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 08/22/18 EST. NO. 056 TIME 08:17 AM R.E. NAME: PUNJABI, RAJ 07-1170U4 --------------------------------------------------------------------------- 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 0773 496.91 E.W. @ F.A.(+) 112017 N 2473.0 0774 342.16 011018 N 2481.0 0775 436.41 011218 N 2482.0 0776 1,613.44 060518 N 2712.0 0777 945.51 060718 N 2713.0 0778 2,306.38 031518 N 2745.0 0779 1,676.18 032918 N 2746.0 0780 2,220.06 042718 N 2747.0 0781 1,333.66 060518 N 2749.0 0782 1,213.07 061418 N 2750.0 0783 113.17 041317 N 2079.0 0784 694.07 082917 N 2355.0 0785 899.08 083117 N 2360.0 0786 413.78 090517 N 2364.0 0787 429.13 092217 N 2376.0 0788 303.00 100517 N 2402.0 0789 325.99 101117 N 2405.0 0790 963.66 102517 N 2406.0 0791 415.13 102617 N 2408.0 0792 422.01 102717 N 2410.0 002 0008-1 -673.79 E.W. @ F.A.(+) 101614 N 0008 0 DAO CORRECTING ENTRY 0010-1 -1,122.85 100814 N 0010 0 DAO CORRECTING ENTRY 0011-1 -442.01 092314 N 0011 0 DAO CORRECTING ENTRY 0027-1 -4,114.47 010815 N 16 0 DAO CORRECTING ENTRY 0028-1 -936.52 010915 N 17 0 DAO CORRECTING ENTRY 0029-1 -1,841.76 011415 N 18 0 DAO CORRECTING ENTRY 0030-1 -879.79 012315 N 19 0 DAO CORRECTING ENTRY 0033-1 -3,686.64 021115 N 23 0 DAO CORRECTING ENTRY 0037-1 -1,019.57 022515 N 27 0 DAO CORRECTING ENTRY 0044-1 -1,626.88 040815 N 36 0 DAO CORRECTING ENTRY 0045-1 -510.79 041315 N 37 0 DAO CORRECTING ENTRY 0046-1 -913.06 041415 N 38 0 DAO CORRECTING ENTRY 0047-1 -1,052.21 041515 N 39 0 DAO CORRECTING ENTRY 0048-1 -1,052.21 041615 N 40 0 DAO CORRECTING ENTRY 0154 9,349.78 103017 N 2653.0 0155 4,238.51 110917 N 2656.0 003 0042 750.00 E.W. @ U.P (+) 050118 N 2762.0 007 0129-1 -766.01 E.W. @ F.A.(+) 010818 N 2480.0 DAO CORRECTING ENTRY 0129-2 383.01 010818 N 2480.0 DAO CORRECTING ENTRY 0130-1 -918.38 011918 N 2685.0 DAO CORRECTING ENTRY 0130-2 459.19 011918 N 2685.0 DAO CORRECTING ENTRY 0131-1 -787.65 030218 N 2689.0 DAO CORRECTING ENTRY 0131-2 393.83 030218 N 2689.0 DAO CORRECTING ENTRY 0132-1 -1,175.73 031618 N 2699.0 DAO CORRECTING ENTRY 0132-2 587.87 031618 N 2699.0 DAO CORRECTING ENTRY 0134 4,330.25 030718 N 2692.0 0135 5,007.84 030818 N 2758.0 0136 303.20 031218 N 2759.0 016 0111 442.01 E.W. @ F.A.(+) 092314 N 0011.1 027 0050 1,490.46 E.W. @ F.A.(+) 012318 N 2752.0 0053 1,626.88 040815 N 490023 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 08/22/18 EST. NO. 056 TIME 08:17 AM R.E. NAME: PUNJABI, RAJ 07-1170U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 082 0028 1,052.21 E.W. @ F.A.(+) 041515 N 39.1 0 0029 510.79 041315 N 37.1 0 0030 913.06 041415 N 38.1 0 0031 1,052.21 041615 N 40.1 0 0032 1,122.85 100814 N 0010.1 0033 936.52 010915 N 17.1 0 0034 673.79 101614 N 8.1 0 0035 1,841.76 011415 N 18.1 0 0036 4,114.47 010815 N 16.1 0 0037 3,686.64 021115 N 23.1 0 0038 1,019.57 022515 N 27.1 0 0039 879.79 012315 N 19.1 0 094 0006 1,344.30 E.W. @ F.A.(+) 041218 N 2761.0 102 0007 4,630.82 E.W. @ F.A.(+) 061317 N 2187.0 106 0006 3,768.20 E.W. @ F.A.(+) 012518 N 2760.0 0007 2,206.29 082917 N 2354.0 110 0008 3,255.49 E.W. @ F.A.(+) 081017 N 2292.0 0009 3,526.19 081017 N 2293.0 0010 7,753.11 081117 N 2295.0 0011 8,703.34 081117 N 2296.0 0012 6,212.62 081417 N 2340.0 0013 6,216.05 081517 N 2342.0 0014 2,145.16 081617 N 2344.0 0021 1,959.93 121817 N 2495.0 121 0012 3,114.00 E.W. @ F.A.(+) 020718 N 2756.0 0013 3,129.34 020818 N 2757.0 132 0003 1,410.84 E.W. @ F.A.(+) 062718 N 2742.0 100,584.65 TOTAL THIS ESTIMATE 2,834,230.07 TOTAL PREVIOUS ESTIMATE 2,934,814.72 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 08/22/18 EST. NO. 056 TIME 08:17 AM R.E. NAME: PUNJABI, RAJ 07-1170U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RESTAKE CHARGE SR180 -2,800.00 022 NONCMPLIANCE YELSTR -86,131.00 024 NONCMPLIANCE YELSTR 86,131.00 025 RESTAKE CHARGE SR198 -1,400.00 025 RESTAKE CHARGE SR203 -700.00 025 RESTAKE CHARGE SR221 -1,400.00 028 RESTAKE CHARGE SR222 -2,800.00 028 DEF MTRL ITEM#134 -350.00 029 RESTAKE SR 236&237 -2,800.00 030 25%WITHHOLD NON TIA -344,642.37 030 25%WITHHOLD NON TIA 344,642.37 031 SEC90-2.02 AGGRE DED -2,100.00 039 SEC. 9-1.07 -402,450.52 045 SEC.90-2.02 NONCOMPL -1,344.96 045 RET SEC 9-4.07 EST45 402,450.52 050 0.00 -15,694.96 LABOR COMPLIANCE VIOLATION VAR MISSING CPR'S -10,000.00 014 VAR MISSING CPR'S 10,000.00 016 MISSING OCT PAYROLLS -5,000.00 021 MISSING VAR CPRS -5,000.00 025 MISSING CPR'S -10,000.00 035 MISSING OCT PAYROLLS 5,000.00 039 MISSING VAR CPRS 5,000.00 039 MISSING CPR'S 10,000.00 040 CPR DECEMBER '17 -10,000.00 049 CPRDECEMBER '17 10,000.00 050 MARCH 18 VIOLATION -10,000.00 052 APRIL '18 -9,000.00 053 APRIL '18 9,000.00 054 MARCH 18 VIOLATION 10,000.00 054 MAY '18 -10,000.00 054 JUNE '18 -7,000.00 055 MAY '18 10,000.00 055 MSG CPR JULY2018 -7,000.00 056 -7,000.00 -14,000.00 TOTAL DEDUCTIONS -7,000.00 -29,694.96 PROGRAM CAS145 PAGE 1 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 LOCATION PROGRESS ESTIMATE 07-LA-10-33.2/37.2 ----------------- AMES CONSTRUCTION, INC. LA COUNTY IN CITY OF BALDWIN PARK 2000 AMES DRIVE AND WEST COVINA FROM PUENTE AVENUE BURNSVILLE, MN 55306 TO CITRUS STREET FED. AID NO. CMLN-6207(59) CONSTRUCT HOV LANES & SOUNDWALLS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 20,000.0000 20,000.00 0.250 5,000 003 TIME-RELATED OVERHEAD (WDAY) WDAY 4,000.0000 3,840,000.00 13.000 52,000.00 960.000 3,840,000 004 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 0.005 750.00 0.915 137,250 005 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.005 3,750.00 0.945 708,750 006 TYPE I BARRICADE EA 75.0000 3,900.00 38.000 2,850 007 TYPE II BARRICADE EA 100.0000 900.00 7.000 700 008 TYPE III BARRICADE EA 150.0000 31,500.00 105.000 15,750 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 50,085.00 940.000 32,900 010 TEMPORARY TERMINAL SECTION (TYPE K) EA 6,000.0000 12,000.00 0.000 0 011 TEMPORARY RAILING (TYPE K) LF 12.0000 1,968,000.00 95,939.000 1,151,268 012 TEMPORARY CRASH CUSHION MODULE EA 200.0000 227,000.00 1,842.000 368,400 013 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.005 1,000.00 0.925 185,000 014 PREPARE STORM WATER POLLUTION PREVENTION LS 5,000.0000 5,000.00 0.500 2,500 PLAN 015 RAIN EVENT ACTION PLAN EA 500.0000 55,000.00 32.000 16,000 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 5,400.00 19.000 1,900 017 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 3.000 6,000 018 MOVE-IN/MOVE-OUT EA 400.0000 10,000.00 15.000 6,000 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.1700 107,100.00 45,607.030 7,753 020 TEMPORARY COVER SQYD 1.0000 31,500.00 9,072.200 9,072 021 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 21,000.00 182.000 18,200 022 TEMPORARY FIBER ROLL LF 0.5000 142,000.00 38,227.000 19,113 PROGRAM CAS145 PAGE 2 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY GRAVEL BAG BERM LF 1.0000 18,000.00 3,406.000 3,406 024 TEMPORARY SILT FENCE LF 0.5000 52,000.00 9,729.000 4,864 025 TEMPORARY CONSTRUCTION ENTRANCE EA 600.0000 48,000.00 44.000 26,400 026 STREET SWEEPING LS 300,000.0000 300,000.00 0.005 1,500.00 0.925 277,500 027 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.005 500.00 0.905 90,500 028 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.3500 5,355.00 14,309.000 5,008 (HAZARDOUS WASTE) 029 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3500 24,710.00 17,304.000 6,056 STRIPE (HAZARDOUS WASTE) 030 ADL BURIAL LOCATION REPORT LS 5,000.0000 5,000.00 0.000 0 031 TREATED WOOD WASTE LB 0.1300 26,910.00 200,685.000 26,089 032 NOISE MONITORING LS 2,500.0000 2,500.00 0.000 0 033 CORE AND PRESSURE GROUT DOWEL LF 50.0000 58,000.00 1,166.700 58,335 034 ABANDON INLET EA 1,000.0000 15,000.00 14.000 14,000 035 ABANDON MANHOLE EA 1,500.0000 6,000.00 1.000 1,500 036 ABANDON PIPELINE LF 10.0000 13,000.00 916.700 9,167 037 ABANDON SEWER PIPE LF 15.0000 4,350.00 291.000 4,365 038 REMOVE CHAIN LINK FENCE LF 4.0000 50,000.00 11,494.000 45,976 039 REMOVE BUS SHELTER EA 1,000.0000 4,000.00 4.000 4,000 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 84,700.00 1,827.000 639.45 64,788.000 22,675 041 REMOVE PAVEMENT MARKING SQFT 3.0000 3,120.00 2,960.000 8,880 042 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 20,940.00 111,562.000 33,468 043 REMOVE PAVEMENT MARKER EA 0.3000 81,000.00 18,555.000 5,566 044 REMOVE ROADSIDE SIGN EA 100.0000 18,100.00 164.000 16,400 045 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 125,000.00 18.000 90,000 046 REMOVE ASPHALT CONCRETE PAVEMENT (CY) CY 50.0000 1,500.00 2.100 105 047 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 18,700.00 15,738.000 15,738 048 REMOVE PIPE (LF) LF 20.0000 45,600.00 1,158.000 23,160 049 REMOVE REINFORCED CONCRETE BOX CULVERT LS 1,000.0000 1,000.00 1.000 1,000 (LS) PROGRAM CAS145 PAGE 3 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE INLET EA 1,000.0000 38,000.00 43.000 43,000 051 REMOVE SEWER MANHOLE EA 2,000.0000 12,000.00 10.000 20,000 052 REMOVE RETAINING WALL (LF) LF 22.0000 140,580.00 6,389.810 140,575 053 REMOVE MASONRY WALL LF 25.0000 191,250.00 9,320.000 233,000 054 REMOVE SEWER PIPE LF 20.0000 23,800.00 204.000 4,080 055 REMOVE CONCRETE DECK SURFACE SQFT 100.0000 13,700.00 0.000 0 (F) 056 SALVAGE METAL BRIDGE RAILING LF 20.0000 2,600.00 0.000 0 057 SALVAGE METAL BEAM GUARD RAILING LF 15.0000 90,150.00 5,902.000 88,530 058 ADJUST INLET EA 1,500.0000 31,500.00 17.000 25,500 059 MODIFY MANHOLE EA 2,500.0000 5,000.00 3.000 7,500 060 REMOVE CONCRETE (CY) CY 300.0000 28,800.00 84.820 25,446 061 REMOVE CONCRETE CURB (LF) LF 10.0000 3,500.00 688.000 6,880 062 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 10.0000 32,700.00 26.600 266.00 3,516.140 35,161 063 REMOVE CONCRETE ISLAND (PORTIONS) (CY) CY 30.0000 9,000.00 210.000 6,300 064 REMOVE CONCRETE (CURB AND GUTTER) LF 4.0000 146,400.00 231.000 924.00 23,977.000 95,908 065 REMOVE CONCRETE BARRIER LF 7.0000 173,600.00 2,662.000 18,634 066 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.3500 40,887.70 0.000 0 067 REFINISH BRIDGE DECK SQFT 35.0000 7,595.00 0.000 0 068 FURNISH POLYESTER CONCRETE OVERLAY CF 180.0000 14,760.00 0.000 0 069 PLACE POLYESTER CONCRETE OVERLAY SQFT 6.0000 7,788.00 0.000 0 (F) 070 TREAT BRIDGE DECK SQFT 0.3500 40,433.40 8,000.000 2,800 (F) 071 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 102,880.00 0.000 0 (F) 072 REMOVE ROCK BLANKET SQYD 7.0000 8,610.00 940.000 6,580 073 CAP INLET EA 1,200.0000 49,200.00 27.000 32,400 074 SAND BACKFILL CY 75.0000 7,200.00 3.100 232 075 BRIDGE REMOVAL (PORTION), LOCATION A LS 40,000.0000 40,000.00 1.000 40,000 076 BRIDGE REMOVAL (PORTION), LOCATION B LS 18,000.0000 18,000.00 1.000 18,000 PROGRAM CAS145 PAGE 4 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 BRIDGE REMOVAL (PORTION), LOCATION C LS 100,000.0000 100,000.00 1.000 100,000 078 BRIDGE REMOVAL (PORTION), LOCATION D LS 65,000.0000 65,000.00 1.000 65,000 079 BRIDGE REMOVAL (PORTION), LOCATION E LS 145,000.0000 145,000.00 1.000 145,000 080 BRIDGE REMOVAL (PORTION), LOCATION F LS 50,000.0000 50,000.00 1.000 50,000 081 BRIDGE REMOVAL (PORTION), LOCATION G LS 60,000.0000 60,000.00 1.000 60,000 082 BRIDGE REMOVAL (PORTION), LOCATION H LS 55,000.0000 55,000.00 1.000 55,000 083 SALVAGE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500 084 CLEARING AND GRUBBING (LS) LS 200,000.0000 200,000.00 0.980 196,000 085 ROADWAY EXCAVATION CY 13.0000 2,639,000.00 254.380 3,306.94 132,881.360 1,727,457 086 ROADWAY EXCAVATION (TYPE Z-2) CY 10.0000 198,000.00 0.000 0 (AERIALLY DEPOSITED LEAD) 087 ROADWAY EXCAVATION (TYPE Y-1) CY 5.0000 395,500.00 32,610.860 163,054 (AERIALLY DEPOSITED LEAD) 088 STRUCTURE EXCAVATION (BRIDGE) CY 100.0000 655,600.00 6,556.000 655,600 (F) 089 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 171,525.00 2,098.120 157,359 (F) 090 STRUCTURE EXCAVATION (TYPE Z-2) CY 10.0000 32,300.00 0.000 0 (AERIALLY DEPOSITED LEAD) 091 STRUCTURE EXCAVATION (TYPE Y-1) CY 40.0000 512,000.00 4,672.330 186,893 (AERIALLY DEPOSITED LEAD) 092 STRUCTURE EXCAVATION (AUSTIN VAULT) CY 30.0000 18,300.00 690.000 20,700 (F) 093 SAND BED (AUSTIN VAULT) CY 80.0000 3,520.00 0.000 0 094 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 451,500.00 6,020.000 451,500 (F) 095 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 54,100.00 688.420 68,842 (F) 096 PERVIOUS BACKFILL MATERIAL (RETAINING CY 35.0000 15,400.00 307.600 10,766 WALL) 097 STRUCTURE BACKFILL (AUSTIN VAULT) CY 50.0000 9,700.00 274.000 13,700 (F) 098 DITCH EXCAVATION CY 40.0000 12,800.00 284.520 11,380 099 HIGHWAY PLANTING LS 275,000.0000 275,000.00 0.000 0 100 ROCK BLANKET SQYD 60.0000 44,400.00 430.000 25,800 101 MAINTAIN EXISTING PLANTED AREAS LS 20,000.0000 20,000.00 0.250 5,000 102 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0 103 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.167 83,500 PROGRAM CAS145 PAGE 5 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 3" SUPPLY LINE (BRIDGE) LF 45.0000 125,775.00 2,651.000 119,295 (F) 105 WATER METER EA 8,000.0000 104,000.00 2.000 16,000 106 IRRIGATION SLEEVE LF 20.0000 24,800.00 300.000 6,000 107 10" CORRUGATED HIGH DENSITY LF 35.0000 39,550.00 247.500 8,662.50 818.500 28,647 POLYETHYLENE PIPE CONDUIT 108 CLASS 3 AGGREGATE BASE (CY) CY 23.0000 1,600,800.00 1,160.770 26,697.71 55,893.110 1,285,541 109 REPAIR UNDERLYING BASE CY 500.0000 160,000.00 4.030 2,015.00 16.830 8,415 110 LEAN CONCRETE BASE CY 85.0000 3,876,000.00 3,204.730 272,402.05 34,012.180 2,891,035 111 LEAN CONCRETE BASE RAPID SETTING CY 145.0000 130,500.00 1,117.110 161,980 112 SLURRY SEAL TON 2,500.0000 10,000.00 0.000 0 113 HOT MIX ASPHALT TON 81.0000 2,106,000.00 1,278.630 103,569.03 23,707.010 1,920,267 114 GEOSYNTHETIC PAVEMENT INTERLAYER SQFT 0.2000 8,220.00 2,236.500 447.30 126,167.970 25,233 (PAVING FABRIC) 115 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 6,050.00 567.000 2,835 116 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 5.0000 8,000.00 0.000 0 117 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 6,050.00 0.000 0 118 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 1,200.00 0.000 0 119 PLACE HOT MIX ASPHALT SQYD 120.0000 1,920.00 0.000 0 (MISCELLANEOUS AREA) 120 TACK COAT TON 1,000.0000 22,000.00 3.700 3,700.00 30.330 30,330 121 JOINTED PLAIN CONCRETE PAVEMENT CY 177.0000 12,531,600.00 3,388.890 599,833.53 51,419.450 9,101,242 122 JOINTED PLAIN CONCRETE PAVEMENT CY 275.0000 525,250.00 2,181.900 600,022 (RAPID STRENGTH CONCRETE) 123 SEAL PAVEMENT JOINT LF 3.0000 699,000.00 10,249.000 30,747 124 SEAL ISOLATION JOINT LF 12.0000 464,400.00 10,899.000 130,788 125 CONCRETE PAVEMENT TRANSITION PANEL CY 550.0000 231,000.00 280.390 154,214 126 REPAIR SPALLED JOINTS, SQYD 30.0000 9,900.00 0.000 0 POLYESTER GROUT 127 JACKING SUPERSTRUCTURE LS 50,000.0000 50,000.00 1.000 50,000 128 FURNISH STEEL PILING (HP 14 X 89) LF 40.0000 126,520.00 3,163.000 126,520 (F) 129 DRIVE STEEL PILE (HP 14 X 89) EA 2,500.0000 160,000.00 64.000 160,000 (F) 130 28" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 120.0000 12,720.00 108.000 12,960 PROGRAM CAS145 PAGE 6 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 50.0000 274,000.00 6,061.750 303,087 132 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 65.0000 264,810.00 4,149.420 269,712 133 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 130.0000 5,200.00 40.500 5,265 134 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 3,215,000.00 68,991.500 3,449,575 PILING (SOUND WALL) 135 24" CAST-IN-DRILLED-HOLE CONCRETE LF 48.0000 22,080.00 523.500 25,128 PILING (SOUND WALL) 136 60" CAST-IN-DRILLED-HOLE CONCRETE LF 1,000.0000 840,000.00 711.500 711,500 PILE (SIGN FOUNDATION) 137 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 1.000 125,000 138 PRESTRESSING LS 125,000.0000 125,000.00 1.000 125,000 139 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 456,900.00 1,523.000 456,900 (F) 140 STRUCTURAL CONCRETE, BRIDGE CY 750.0000 2,381,250.00 3,053.300 2,289,975 (F) 141 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 2,355,500.00 5,610.130 1,963,545 142 AGGREGATE BASE (APPROACH SLAB) CY 200.0000 27,000.00 0.000 0 (F) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 259,500.00 527.000 263,500 (F) (TYPE N) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 798,000.00 1,021.820 613,092 (F) (TYPE R) 145 STRUCTURAL CONCRETE, BOX CULVERT CY 500.0000 291,500.00 516.730 258,365 (F) 146 STRUCTURAL CONCRETE (AUSTIN VAULT) CY 500.0000 67,500.00 135.000 67,500 (F) 147 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 394,000.00 373.690 373,690 (F) 148 MINOR CONCRETE (CONCRETE DRAIN) CY 1,000.0000 34,000.00 2.300 2,300 149 MINOR CONCRETE (BACKFILL) CY 100.0000 10,600.00 111.330 11,133 (F) 150 PAVING NOTCH EXTENSION CF 75.0000 64,650.00 476.770 35,757 (F) 151 DRILL AND BOND DOWEL LF 20.0000 65,340.00 2,925.000 58,500 (F) 152 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 40.0000 8,880.00 222.000 8,880 (F) 153 CLEAN EXPANSION JOINT LF 30.0000 7,740.00 0.000 0 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 160,000.00 15.200 152,000 BOX GIRDER (20'-30') 155 FURNISH PRECAST PRESTRESSED CONCRETE BOX EA 30,000.0000 420,000.00 13.600 408,000 GIRDER (70'-80') 156 FURNISH PRECAST PRESTRESSED CONCRETE EA 23,000.0000 230,000.00 9.500 218,500 BULB-TEE GIRDER (100'-110') 157 ERECT PRECAST PRESTRESSED CONCRETE EA 1,700.0000 17,000.00 10.000 17,000 GIRDER PROGRAM CAS145 PAGE 7 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 1,200.0000 36,000.00 30.000 36,000 (F) GIRDER 159 REFINISH CONCRETE SURFACE SQFT 10.0000 7,840.00 0.000 0 160 JOINT SEAL (MR 1/2") LF 50.0000 18,100.00 0.000 0 161 JOINT SEAL (MR 1") LF 55.0000 48,840.00 0.000 0 162 JOINT SEAL (MR 1 1/2") LF 80.0000 60,720.00 0.000 0 163 JOINT SEAL (TYPE AL) LF 100.0000 600.00 0.000 0 164 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 839,160.00 1,051,338.000 841,070 (F) 165 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 664,836.00 533,845.760 640,614 (F) 166 BAR REINFORCING STEEL (AUSTIN VAULT) LB 1.2500 39,398.75 31,519.000 39,398 (F) 167 BAR REINFORCING STEEL (BOX CULVERT) LB 1.2500 130,301.25 104,241.100 130,301 (F) 168 HEADED BAR REINFORCEMENT EA 30.0000 5,880.00 0.000 0 (F) 169 STRUCTURAL STEEL (BRIDGE) LB 15.0000 15,315.00 0.000 0 (F) 170 FURNISH STRUCTURAL STEEL (BRIDGE) LB 2.0000 374,000.00 187,000.000 374,000 (F) 171 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 93,500.00 187,000.000 93,500 (F) 172 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 1,367,530.00 37,272.000 93,180.00 501,044.000 1,252,610 (F) 173 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 109,402.40 58,756.000 11,751.20 397,599.000 79,519 (F) 174 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 80,700.00 2,598.000 38,970 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 20,280.00 332.250 3,987 (0.063"-UNFRAMED) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 22,920.00 413.200 4,958 (0.080"-UNFRAMED) 177 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 17.0000 5,100.00 0.000 0 (0.063"-FRAMED) 178 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 6,840.00 0.000 0 (0.080"-FRAMED) 179 METAL (BARRIER MOUNTED SIGN) LB 8.0000 68,160.00 0.000 0 180 ROADSIDE SIGN - ONE POST EA 350.0000 50,750.00 42.000 14,700 181 ROADSIDE SIGN - TWO POST EA 900.0000 14,400.00 1.000 900 182 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,400.00 3.000 300 METHOD) 183 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 3,914,460.00 259,738.440 3,896,076 (F) 184 CLEAN AND PAINT STRUCTURAL STEEL LS 80,000.0000 80,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 18" REINFORCED CONCRETE PIPE LF 65.0000 289,250.00 2.000 130.00 3,417.300 222,124 186 24" REINFORCED CONCRETE PIPE LF 75.0000 907,500.00 12,053.100 903,982 187 30" REINFORCED CONCRETE PIPE LF 100.0000 27,000.00 267.500 26,750 188 18" CORRUGATED STEEL PIPE (.079" THICK) LF 85.0000 2,380.00 27.800 2,363 189 24" SLOTTED CORRUGATED STEEL PIPE LF 100.0000 108,000.00 107.000 10,700 (.079" THICK) 190 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 2,100.00 140.000 2,100 (AUSTIN VAULT) 191 6" PLASTIC PIPE UNDERDRAIN LF 15.0000 1,005.00 67.000 1,005 (AUSTIN VAULT) 192 8" PLASTIC PIPE LF 50.0000 3,700.00 102.500 5,125 193 PERMEABLE MATERIAL (AUSTIN VAULT) CY 75.0000 2,625.00 0.000 0 194 8" VITRIFIED CLAY PIPE LF 130.0000 106,600.00 1,120.280 145,636 195 10" VITRIFIED CLAY PIPE LF 135.0000 71,550.00 0.000 0 196 ROCK SLOPE PROTECTION CY 190.0000 16,720.00 0.000 0 (FACING, METHOD B) (CY) 197 SLOPE PAVING (CONCRETE) CY 550.0000 96,250.00 221.280 121,704 (F) 198 GABION CY 600.0000 6,600.00 0.000 0 199 FILTER FABRIC (AUSTIN VAULT) SQYD 15.0000 1,650.00 110.000 1,650 200 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 15.0000 3,300.00 0.000 0 201 MINOR CONCRETE (CURB) (TYPE A1-6) LF 30.0000 1,680.00 162.300 4,869 202 MINOR CONCRETE (CURB) (TYPE A1-8) LF 20.0000 126,400.00 168.000 3,360.00 7,633.580 152,671 203 MINOR CONCRETE (CURB) (TYPE B4) LF 36.0000 15,120.00 288.000 10,368 204 MINOR CONCRETE (GUTTER) (CY) CY 450.0000 24,750.00 257.520 115,884 205 MINOR CONCRETE (CURB AND GUTTER) LF 22.0000 250,800.00 9,069.400 199,526 (TYPE A2-6) 206 MINOR CONCRETE (CURB AND GUTTER) LF 25.0000 105,250.00 6,402.190 160,054 (TYPE A2-8) 207 MINOR CONCRETE (CURB AND GUTTER) LF 25.0000 61,750.00 2,393.000 59,825 (TYPE B2-6) 208 MINOR CONCRETE (STAMPED CONCRETE) SQFT 8.5000 632,400.00 40,614.950 345,227 209 MINOR CONCRETE (SIDEWALK) CY 325.0000 500,500.00 26.310 8,550.75 713.780 231,978 210 MISCELLANEOUS IRON AND STEEL LB 1.5000 149,949.00 6,966.000 10,449.00 60,400.000 90,600 (F) 211 MINOR CONCRETE (CURB) (TYPE B4) EA 7,000.0000 63,000.00 8.000 56,000 PROGRAM CAS145 PAGE 9 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 MANHOLE FRAME AND COVER EA 1,000.0000 2,000.00 2.000 2,000 (F) 213 SEWER MANHOLE FRAME AND COVER EA 1,000.0000 9,000.00 8.000 8,000 214 MISCELLANEOUS METAL (AUSTIN VAULT) LB 8.0000 920.00 115.000 920 (F) 215 TEMPORARY FENCE (TYPE CL-6) LF 11.0000 300,300.00 24,998.000 274,978 216 CHAIN LINK FENCE (TYPE CL-6) LF 22.0000 7,920.00 0.000 0 217 4' CHAIN LINK GATE (TYPE CL-6) EA 750.0000 3,000.00 2.000 1,500 218 INSTALL MEDIAN MILEAGE PANEL EA 75.0000 3,000.00 0.000 0 219 VEGETATION CONTROL (MINOR CONCRETE) SQYD 60.0000 17,400.00 0.000 0 220 CHAIN LINK RAILING (MODIFIED) LF 40.0000 428,000.00 380.000 15,200.00 9,115.300 364,612 221 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 70.0000 14,770.00 211.000 14,770 (F) 222 CABLE RAILING LF 50.0000 57,000.00 751.000 37,550 (F) 223 TRANSITION RAILING (TYPE WB) EA 3,200.0000 32,000.00 8.000 25,600 224 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 25,200.00 5.000 14,000 225 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 4.000 8,800 226 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 227 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 1.000 50,000 228 CRASH CUSHION (REACT 9SCBS) EA 50,000.0000 50,000.00 0.000 0 229 CONCRETE BARRIER (TYPE 60P MODIFIED) LF 220.0000 88,000.00 0.000 0 230 CONCRETE BARRIER (TYPE 60) LF 90.0000 24,300.00 106.000 9,540 231 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 160.0000 35,200.00 0.000 0 232 CONCRETE BARRIER (TYPE 60C) LF 55.0000 82,500.00 1,061.000 58,355 233 CONCRETE BARRIER (TYPE 60D) LF 55.0000 25,300.00 0.000 0 234 CONCRETE BARRIER (TYPE 60G) LF 85.0000 1,419,500.00 0.000 0 235 CONCRETE BARRIER (TYPE 60GC) LF 68.0000 123,080.00 0.000 0 236 CONCRETE BARRIER (TYPE 60GA MODIFIED) LF 45.0000 73,080.00 0.000 0 (F) 237 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 80.0000 261,360.00 83.580 6,686.40 3,100.300 248,024 (F) 238 CONCRETE BARRIER (TYPE 736SV-C MODIFIED) LF 90.0000 21,330.00 226.350 20,371 (F) PROGRAM CAS145 PAGE 10 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CONCRETE BARRIER (TYPE 736B MODIFIED) LF 115.0000 1,083,760.00 184.000 21,160.00 5,932.590 682,247 (F) 240 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 70.0000 491,120.00 6,272.790 439,095 (F) 241 CONCRETE BARRIER (TYPE 736S) LF 100.0000 275,000.00 2,328.240 232,824 (F) 242 CONCRETE BARRIER (TYPE 736SV) LF 150.0000 2,697,450.00 18,060.790 2,709,118 (F) 243 CONCRETE BARRIER (TYPE 736SV MODIFIED) LF 130.0000 338,260.00 1,639.900 213,187 (F) 244 CONCRETE BARRIER (TYPE 736SV-S MODIFIED) LF 250.0000 161,250.00 729.680 182,420 (F) 245 CONCRETE BARRIER LF 250.0000 20,000.00 76.000 19,000 (F) (TYPE 736SV-S1 MODIFIED) 246 CONCRETE BARRIER (TYPE 736C MODIFIED) LF 120.0000 12,720.00 100.700 12,084 (F) 247 CONCRETE BARRIER (TYPE 736A-S MODIFIED) LF 150.0000 24,000.00 160.000 24,000 (F) 248 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 57,600.00 0.000 0 249 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.8000 48,880.00 0.000 0 250 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 17,095.00 0.000 0 (BROKEN 12-3) 251 THERMOPLASTIC PAVEMENT MARKING SQFT 2.2000 26,620.00 0.000 0 252 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 186.00 0.000 0 (BROKEN 6-1) 253 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 35,560.00 0.000 0 (BROKEN 36-12) 254 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.2800 7,588.00 2,289.000 640 (BROKEN 17-7) 255 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.6500 3,380.00 0.000 0 (BROKEN 36-12) 256 PAINT TRAFFIC STRIPE (1-COAT) LF 0.1000 3,760.00 75,418.000 7,541 257 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 124,400.00 7,769.000 1,553.80 308,561.000 61,712 258 PAINT PAVEMENT MARKING (1-COAT) SQFT 1.8000 2,700.00 3,284.000 5,911 259 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.2000 26,180.00 244.000 536.80 4,663.000 10,258 260 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 34,800.00 10,884.000 10,884 261 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 42,000.00 145.000 290.00 5,710.000 11,420 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.050 750.00 0.750 11,250 SYSTEM ELEMENTS DURING CONSTRUCTION 263 CHANGEABLE MESSAGE SIGN (LOCATION 73) LS 15,000.0000 15,000.00 0.940 14,100 264 COMMUNICATION SYSTEM ROUTING LS 1,500,000.0000 1,500,000.00 0.989 1,483,500 265 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 70,000.0000 70,000.00 0.960 67,200 PROGRAM CAS145 PAGE 11 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 ELECTRIC SERVICE (IRRIGATION) LS 40,000.0000 40,000.00 0.900 36,000 267 TEMPORARY MICROWAVE VEHICLE DETECTION LS 300,000.0000 300,000.00 1.000 300,000 SYSTEM 268 MODIFY TRAFFIC MONITORING STATION LS 110,000.0000 110,000.00 0.960 105,600 269 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 0.640 28,800 (LOC SB 338) 270 CLOSED CIRCUIT TELEVISION CAMERA LS 55,000.0000 55,000.00 0.591 32,505 (LOC SB 341) 271 CLOSED CIRCUIT TELEVISION CAMERA LS 30,000.0000 30,000.00 0.620 18,600 (LOC SB 349) 272 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 0.674 33,700 (LOC SB 376) 273 MODIFY RAMP METERING SYSTEM LS 650,000.0000 650,000.00 0.020 13,000.00 0.810 526,500 274 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 5,000.0000 5,000.00 1.000 5,000 275 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 30,000.0000 30,000.00 1.000 30,000 276 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.797 95,640 277 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 100,000.0000 100,000.00 0.150 15,000.00 0.700 70,000 278 MODIFY LIGHTING AND SIGN ILLUMINATION LS 3,000,000.0000 3,000,000.00 0.896 2,688,000 279 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 240,000.0000 240,000.00 0.893 214,320 280 MODIFY SIGNAL AND LIGHTING (LOCATON 6) LS 200,000.0000 200,000.00 0.827 165,400 281 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 250,000.0000 250,000.00 0.894 223,500 282 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 200,000.0000 200,000.00 0.020 4,000.00 0.840 168,000 283 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 300,000.0000 300,000.00 0.020 6,000.00 0.895 268,500 284 MODIFY SIGNAL AND LIGHTING (LOCATION 10) LS 200,000.0000 200,000.00 0.020 4,000.00 0.950 190,000 285 MODIFY SOFFIT LIGHTING LS 100,000.0000 100,000.00 0.955 95,500 286 SYSTEM TESTING AND DOCUMENTATION LS 5,000.0000 5,000.00 0.000 0 287 WORK AT SAN GABRIEL VALLEY HUB BUILDING LS 30,000.0000 30,000.00 0.000 0 288 WORK AT LOS ANGELES REGIONAL LS 10,000.0000 10,000.00 0.000 0 TRANSPORTATION MANAGEMENT CENTER 289 BUILDING WORK (PUENTE AVE PUMPING PLANT) LS 400,000.0000 400,000.00 0.550 220,000 290 BUILDING WORK (AZUSA AVE PUMPING PLANT) LS 20,000.0000 20,000.00 0.250 5,000 291 BUILDING WORK LS 110,000.0000 110,000.00 0.900 99,000 (WEST COVINA PKWY PUMPING PLANT) 292 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 REMOVE CONCRETE RAILING LF 8.0000 9,520.00 1,190.000 9,520 294 STRUCTURE EXCAVATION (SOUND WALL) CY 50.0000 850.00 17.000 850 (F) 295 STRUCTURE BACKFILL (SOUND WALL) CY 100.0000 1,200.00 12.000 1,200 (F) 296 ARCHITECTURAL TEXTURE SQFT 100.0000 84,600.00 803.700 80,370 297 STRUCTURAL CONCRETE CY 500.0000 4,000.00 0.000 0 (F) 298 STRUCTURAL CONCRETE, SOUND WALL CY 1,200.0000 12,000.00 12.000 14,400 (F) 299 BAR REINFORCING STEEL LB 1.2500 6,125.00 4,900.000 6,125 (F) 300 BAR REINFORCING STEEL (SOUND WALL) LB 0.6000 48,948.00 26,559.600 15,935 (F) 301 PREPARE AND PAINT CONCRETE SQFT 10.0000 4,230.00 0.000 0 302 WEST COVINA CIVIC CENTER SIGN EA 10,000.0000 20,000.00 0.000 0 303 ANTI-GRAFFITI COATING SQFT 3.0000 2,538.00 0.000 0 (F) 304 15" VITRIFIED CLAY PIPE LF 170.0000 16,150.00 97.000 16,490 305 HANDRAILING LF 250.0000 175,000.00 0.000 0 306 CRASH CUSHION (ALTERNATIVE) EA 32,000.0000 224,000.00 0.000 0 307 CRASH CUSHION (SCI-70 GM SMART CUSHION) EA 28,000.0000 476,000.00 2.000 56,000 PROGRAM CAS145 PAGE 13 DATE 08/22/18 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 08:17 AM ESTIMATE NO. 056 BID OPENING 12/19/13 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/18 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 08/22/18 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,297,561.46 64,989,054.98 ADJUSTMENT OF COMPENSATION 0.00 68,161.36 EXTRA WORK 100,584.65 2,866,653.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,398,146.11 67,923,869.70 308 MOBILIZATION LS 8,800,000.0000 8,800,000.00 1.000 8,800,000 ORIGINAL CONTRACT AMOUNT 91,210,746.50 TOTAL WORK COMPLETED 1,398,146.11 76,723,869.70 MATERIALS ON HAND ON SITE -23,848.88 259,821.57 DEDUCTIONS -7,000.00 -29,694.96 TOTAL 1,367,297.23 76,953,996.31 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 02/27/14 1210 06/16/14 06/16/14 08/14/19 960 74 0 0 79% 79% PROGRESS IS SATISFACTORY DEF TIME ON CCOS & TIA PUNJABI, RAJ RESIDENT ENGINEER PROGRAM CAS145 DATE 08/22/18