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 07/27/17 EST. NO. 026 TIME 08:58 AM R.E. NAME: SHAHIDI, SHAINE 08-043514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 001 0264 437.55 E.W. @ F.A.(+) 052517 N 0532.0 0265 427.22 052617 N 0533.0 0266 715.00 022616 N 0679.0 0267 715.00 032516 N 0680.0 0268 896.64 012017 N 0681.0 0269 1,089.00 121416 N 0682.0 0270 1,210.00 011117 N 0683.0 0271 3,547.90 062017 N 0709.0 0272 557.34 062917 N 0710.0 0273 285.62 062217 N 0711.0 0274 285.62 062417 N 0712.0 0275 285.62 062317 N 0713.0 0276 285.62 062117 N 0714.0 002 0009 -99,796.74 A.C. @ U.P.(-) 071817 N 9 0 003 0035 300.00 E.W. @ F.A.(+) 032717 N 0687.0 0036 300.00 123016 N 0688.0 0037 2,906.40 013017 N 0689.0 0038 300.00 042817 N 0690.0 0039 300.00 022717 N 0691.0 0040 3,063.67 053117 N 0692.0 004 0015 1,149.75 E.W. @ F.A.(+) 121516 N 0660.0 0016 1,149.75 022417 N 0661.0 0017 1,237.50 060717 N 0662.0 0018 1,824.98 060117 N 0663.0 0019 1,087.50 032917 N 0684.0 0020 1,950.00 032817 N 0685.0 0021 1,620.00 030117 N 0686.0 013 0019 528.63 E.W. @ F.A.(+) 061317 N 0651.0 022 0004 1,655.32 A.C. @ L.S.(+) 071917 N 4 0 024 0022 2,671.71 E.W. @ F.A.(+) 113016 N 1034.0 0023 2,272.66 100416 N 1036.0 042 0013 677.60 E.W. @ F.A.(+) 113016 N 0653.0 0014 677.60 123116 N 0654.0 0015 677.60 013117 N 0655.0 0016 677.60 022817 N 0656.0 0017 677.60 033117 N 0657.0 0018 1,355.20 043017 N 0658.0 045 0004 2,705.73 E.W. @ F.A.(+) 041917 N 0542.0 0007 2,857.97 041317 N 0546.0 047 0005 1,227.44 E.W. @ F.A.(+) 042417 N 0528.0 051 0003 -2,395.20 A.C. @ U.P.(-) 032017 N 3 0 060 0005 807.72 E.W. @ F.A.(+) 081216 N 0434.0 0006 1,327.56 081516 N 0435.0 061 0004 135,798.82 A.C. @ U.P.(+) 071817 N 4 0 062 0007 1,286.31 E.W. @ F.A.(+) 090616 N 0376.0 064 0018 451.45 E.W. @ F.A.(+) 110716 N 0447.0 0019 1,703.92 020717 N 0484.0 0020 1,116.72 021017 N 0485.0 0021 5,569.23 021317 N 0486.0 0022 1,808.64 021517 N 0487.0 0023 2,089.38 102516 N 0483.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/27/17 EST. NO. 026 TIME 08:58 AM R.E. NAME: SHAHIDI, SHAINE 08-043514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 066 0002 374.94 E.W. @ F.A.(+) 120916 N 0458.0 0003 1,489.78 121316 N 0465.0 0004 529.07 122016 N 0466.0 0005 1,515.19 122116 N 0467.0 0006 835.52 011717 N 0468.0 0007 5,252.38 012517 N 0469.0 0008 7,217.46 012617 N 0470.0 0009 2,349.38 013017 N 0471.0 0011 1,705.51 020617 N 0473.0 0014 187.48 022017 N 0499.0 0015 1,149.62 022417 N 0500.0 0016 786.56 030117 N 0501.0 0017 1,350.10 032717 N 0502.0 0018 534.32 030217 N 0503.0 0019 1,443.98 032817 N 0504.0 0020 1,768.82 040317 N 0505.0 0021 2,696.34 040717 N 0506.0 068 0004 6,600.96 E.W. @ F.A.(+) 091316 N 0391.0 0005 3,316.32 091416 N 0439.0 0007 2,030.33 120716 N 0453.0 0008 1,232.69 120716 N 0454.0 0009 771.73 120816 N 0455.0 0010 1,157.58 120916 N 0456.0 0011 8,885.28 012517 N 0462.0 0012 5,120.61 012617 N 0463.0 0013 3,184.08 012717 N 0464.0 0015 1,059.44 121216 N 0507.0 072 0002 3,435.69 E.W. @ L.S.(+) 071817 N 2 0 075 0002 1,654.44 E.W. @ F.A.(+) 011117 N 0510.0 0004 1,432.02 041017 N 0511.0 0005 3,341.59 041217 N 0512.0 0006 2,840.24 041317 N 0513.0 0007 1,450.53 041417 N 0514.0 0008 1,028.23 052517 N 0529.0 0009 580.21 052217 N 0530.0 076 0001 776.77 E.W. @ F.A.(+) 062917 N 0701.0 077 0001 2,179.65 E.W. @ F.A.(+) 041817 N 0637.0 0003 297.54 032217 N 0639.0 079 0001 1,727.03 E.W. @ F.A.(+) 020917 N 0554.0 0002 3,993.59 030117 N 0629.0 0003 885.70 021317 N 1037.0 080 0001 740.80 E.W. @ F.A.(+) 031117 N 0534.0 0002 121.01 042117 N 0535.0 082 0001 268.71 E.W. @ F.A.(+) 061617 N 0667.0 0002 328.48 061917 N 0668.0 0003 252.41 062117 N 0669.0 0004 488.69 031517 N 0670.0 0005 563.53 031717 N 0671.0 0006 745.57 032017 N 0672.0 0007 392.50 032117 N 0673.0 0008 441.30 032217 N 0674.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 07/27/17 EST. NO. 026 TIME 08:58 AM R.E. NAME: SHAHIDI, SHAINE 08-043514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009 354.46 032317 N 0675.0 0010 577.03 032417 N 0676.0 0011 710.29 032717 N 0677.0 0012 328.39 032317 N 0678.0 085 0001 1,614.27 E.W. @ F.A.(+) 053117 N 0652.0 087 0001 5,500.00 E.W. @ F.A.(+) 032917 N 0664.0 0002 5,500.00 033017 N 0665.0 0003 4,977.50 033117 N 0666.0 091 0001 6,050.00 E.W. @ U.P (+) 071917 N 1 0 216,481.79 TOTAL THIS ESTIMATE 2,741,099.16 TOTAL PREVIOUS ESTIMATE 2,957,580.95 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 07/27/17 EST. NO. 026 TIME 08:58 AM R.E. NAME: SHAHIDI, SHAINE 08-043514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INADEQUATE CPR -3,000.00 003 INADEQUATE CPR 1,000.00 004 INADEQUATE CPR 2,000.00 005 UNDER PMT OPER TRUST -1,500.00 005 UNDER PMT OPER TRUST 1,500.00 007 NONCOMPLAINT LCB -57,330.00 013 FOR NONCOMPLIANT LCB -45,500.00 014 JPCP GRADATION -2,100.00 015 NONCOMPLIANT LCB 102,830.00 015 THRID JMF FOR 3/8" -3,000.00 015 NON-COMPLIANT SES -2,100.00 017 LOW CV ON 10-13-16 -1,050.00 018 0.00 -8,250.00 LABOR COMPLIANCE VIOLATION UNDER PAYMENT WAGES -1,000.00 007 MISS FBS & APPRENTIC -3,000.00 013 WAGES UNDERPAYMENT -1,000.00 013 DEL APPRENT CERTS -1,000.00 014 DEL FBS FOR TEICHERT -1,000.00 014 DEL FBS FOR TEICHERT 1,000.00 015 MISSING FBS- HARBER -1,000.00 015 DELINQ APPRENT CERTS 1,000.00 016 MISS FBS & APPRENTIC 3,000.00 016 TEICH APP CERT & PAY -1,000.00 016 MISS FBS-HARBER 1,000.00 017 APPT CERT-SETH RIGGS -1,000.00 018 APPT CERT-SETH RIGGS 1,000.00 019 TEICH APP CERT & PAY 1,000.00 019 UNDER PAYMENT WAGES 1,000.00 019 APP CERT- PINNACLE -1,000.00 023 APP CERTS- STATEWIDE -1,000.00 023 APP CERTS - COR-RAY -1,000.00 023 APP CERTS- SKANSKA -1,000.00 023 MISS FBS - CONNOR -1,000.00 023 WAGES UNDERPAYMENT 1,000.00 023 ALCORN APP CERT -1,000.00 024 INTEGRITY APP CERT -1,000.00 024 STATEWIDE APP CERT -1,000.00 024 COMPETITIVE EDGE FBS -1,000.00 026 DIVERSIFIED APP CERT -1,000.00 026 INTEG APP CERT -1,000.00 026 PINNACLE APP CERT -1,000.00 026 PRECISION SHOT FBS -1,000.00 026 Q. HYDROSEED DOCS -1,000.00 026 -6,000.00 -14,000.00 TOTAL DEDUCTIONS -6,000.00 -22,250.00 PROGRAM CAS145 PAGE 1 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 LOCATION PROGRESS ESTIMATE 08-SBD-58-R22.2/R31.1 ----------------- SKANSKA-TEICHERT A JOINT NEAR HINKLEY FROM FR 2.4 MI W/O VENTURE HIDDEN RIVER RD TO 0.7 MI E/O JOHN MATICH LENWOOD RD SENIOR PROJECT MANAGER 1995 AGUA MANSA ROAD RIVERSIDE CA 92509 FED. AID NO. NHP-P058(119)E REALIGN & WIDEN SR-58 TO 4 LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 800.0000 800.00 1.000 800 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,500.0000 6,500.00 0.017 110.50 0.984 6,396 003 TIME-RELATED OVERHEAD (LS) LS 2,400,000.0000 2,400,000.00 0.059 141,600.00 0.996 2,390,400 004 CONSTRUCTION AREA SIGNS LS 46,000.0000 46,000.00 0.800 36,800 005 TRAFFIC CONTROL SYSTEM LS 354,000.0000 354,000.00 0.009 3,186.00 0.990 350,460 006 TYPE III BARRICADE EA 100.0000 11,000.00 118.000 11,800 007 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.0000 520.00 154.000 616 008 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.4100 14,760.00 23,406.000 9,596 009 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 15,200.00 382.000 15,280 010 TEMPORARY PAVEMENT MARKER EA 3.5000 7,560.00 1,206.000 4,221 011 PORTABLE CHANGEABLE MESSAGE SIGN (EA) EA 10,000.0000 80,000.00 8.000 80,000 012 TEMPORARY RAILING (TYPE K) LF 11.0000 153,340.00 300.000 3,300.00 16,505.000 181,555 013 TEMPORARY CRASH CUSHION MODULE EA 400.0000 52,000.00 14.000 5,600.00 126.000 50,400 014 JOB SITE MANAGEMENT LS 260,000.0000 260,000.00 0.016 4,160.00 0.985 256,100 015 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 0.750 2,625 PLAN 016 STORM WATER ANNUAL REPORT EA 2,000.0000 4,000.00 1.000 2,000.00 3.000 6,000 017 TEMPORARY SOIL BINDER SQYD 0.1100 37,070.00 390,534.400 42,958 018 TEMPORARY COVER SQYD 4.5000 54,000.00 0.000 0 019 TEMPORARY CHECK DAM LF 16.0000 17,600.00 853.000 13,648 020 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 16,000.00 53.000 21,200 021 TEMPORARY FIBER ROLL LF 3.5000 141,750.00 4,515.000 15,802 022 TEMPORARY SILT FENCE LF 4.5000 90,000.00 0.000 0 PROGRAM CAS145 PAGE 2 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CONSTRUCTION ENTRANCE EA 5,900.0000 23,600.00 5.000 29,500 024 STREET SWEEPING LS 422,000.0000 422,000.00 0.018 7,596.00 0.982 414,404 025 TEMPORARY CONCRETE WASHOUT LS 287,000.0000 287,000.00 0.023 6,601.00 0.978 280,686 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5500 2,101.00 3,240.000 1,782 STRIPE (HAZARDOUS WASTE) 027 TREATED WOOD WASTE LB 0.4000 4,880.00 0.000 0 028 CONTRACTOR-SUPPLIED BIOLOGIST (LS) LS 202,000.0000 202,000.00 0.006 1,212.00 0.994 200,788 029 OBLITERATE SURFACING SQYD 1.1500 40,365.00 17,108.440 19,674 030 REMOVE FENCE LF 3.0000 41,100.00 2,772.000 8,316.00 19,549.000 58,647 031 REMOVE METAL BEAM GUARD RAILING LF 13.0000 4,290.00 325.000 4,225 032 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 2,398.00 6,262.000 3,444 033 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 560.00 235.000 470 034 REMOVE PAVEMENT MARKER EA 1.0000 260.00 26.000 26 035 REMOVE ROADSIDE SIGN EA 52.0000 3,224.00 17.000 884 036 REMOVE CULVERT (EA) EA 1,600.0000 1,600.00 1.000 1,600 037 REMOVE INLET EA 1,600.0000 1,600.00 1.000 1,600.00 1.000 1,600 038 RESET MAILBOX EA 400.0000 4,000.00 0.000 0 039 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.2000 190,800.00 151,701.670 182,042.00 156,541.670 187,850 040 CLEARING AND GRUBBING (LS) LS 850,000.0000 850,000.00 1.000 850,000 041 DEVELOP WATER SUPPLY LS 1,090,000.0000 1,090,000.00 1.000 1,090,000 042 DUST PALLIATIVE LS 95,000.0000 95,000.00 0.050 4,750.00 0.950 90,250 043 ROADWAY EXCAVATION CY 4.1500 6,308,000.00 1,465,823.110 6,083,165 044 ROCK EXCAVATION (CONTROLLED BLASTING) CY 12.0000 963,600.00 100,375.000 1,204,500 045 STRUCTURE EXCAVATION (BRIDGE) CY 36.0000 63,540.00 1,765.000 63,540 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) CY 9.5000 62,985.00 6,630.000 62,985 047 STRUCTURE BACKFILL CY 10.5000 70,245.00 6,681.000 70,150 048 STRUCTURE BACKFILL (BRIDGE) CY 23.0000 25,162.00 1,094.000 25,162 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) CY 9.0000 79,290.00 8,810.000 79,290 PROGRAM CAS145 PAGE 3 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 PERVIOUS BACKFILL MATERIAL (RETAINING CY 54.0000 19,440.00 360.000 19,440 WALL) 051 DITCH EXCAVATION CY 75.0000 201,750.00 134.400 10,080.00 2,687.300 201,547 052 IMPORTED BORROW (CY) CY 8.9000 23,674,000.00 12,593.490 112,082.06 2,518,224.000 22,412,193 053 ROADSIDE CLEARING LS 26,900.0000 26,900.00 0.000 0 054 ROCK BLANKET SQYD 82.0000 877,400.00 545.000 44,690.00 11,196.850 918,141 055 BOULDER TYPE "A"(8) EA 2,050.0000 14,350.00 1.000 2,050.00 7.000 14,350 056 BOULDER TYPE "B"(6) EA 925.0000 40,700.00 9.000 8,325.00 42.000 38,850 057 BOULDER TYPE "C"(4) EA 570.0000 45,600.00 8.000 4,560.00 72.000 41,040 058 BOULDER TYPE "D"(2) EA 180.0000 19,800.00 9.000 1,620.00 65.000 11,700 059 PRECAST CONCRETE MONUMENT SIGN EA 14,500.0000 29,000.00 2.000 29,000 060 DECOMPOSED GRANITE SQYD 13.0000 172,900.00 18.890 245.57 10,329.780 134,287 061 GRAVEL MULCH(3"-6") SQYD 15.0000 67,050.00 3,590.000 53,850 062 GRAVEL MULCH(3/4") SQYD 12.0000 123,600.00 14.830 177.96 8,612.660 103,351 063 GRAVEL MULCH(1"-3") SQYD 12.5000 2,112,500.00 22,247.050 278,088.13 156,094.000 1,951,175 064 GRAVEL MULCH(6"-12") SQYD 31.0000 1,633,700.00 6,587.030 204,197.93 50,023.590 1,550,731 065 8" GATE VALVE EA 5,000.0000 5,000.00 1.000 5,000 066 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 800.0000 4,800.00 1.000 800.00 3.000 2,400 067 HYDROSEED SQFT 0.1500 1,980,000.00 561,039.000 84,155.85 13,912,179.000 2,086,826 068 CLASS 2 AGGREGATE SUBBASE CY 19.0000 2,166,000.00 883.100 16,778.90 113,773.000 2,161,687 069 CLASS 2 AGGREGATE BASE (CY) CY 58.0000 1,258,600.00 5,792.160 335,945.28 23,122.960 1,341,131 070 LEAN CONCRETE BASE CY 91.0000 7,398,300.00 836.360 76,108.76 81,876.960 7,450,803 071 PREPAVING INERTIAL PROFILER LS 23,600.0000 23,600.00 0.000 0 072 HOT MIX ASPHALT (TYPE A) TON 76.0000 7,539,200.00 23,086.070 1,754,541.32 80,034.630 6,082,631 073 DATA CORE LS 12,000.0000 12,000.00 0.000 0 074 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 410.00 0.000 0 075 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 4,550.00 0.000 0 076 PLACE HOT MIX ASPHALT SQYD 7.7500 257,300.00 104.200 807.55 28,880.000 223,820 (MISCELLANEOUS AREA) PROGRAM CAS145 PAGE 4 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 LIQUID ASPHALT (PRIME COAT) TON 1,400.0000 123,200.00 9.980 13,972.00 53.810 75,334 078 TACK COAT TON 5,600.0000 173,600.00 33.640 188,384.00 38.020 212,912 079 JOINTED PLAIN CONCRETE PAVEMENT CY 110.0000 18,700,000.00 1,728.320 190,115.20 164,853.140 18,133,845 080 SHOULDER RUMBLE STRIP STA 125.0000 216,250.00 79.790 9,973.75 1,771.270 221,408 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 081 JOINT SEAL (PREFORMED COMPRESSION) LF 2.2500 1,415,250.00 34,395.800 77,390.55 515,981.800 1,160,959 082 60" CAST-IN-DRILLED-HOLE CONCRETE LF 700.0000 119,000.00 161.000 112,700 PILE (SIGN FOUNDATION) 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 193,000.0000 193,000.00 1.000 193,000 084 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 147,300.00 491.000 147,300 (F) 085 STRUCTURAL CONCRETE, BRIDGE CY 700.0000 1,883,000.00 2,690.000 1,883,000 (F) 086 STRUCTURAL CONCRETE, RETAINING WALL CY 335.0000 1,108,850.00 3,310.000 1,108,850 (F) 087 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 214,500.00 286.000 214,500 (F) (TYPE N) 088 STRUCTURAL CONCRETE, BOX CULVERT CY 683.0000 2,267,560.00 3,320.000 2,267,560 089 STRUCTURAL CONCRETE, HEADWALL CY 1,200.0000 1,212,000.00 1,021.292 1,225,550 090 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 432,000.00 36.200 32,580.00 492.000 442,800 (F) 091 DRYSTACK ROCK TEXTURE SQFT 15.0000 178,440.00 11,896.000 178,440 (F) 092 JOINT SEAL (MR 2") LF 120.0000 30,840.00 257.000 30,840.00 257.000 30,840 093 BAR REINFORCING STEEL LB 1.0000 681,000.00 114,034.000 114,034 094 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 679,481.00 679,481.000 679,481 (F) 095 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 472,000.00 472,000.000 472,000 (F) 096 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 3.5000 50,400.00 14,400.000 50,400 WITH WALKWAY) 097 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.0000 14,400.00 14,400.000 14,400 WITH WALKWAY) 098 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 385,770.00 128,590.000 385,770 (F) 099 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 25,718.00 128,590.000 25,718 (F) 100 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 25.0000 40,250.00 1,610.000 40,250 101 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 25.0000 6,000.00 240.000 6,000 102 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 6,900.00 52.700 790.50 328.200 4,923 (0.063"-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 38,500.00 306.900 4,296.60 2,109.500 29,533 (0.080"-UNFRAMED) 104 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.5000 15,015.00 61.600 1,016.40 354.000 5,841 (0.080"-FRAMED) 105 METAL (BARRIER MOUNTED SIGN) LB 13.5000 7,155.00 530.000 7,155.00 530.000 7,155 106 ROADSIDE SIGN - ONE POST EA 225.0000 63,000.00 42.000 9,450.00 211.000 47,475 107 ROADSIDE SIGN - TWO POST EA 845.0000 28,730.00 4.000 3,380.00 20.000 16,900 108 INSTALL ROADSIDE SIGN EA 4,300.0000 8,600.00 2.000 8,600 (LAMINATED WOOD BOX POST) 109 PREPARE AND STAIN CONCRETE SQFT 2.4000 120,636.00 13,107.000 31,456.80 63,372.000 152,092 110 STAIN GALVANIZED SURFACES LS 55,000.0000 55,000.00 0.050 2,750.00 1.000 55,000 111 18" ALTERNATIVE PIPE CULVERT LF 62.0000 45,942.00 822.000 50,964 112 24" ALTERNATIVE PIPE CULVERT LF 55.0000 100,100.00 3,269.000 179,795 113 36" ALTERNATIVE PIPE CULVERT LF 67.0000 111,220.00 1,670.000 111,890 114 18" REINFORCED CONCRETE PIPE LF 112.0000 13,440.00 100.000 11,200.00 256.000 28,672 115 24" REINFORCED CONCRETE PIPE LF 97.0000 962,240.00 10,648.000 1,032,856 116 30" REINFORCED CONCRETE PIPE LF 117.0000 28,080.00 240.000 28,080 117 36" REINFORCED CONCRETE PIPE LF 109.0000 582,060.00 5,386.000 587,074 118 42" REINFORCED CONCRETE PIPE LF 145.0000 1,711,000.00 11,816.000 1,713,320 119 48" REINFORCED CONCRETE PIPE LF 200.0000 34,000.00 168.000 33,600 120 24" CORRUGATED STEEL PIPE (.138" THICK) LF 100.0000 600.00 36.000 3,600 121 8" DUCTILE IRON PIPE LF 140.0000 8,960.00 64.000 8,960 122 48" CORRUGATED STEEL PIPE RISER EA 300.0000 1,200.00 -3.000 -900.00 3.500 1,050 (.079" THICK) 123 48" CORRUGATED STEEL PIPE RISER LF 500.0000 500.00 3.250 1,625.00 3.250 1,625 (.109" THICK) 124 18" WELDED STEEL PIPE (.250" THICK) LF 170.0000 59,500.00 341.000 57,970 125 24" CONCRETE FLARED END SECTION EA 950.0000 39,900.00 51.000 48,450 126 30" CONCRETE FLARED END SECTION EA 1,260.0000 1,260.00 1.000 1,260 127 36" CONCRETE FLARED END SECTION EA 1,600.0000 12,800.00 8.000 12,800 128 42" CONCRETE FLARED END SECTION EA 2,200.0000 4,400.00 2.000 4,400 129 18" ALTERNATIVE FLARED END SECTION EA 150.0000 750.00 6.000 900 PROGRAM CAS145 PAGE 6 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 24" ALTERNATIVE FLARED END SECTION EA 200.0000 2,400.00 16.000 3,200 131 36" ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000 132 36" PRECAST CONCRETE PIPE INLET LF 350.0000 66,500.00 9.200 3,220.00 174.000 60,900 133 ROCK SLOPE PROTECTION CY 57.0000 498,180.00 2,198.200 125,297.40 8,980.400 511,882 (1/4 T, METHOD B) (CY) 134 ROCK SLOPE PROTECTION CY 195.0000 107,250.00 104.000 20,280.00 594.400 115,908 (LIGHT, METHOD B) (CY) 135 ROCK SLOPE PROTECTION CY 54.0000 259,740.00 1,263.400 68,223.60 4,809.700 259,723 (FACING, METHOD B) (CY) 136 CONCRETE (CHANNEL LINING) CY 340.0000 272,000.00 932.536 317,062 137 CONCRETED-ROCK SLOPE PROTECTION CY 160.0000 19,200.00 117.700 18,832.00 117.700 18,832 (1/4 T, METHOD B) (CY) 138 SLOPE PAVING(COBBLESTONE) SQFT 22.0000 219,164.00 9,962.000 219,164 139 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 8.5000 74,545.00 2,231.200 18,965.20 9,120.200 77,521 140 MINOR CONCRETE (MISCELLANEOUS CY 385.0000 639,100.00 98.578 37,952.53 1,622.211 624,551 CONSTRUCTION) 141 MISCELLANEOUS IRON AND STEEL LB 2.0000 49,800.00 16,901.000 33,802.00 25,519.000 51,038 142 FENCE (TYPE BW, METAL POST) LF 4.5000 75,600.00 17,709.500 79,692 143 CHAIN LINK FENCE (TYPE CL-6) LF 10.0000 718,000.00 465.000 4,650.00 69,921.000 699,210 144 FENCE(TYPE DESERT TORTOISE) LF 4.3000 395,600.00 343.000 1,474.90 97,474.300 419,139 145 15' GATEWAY(TYPE DESERT TORTOISE) EA 1,100.0000 18,700.00 10.000 11,000 146 15' WIRE MESH GATE EA 3,000.0000 6,000.00 0.000 0 147 4' CHAIN LINK GATE (TYPE CL-6) EA 1,300.0000 10,400.00 4.000 5,200.00 8.000 10,400 148 16' CHAIN LINK GATE (TYPE CL-6) EA 2,900.0000 8,700.00 1.000 2,900.00 4.000 11,600 149 SURVEY MONUMENT (TYPE D) EA 1,500.0000 121,500.00 0.000 0 150 CONCRETE BARRIER MARKER EA 11.0000 330.00 0.000 0 151 DELINEATOR (CLASS 1) EA 41.0000 32,800.00 560.000 22,960 152 MILEPOST MARKER EA 62.0000 1,116.00 17.000 1,054 153 OBJECT MARKER EA 62.0000 6,076.00 17.000 1,054 154 MIDWEST GUARDRAIL SYSTEM (WOOD POST) LF 25.0000 33,250.00 275.000 6,875.00 1,425.000 35,625 155 VEGETATION CONTROL (MINOR CONCRETE) SQYD 50.0000 67,000.00 82.700 4,135.00 1,957.868 97,893 156 CHAIN LINK RAILING (TYPE 7) LF 60.0000 37,080.00 618.000 37,080 (F) PROGRAM CAS145 PAGE 7 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 176.0000 109,120.00 620.000 109,120 (F) 158 DOUBLE MIDWEST GUARDRAIL SYSTEM LF 72.0000 14,400.00 200.000 14,400 (WOOD POST) 159 CABLE RAILING LF 15.0000 34,650.00 2,005.000 30,075 160 TRANSITION RAILING (TYPE WB-31) EA 3,200.0000 22,400.00 1.000 3,200.00 6.000 19,200 161 END CAP (TYPE A) EA 400.0000 800.00 2.000 800.00 3.000 1,200 162 END ANCHOR ASSEMBLY (TYPE SFT) EA 630.0000 8,190.00 3.000 1,890.00 14.000 8,820 163 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 21,000.00 3.000 9,000 164 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,800.0000 19,600.00 0.000 0 165 ALTERNATIVE CRASH CUSHION SYSTEM EA 22,000.0000 88,000.00 4.000 88,000.00 4.000 88,000 166 CONCRETE BARRIER (TYPE 736A) LF 105.0000 77,700.00 740.000 77,700 167 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 77,500.00 620.000 77,500 (F) 168 CONCRETE BARRIER (TYPE 736B) LF 145.0000 30,450.00 183.000 26,535.00 208.000 30,160 169 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 25,500.00 5,181.000 12,952 170 THERMOPLASTIC TRAFFIC STRIPE LF 0.1700 86,870.00 306,120.000 52,040 (SPRAYABLE) 171 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 8,440.00 8,280.000 8,280 172 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.1000 21,420.00 5,196.000 10,911 173 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 1.000 1,500 SYSTEM ELEMENTS DURING CONSTRUCTION 174 LIGHTING AND SIGN ILLUMINATION LS 825,000.0000 825,000.00 0.950 783,750 175 FLASHING BEACON SYSTEM LS 82,500.0000 82,500.00 0.200 16,500.00 0.900 74,250 176 TRAFFIC MONITORING STATION (LOCATION 1) LS 60,000.0000 60,000.00 0.100 6,000.00 0.900 54,000 177 TRAFFIC MONITORING STATION (LOCATION 2) LS 48,000.0000 48,000.00 0.100 4,800.00 0.900 43,200 178 TRAFFIC MONITORING STATION (LOCATION 3) LS 35,000.0000 35,000.00 0.400 14,000.00 0.900 31,500 179 TRAFFIC MONITORING STATION (LOCATION 4) LS 49,000.0000 49,000.00 0.900 44,100 180 MODIFY SIGNAL AND LIGHTING LS 38,000.0000 38,000.00 1.000 38,000 PROGRAM CAS145 PAGE 8 DATE 07/27/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-043514 TIME 08:58 AM ESTIMATE NO. 026 BID OPENING 11/14/14 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/17 R.E. NAME: SHAHIDI, SHAINE DATE OF THIS ESTIMATE 07/27/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,436,336.24 100,094,232.20 ADJUSTMENT OF COMPENSATION 35,262.20 783,216.92 EXTRA WORK 181,219.59 2,174,364.03 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,652,818.03 103,051,813.15 181 MOBILIZATION LS 11,180,000.0000 11,180,000.00 1.000 11,180,000 ORIGINAL CONTRACT AMOUNT 115,851,018.00 TOTAL WORK COMPLETED 4,652,818.03 114,231,813.15 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,000.00 -22,250.00 TOTAL 4,646,818.03 114,209,563.15 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 01/29/15 374 05/28/15 05/28/15 08/07/17 372 163 10 0 96% 97% PROGRESS IS SATISFACTORY SHAHIDI, SHAINE RESIDENT ENGINEER PROGRAM CAS145 DATE 07/27/17