG009 0038 4,946.06 042020 N NMG010 0039 5,511.56 042120 N NMG011 0041 1,000.75 042220 N NMG013 0042 8,818.18 042220 N NMG014 0043 9,528.15 042320 N NMG015 0044 1,479.01 040820 N NMG001 0045 6,304.85 041720 N NG0070 0046 2,941.67 042120 N NG0120 0047 6,782.17 042420 N NMG016 0048 3,252.00 042420 N NMG017 0049 3,255.33 042720 N NMG018 0050 3,298.72 042720 N NMG019 0051 5,214.67 042920 N NMG020 0053 771.35 042920 N NMG022 087 0001 2,118,789.00 E.W. @ L.S.(+) 071420 N 071420 091 0001 -1,415,820.68 A.C. @ L.S.(-) 072120 N 072120 1,271,339.26 TOTAL THIS ESTIMATE 5,884,715.63 TOTAL PREVIOUS ESTIMATE 7,156,054.89 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 07/22/20 EST. NO. 032 TIME 03:30 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 VEG CONTROL NONCOMPL -50,000.00 024 VEG CONTROL NONCOMPL -50,000.00 026 NON COMP IP -50,000.00 028 RTN NON COMP VEG CTR 50,000.00 028 RTN NON COMP IP 50,000.00 029 RTN NON COMP VEG CTR 50,000.00 029 FHWA 1391 10,000.00 032 10,000.00 -3,150.00 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 DELINQ/INADCE CPR -10,000.00 024 DELINQ/INADEQ CPR -10,000.00 025 DLQ/INQ CPR'S -10,000.00 026 DLQ & INQ CPR'S -10,000.00 027 FHWA-1391 10,000.00 031 FWHA 1391 -10,000.00 032 JULY 2020 -10,000.00 032 -20,000.00 -80,000.00 TOTAL DEDUCTIONS -10,000.00 -83,150.00 PROGRAM CAS145 PAGE 1 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 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 0.820 2,460 003 TIME-RELATED OVERHEAD (WDAY) WDAY 14,175.9200 7,981,042.96 20.000 283,518.40 608.000 8,618,959 004 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 0.419 1,424,600.00 1.000 3,400,000 006 CONSTRUCTION AREA SIGNS LS 60,190.0000 60,190.00 0.750 45,142 007 TRAFFIC CONTROL SYSTEM LS 1,135,183.0000 1,135,183.00 1.000 1,135,183 008 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 1,462.000 7,763 011 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0600 171,561.00 195,412.000 207,136 012 CHANNELIZER (SURFACE MOUNTED) EA 40.5100 30,787.60 720.000 29,167 013 TEMPORARY PAVEMENT MARKER EA 3.4400 12,084.72 4,025.000 13,846 014 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.4900 7,219.92 1,608.000 7,219 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 31,299.000 359,312 017 TEMPORARY CRASH CUSHION MODULE EA 404.4200 67,942.56 154.000 62,280 018 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 1.000 341,786 020 PREPARE STORM WATER POLLUTION PREVENTION LS 7,000.0000 7,000.00 1.000 7,000 PLAN 021 STORM WATER ANNUAL REPORT EA 2,098.6600 6,295.98 1.000 2,098.66 3.000 6,295 022 TEMPORARY COVER SQYD 19.4400 321,848.64 16,556.000 321,848 PROGRAM CAS145 PAGE 2 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 15.000 3,000 024 TEMPORARY FIBER ROLL LF 3.5800 529,840.00 183,075.000 655,408 025 TEMPORARY CONSTRUCTION ENTRANCE EA 12,986.0000 142,846.00 13.000 168,818 026 STREET SWEEPING LS 241,444.0000 241,444.00 1.000 241,444 027 TEMPORARY CONCRETE WASHOUT LS 53,514.0000 53,514.00 1.000 53,514 028 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 1.000 584,645 033 ROADWAY EXCAVATION CY 6.9400 6,483,341.06 15,411.000 106,952.34 994,736.000 6,903,467 034 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 7,790.000 437,720 (F) 040 IMPORTED BORROW (CY) CY 11.3400 23,071,252.68 2,053,597.824 23,287,799 041 ROCK BLANKET SQFT 11.5200 405,285.12 35,181.000 405,285 042 "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 2.000 50,510 047 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 43,418.000 233,588 049 GRAVEL MULCH (3"-6") COLOR NO.3 SQFT 3.7300 32,824.00 8,800.000 32,824 PROGRAM CAS145 PAGE 3 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,332.000 92,395 051 GRAVEL MULCH (1"-3") COLOR NO.1 SQFT 3.7500 674,996.25 179,999.000 674,996 052 GRAVEL MULCH (1"-3") COLOR NO.2 SQFT 3.7500 413,291.25 110,211.000 413,291 053 GRAVEL MULCH(6"-12") COLOR NO.3 SQFT 5.8600 51,568.00 8,800.000 51,568 054 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 2.000 11,704 057 DUFF ACRE 2,030.0000 156,310.00 77.000 156,310 058 FIBER ROLLS LF 2.7400 411,000.00 177,984.000 487,676 059 HYDROSEED SQFT 0.1100 1,809,636.51 17,158,719.000 1,887,459 060 COMPOST SQFT 0.0900 309,695.67 2,638,596.000 237,473 061 INCORPORATE MATERIALS SQFT 0.0300 103,231.89 2,498,322.000 74,949 062 CLASS 2 AGGREGATE SUBBASE CY 43.9700 7,107,222.86 165,770.200 7,288,915 063 CLASS 2 AGGREGATE BASE (CY) CY 88.5700 3,319,515.03 1,373.540 121,654.44 37,679.940 3,337,312 064 LEAN CONCRETE BASE CY 111.1800 7,736,905.02 459.069 51,039.29 69,433.869 7,719,657 065 BASE BOND BREAKER SQYD 1.5200 634,785.44 413,919.590 629,157 066 PRIME COAT TON 1,344.7000 254,148.30 188.460 253,422 067 HOT MIX ASPHALT (TYPE A) TON 115.1300 8,076,024.11 77,240.210 8,892,665 068 DATA CORE LS 13,700.0000 13,700.00 1.000 13,700 069 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.2400 9,415.32 7,631.000 9,462 070 TACK COAT TON 816.8800 6,535.04 118.030 96,416 071 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 4.1700 32,204.91 8,623.033 35,958 072 REMOVE SURFACING AC ONLY SQYD 2.3800 108,861.20 58,470.000 139,158 073 JOINTED PLAIN CONCRETE PAVEMENT CY 153.8300 24,440,818.06 158,315.020 24,353,599 074 JOINT SEAL (PREFORMED COMPRESSION) LF 4.9800 2,013,414.00 14,754.000 73,474.92 409,106.040 2,037,348 075 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 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 980,826.00 772.000 980,826 (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 1,737.000 1,359,671 (F) BOX CULVERT 098 12'X 9' PRECAST REINFORCED CONCRETE LF 1,070.5700 319,029.86 338.000 361,852 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 56.570 82,891 (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 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 23,456.40 220.000 23,456 112 JOINT SEAL ASSEMBLY (MR 4") LF 362.0800 28,966.40 80.000 28,966 113 JOINT SEAL ASSEMBLY (MR 6") LF 941.6000 75,328.00 80.000 75,328 114 JOINT SEAL (MR 2") LF 362.0700 28,965.60 80.000 28,965 115 JOINT SEAL ASSEMBLY (MR 6 1/2") LF 1,352.2200 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 147,446.85 132,835.000 147,446 (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 55,687.50 705.600 48,510 123 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 3,564.200 305,131 125 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 10.000 4,060 130 18" STEEL FLARED END SECTION EA 450.0000 2,700.00 6.000 2,700 PROGRAM CAS145 PAGE 6 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 13,758.60 121.900 14,584 (F) (LIGHT, METHOD B) (CY) 134 ROCK SLOPE PROTECTION (1T, METHOD B) CY 119.6300 202,653.22 1,847.400 221,004 (F) 135 CONCRETE (CONCRETE APRON) CY 301.9400 85,147.08 323.410 97,650 136 SLOPE PAVING (CONCRETE) CY 712.5400 42,039.86 59.000 42,039 137 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 1.5800 3,351.18 2,260.000 3,570 138 MINOR CONCRETE (CURB, SIDEWALK AND CY 837.4800 185,920.56 71.340 59,745.82 277.940 232,769 CURB RAMP) 139 MISCELLANEOUS IRON AND STEEL LB 2.0000 6,514.00 4,804.000 9,608 140 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 17,366.000 440,054 (F) 142 BRIDGE DECK DRAINAGE SYSTEM LB 6.3300 699,958.74 110,578.000 699,958 (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 14,979.000 55,422 145 PREPARE AND STAIN CONCRETE(CULVERT) SQFT 3.2700 53,984.43 10,378.000 33,936 146 FENCE (TYPE BW, METAL POST) LF 3.7100 362,741.54 87,224.000 323,601 147 CHAIN LINK FENCE (TYPE CL-6) LF 17.9800 206,536.26 12,550.000 225,649 148 CHAIN LINK FENCE (TYPE CL-8) LF 32.6900 15,070.09 456.000 14,906 149 6' CHAIN LINK GATE (TYPE CL-6) EA 1,634.3000 3,268.60 7.000 11,440 150 REMOVE FENCE LF 2.7300 72,937.41 18,273.000 49,885 151 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 13,240.000 65,935.20 121,798.000 606,554 153 REMOVE PAVEMENT MARKER EA 2.1300 2,008.59 573.000 1,220 154 DELINEATOR (CLASS 2) EA 61.9100 52,809.23 841.000 52,066 155 GUARD RAILING DELINEATOR EA 21.1900 614.51 219.000 4,640 156 BLANK LS 0.0000 0.00 0.000 0 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.4500 25,567.95 7,166.000 24,722 PROGRAM CAS145 PAGE 7 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 28.000 2,548 159 MARKER (CULVERT) EA 91.0300 5,552.83 61.000 5,552 160 OBJECT MARKER EA 130.1100 6,245.28 87.000 11,319 161 REMOVE ROADSIDE SIGN EA 136.5200 8,873.80 60.000 8,191 162 REMOVE ROADSIDE SIGN PANEL EA 218.3900 1,747.12 8.000 1,747 163 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 1,282.000 39,216 FOR RETROREFLECTIVE SHEETING(TYPE XI) 165 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.7400 1,789.20 82.200 1,787 (0.063"-UNFRAMED) 166 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.1000 19,746.94 1,482.900 19,425 (0.080"-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.3000 1,106.19 90.000 1,377 (0.125" -UNFRAMED) FOR RETROREFLECTIVE SHEETING (TYPE XI) 168 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.7600 1,384.69 66.700 1,384 (0.080"-FRAMED) 169 ROADSIDE SIGN - ONE POST EA 382.2000 48,157.20 127.000 48,539 170 ROADSIDE SIGN - TWO POST EA 1,420.0000 18,460.00 13.000 18,460 171 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 330.00 3.000 330 METHOD) 172 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 491.4600 6,388.98 13.000 6,388 173 INSTALL ROADSIDE SIGN EA 6,797.6800 47,583.76 7.000 47,583 (LAMINATED WOOD BOX POST) 174 RETROREFLECTIVE SHEETING(TYPE XI) SQFT 4.7300 14,062.29 2,973.600 14,065 175 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 29.4900 313,714.62 10,486.500 309,246 176 VEGETATION CONTROL (MINOR CONCRETE) SQYD 47.2300 435,838.44 214.000 10,107.22 9,086.390 429,150 177 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 83.8800 79,602.12 949.000 79,602 (F) 178 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 46.5700 29,106.25 750.000 34,927 (WOOD POST) 179 CABLE RAILING LF 31.8400 37,666.72 1,183.000 37,666 (F) 180 TRANSITION RAILING (TYPE WB-31) EA 3,690.0000 70,110.00 20.000 73,800 181 RAIL TENSIONING ASSEMBLY EA 899.5100 3,598.04 4.000 3,598 182 END ANCHOR ASSEMBLY (TYPE SFT) EA 865.6800 10,388.16 12.000 10,388 183 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,730.5200 62,801.96 22.000 60,071 PROGRAM CAS145 PAGE 8 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.000 28,997 185 CONCRETE BARRIER (TYPE 60) LF 399.9500 237,570.30 594.000 237,570 186 CONCRETE BARRIER (TYPE 736) LF 82.3500 290,201.40 3,524.000 290,201 (F) 187 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 85.5100 81,063.48 948.000 81,063 (F) 188 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 86.7000 60,429.90 697.000 60,429 (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 3,392.000 14,382 191 THERMOPLASTIC TRAFFIC STRIPE LF 1.0600 1,828.50 0.000 0 (SPRAYABLE) 192 PAINT TRAFFIC STRIPE (2-COAT) LF 0.4300 196,580.52 460,687.000 198,095 193 6" THERMOPLASTIC TRAFFIC STRIPE LF 1.1900 560,312.69 459,525.000 546,834 (ENHANCED WET NIGHT VISIBILITY) 194 8" THERMOPLASTIC TRAFFIC STRIPE LF 2.1100 18,580.66 9,124.000 19,251 (ENHANCED WET NIGHT VISIBILITY) 195 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 7,699.31 30,092.000 15,948 196 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.6100 478.17 828.000 1,333 197 12" RUMBLE STRIP STA 31.9200 42,325.92 1,286.900 41,077 (ASPHALT CONCRETE PAVEMENT) 198 12" RUMBLE STRIP STA 205.1200 260,502.40 1,249.200 256,235 (CONCRETE PAVEMENT) 199 LIGHTING SYSTEM LS 481,260.0000 481,260.00 1.000 481,260 200 SIGNAL AND LIGHTING SYSTEM LS 641,736.0000 641,736.00 1.000 641,736 201 TRAFFIC MONITORING STATION SYSTEM LS 159,277.0000 159,277.00 1.000 159,277 202 CHANGEABLE MESSAGE SIGN SYSTEM LS 414,960.0000 414,960.00 0.970 402,511 203 WIRELESS VEHICLE DETECTION SYSTEM LS 104,130.0000 104,130.00 0.970 101,006 204 CLOSED CIRCUIT TELEVISION SYSTEM LS 62,270.0000 62,270.00 0.970 60,401 205 COMMUNICATION SYSTEM LS 269,460.0000 269,460.00 1.000 269,460 PROGRAM CAS145 PAGE 9 DATE 07/22/20 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-347704 TIME 03:30 PM ESTIMATE NO. 032 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 07/20/20 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/22/20 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,199,126.29 152,453,341.84 ADJUSTMENT OF COMPENSATION -1,366,833.02 -423,568.45 EXTRA WORK 2,638,172.28 7,579,623.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,470,465.55 159,609,396.73 206 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 3,470,465.55 175,233,592.73 MATERIALS ON HAND ON SITE 0.00 DEDUCTIONS -10,000.00 -83,150.00 TOTAL 3,460,465.55 175,150,442.73 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 09/22/20 594 35 75 0 99% 93% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/20