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 02/23/17 EST. NO. 038 TIME 11:34 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 0595 1,805.87 E.W. @ F.A.(+) 122916 N 1828.0 0596 265.40 083116 N 1826.0 0597 7,833.24 070816 N 1834.0 0599 542.61 012417 N 1850.0 0600 714.65 071416 N 1423.0 0601 9,170.34 112216 N 1851.0 0602 318.75 010417 N 1857.0 0603 99.85 010417 N 1858.0 0604 239.06 010617 N 1861.0 0605 485.50 010717 N 1863.0 0606 1,086.95 011717 N 1864.0 0607 784.18 011717 N 1865.0 0608 221.12 011817 N 1866.0 0609 206.05 012417 N 1867.0 0610 705.64 012417 N 1868.0 0611 46.67 012517 N 1869.0 0612 512.22 012717 N 1871.0 0613 209.34 012817 N 1872.0 0614 773.16 020217 N 1873.0 0615 391.90 020117 N 1876.0 0616 362.66 013117 N 1882.0 0617 79.69 020117 N 1884.0 0618 105.16 020217 N 1886.0 0619 79.69 020317 N 1887.0 003 0022 962.00 E.W. @ U.P (+) 012617 N 1852.0 0023 750.00 012617 N 1888.0 005 0012 3,889.88 E.W. @ U.P (+) 120616 N 1815.0 0013 3,575.00 020717 N 1889.0 007 0112 959.92 E.W. @ F.A.(+) 121416 N 1761.0 0113 259.85 010517 N 1860.0 0114 481.49 012617 N 1870.0 0115 145.57 010317 N 1856.0 010 0047 609.92 E.W. @ F.A.(+) 020317 N 1875.0 016 0103 763.84 E.W. @ F.A.(+) 120916 N 1755.0 0104 824.61 101216 N 1877.0 0105 2,149.00 100616 N 1469.0 0106 1,207.41 101416 N 1481.0 0107 1,409.16 102116 N 1490.0 034 0027 2,884.36 E.W. @ F.A.(+) 093016 N 1879.0 045 0019 200.00 E.W. @ U.P (+) 011317 N 0019 0 0020 200.00 021417 N 0020 0 083 0003 318.34 E.W. @ F.A.(+) 092016 N 1419.5 086 0117 1,370.36 E.W. @ F.A.(+) 111916 N 1802.0 0122 248.20 110716 N 1814.0 0123 375.51 110216 N 1804.1 0124 313.43 110316 N 1805.1 0125 220.79 110416 N 1806.1 0126 1,515.76 110516 N 1807.1 0128 327.68 110816 N 1809.1 0129 227.68 110916 N 1810.1 0130 227.68 111016 N 1811.1 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 02/23/17 EST. NO. 038 TIME 11:34 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 --------------------------------------------------------------------------- 0131 4,873.67 111116 N 1812.1 0132 1,679.14 111216 N 1813.1 0133 3,914.92 111916 N 1827.0 0134 206.40 102216 N 1651.0 0135 51.61 102416 N 1652.0 0136 103.21 102516 N 1653.0 0137 103.21 102616 N 1654.0 0138 103.21 102716 N 1655.0 0139 103.21 102816 N 1656.0 0140 103.21 102916 N 1657.0 0141 51.60 103116 N 1658.0 0142 103.19 110116 N 1659.0 0143 77.40 110216 N 1660.0 0144 103.21 110316 N 1661.0 0145 116.10 110416 N 1662.0 0146 258.00 110516 N 1663.0 0147 64.51 110816 N 1665.0 0148 77.40 110916 N 1666.0 0149 90.30 111016 N 1667.0 0150 877.21 111116 N 1669.0 0151 490.20 111316 N 1670.0 0152 77.40 111416 N 1671.0 0153 103.21 111516 N 1672.0 0154 154.80 111616 N 1673.0 0155 265.29 111716 N 1674.0 0156 12.90 111816 N 1676.0 0157 425.70 111916 N 1677.0 68,047.35 TOTAL THIS ESTIMATE 1,537,569.42 TOTAL PREVIOUS ESTIMATE 1,605,616.77 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 02/23/17 EST. NO. 038 TIME 11:34 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 0.00 -12,250.00 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 0.00 -20,000.00 TOTAL DEDUCTIONS 0.00 -32,250.00 PROGRAM CAS145 PAGE 1 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 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 0.750 3,750 002 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 14.000 56,000.00 605.000 2,420,000 004 CONSTRUCTION AREA SIGNS LS 150,000.0000 150,000.00 0.050 7,500.00 0.550 82,500 005 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.020 15,000.00 0.640 480,000 006 TYPE I BARRICADE EA 75.0000 3,900.00 0.000 0 007 TYPE II BARRICADE EA 100.0000 900.00 5.000 500 008 TYPE III BARRICADE EA 150.0000 31,500.00 64.000 9,600 009 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 50,085.00 643.000 22,505 010 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 1,040.000 12,480.00 84,714.000 1,016,568 012 TEMPORARY CRASH CUSHION MODULE EA 200.0000 227,000.00 14.000 2,800.00 1,378.000 275,600 013 JOB SITE MANAGEMENT LS 200,000.0000 200,000.00 0.620 124,000 014 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 2.000 1,000.00 23.000 11,500 016 STORM WATER SAMPLING AND ANALYSIS DAY EA 100.0000 5,400.00 6.000 600.00 15.000 1,500 017 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 1.000 2,000 018 MOVE-IN/MOVE-OUT EA 400.0000 10,000.00 1.000 400.00 9.000 3,600 (TEMPORARY EROSION CONTROL) 019 TEMPORARY HYDRAULIC MULCH SQYD 0.1700 107,100.00 1,256.000 213.52 18,484.330 3,142 020 TEMPORARY COVER SQYD 1.0000 31,500.00 4,617.200 4,617 021 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 21,000.00 113.000 11,300 022 TEMPORARY FIBER ROLL LF 0.5000 142,000.00 117.000 58.50 32,047.000 16,023 PROGRAM CAS145 PAGE 2 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,015.000 3,015 024 TEMPORARY SILT FENCE LF 0.5000 52,000.00 180.000 90.00 9,524.000 4,762 025 TEMPORARY CONSTRUCTION ENTRANCE EA 600.0000 48,000.00 26.000 15,600 026 STREET SWEEPING LS 300,000.0000 300,000.00 0.020 6,000.00 0.640 192,000 027 TEMPORARY CONCRETE WASHOUT LS 100,000.0000 100,000.00 0.020 2,000.00 0.640 64,000 028 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 13,177.000 4,611 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 26,910.00 164,745.000 21,416 032 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 2.000 2,000 035 ABANDON MANHOLE EA 1,500.0000 6,000.00 1.000 1,500 036 ABANDON PIPELINE LF 10.0000 13,000.00 66.800 668.00 167.200 1,672 037 ABANDON SEWER PIPE LF 15.0000 4,350.00 291.000 4,365 038 REMOVE CHAIN LINK FENCE LF 4.0000 50,000.00 11,369.000 45,476 039 REMOVE BUS SHELTER EA 1,000.0000 4,000.00 3.000 3,000 040 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 84,700.00 28,845.000 10,095 041 REMOVE PAVEMENT MARKING SQFT 3.0000 3,120.00 1,462.000 4,386 042 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 18,175.000 5,452 044 REMOVE ROADSIDE SIGN EA 100.0000 18,100.00 60.000 6,000 045 REMOVE SIGN STRUCTURE (EA) EA 5,000.0000 125,000.00 17.000 85,000 046 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 14,367.000 14,367 048 REMOVE PIPE (LF) LF 20.0000 45,600.00 992.000 19,840 049 REMOVE REINFORCED CONCRETE BOX CULVERT LS 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000 (LS) PROGRAM CAS145 PAGE 3 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 35.000 35,000 051 REMOVE SEWER MANHOLE EA 2,000.0000 12,000.00 1.000 2,000.00 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 4,951.920 74,278 058 ADJUST INLET EA 1,500.0000 31,500.00 16.000 24,000 059 MODIFY MANHOLE EA 2,500.0000 5,000.00 3.000 7,500 060 REMOVE CONCRETE (CY) CY 300.0000 28,800.00 63.820 19,146 061 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 2,561.420 25,614 063 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 21,041.000 84,164 065 REMOVE CONCRETE BARRIER LF 7.0000 173,600.00 70.000 490.00 2,562.000 17,934 066 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 1.500 1,800.00 13.500 16,200 074 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 0.000 0 PROGRAM CAS145 PAGE 4 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 084 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 2,177.400 28,306.20 76,323.990 992,211 086 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 395,500.00 424.300 2,121.50 13,474.760 67,373 (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 86.100 6,457.50 1,822.040 136,653 (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 4,341.720 173,668 (AERIALLY DEPOSITED LEAD) 092 STRUCTURE EXCAVATION (AUSTIN VAULT) CY 30.0000 18,300.00 0.000 0 (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 1,624.000 121,800.00 5,100.550 382,541 (F) 095 STRUCTURE BACKFILL (RETAINING WALL) CY 100.0000 54,100.00 14.080 1,408.00 372.990 37,299 (F) 096 PERVIOUS BACKFILL MATERIAL (RETAINING CY 35.0000 15,400.00 182.610 6,391.35 182.610 6,391 WALL) 097 STRUCTURE BACKFILL (AUSTIN VAULT) CY 50.0000 9,700.00 0.000 0 (F) 098 DITCH EXCAVATION CY 40.0000 12,800.00 0.000 0 099 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 0.000 0 102 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.000 0 103 IRRIGATION SYSTEM LS 500,000.0000 500,000.00 0.032 16,000 PROGRAM CAS145 PAGE 5 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,011.100 45,499 (F) 105 WATER METER EA 8,000.0000 104,000.00 0.000 0 106 IRRIGATION SLEEVE LF 20.0000 24,800.00 300.000 6,000 107 10" CORRUGATED HIGH DENSITY LF 35.0000 39,550.00 166.000 5,810 POLYETHYLENE PIPE CONDUIT 108 CLASS 3 AGGREGATE BASE (CY) CY 23.0000 1,600,800.00 27,542.570 633,479 109 REPAIR UNDERLYING BASE CY 500.0000 160,000.00 1.000 500.00 1.000 500 110 LEAN CONCRETE BASE CY 85.0000 3,876,000.00 8,856.690 752,818 111 LEAN CONCRETE BASE RAPID SETTING CY 145.0000 130,500.00 55.210 8,005.45 1,108.600 160,747 112 SLURRY SEAL TON 2,500.0000 10,000.00 0.000 0 113 HOT MIX ASPHALT TON 81.0000 2,106,000.00 9,158.030 741,800 114 GEOSYNTHETIC PAVEMENT INTERLAYER SQFT 0.2000 8,220.00 74,103.470 14,820 (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 8.730 8,730 121 JOINTED PLAIN CONCRETE PAVEMENT CY 177.0000 12,531,600.00 4,878.590 863,510.43 10,114.750 1,790,310 122 JOINTED PLAIN CONCRETE PAVEMENT CY 275.0000 525,250.00 2,177.980 598,944 (RAPID STRENGTH CONCRETE) 123 SEAL PAVEMENT JOINT LF 3.0000 699,000.00 0.000 0 124 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 38.150 20,982 126 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 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,428.000 271,400 132 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 0.000 0 134 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 3,215,000.00 67,458.250 3,372,912 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 840,000.00 687.500 687,500 PILE (SIGN FOUNDATION) 137 PRESTRESSING CAST-IN-PLACE CONCRETE LS 125,000.0000 125,000.00 0.090 11,250.00 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 456,900.00 132.000 39,600.00 1,507.500 452,250 (F) 140 STRUCTURAL CONCRETE, BRIDGE CY 750.0000 2,381,250.00 2,730.800 2,048,100 (F) 141 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 2,355,500.00 79.500 27,825.00 4,383.280 1,534,148 142 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 57.000 28,500.00 277.000 138,500 (F) (TYPE N) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 600.0000 798,000.00 285.400 171,240 (F) (TYPE R) 145 STRUCTURAL CONCRETE, BOX CULVERT CY 500.0000 291,500.00 0.900 450.00 402.120 201,060 (F) 146 STRUCTURAL CONCRETE (AUSTIN VAULT) CY 500.0000 67,500.00 0.000 0 (F) 147 MINOR CONCRETE (MINOR STRUCTURE) CY 1,000.0000 394,000.00 13.560 13,560.00 225.460 225,460 (F) 148 MINOR CONCRETE (CONCRETE DRAIN) CY 1,000.0000 34,000.00 0.600 600 149 MINOR CONCRETE (BACKFILL) CY 100.0000 10,600.00 62.200 6,220 (F) 150 PAVING NOTCH EXTENSION CF 75.0000 64,650.00 13.100 982.50 185.100 13,882 (F) 151 DRILL AND BOND DOWEL LF 20.0000 65,340.00 34.000 680.00 2,876.000 57,520 (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 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 839,160.00 946,940.000 757,552 (F) 165 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 664,836.00 363,819.950 436,583 (F) 166 BAR REINFORCING STEEL (AUSTIN VAULT) LB 1.2500 39,398.75 0.000 0 (F) 167 BAR REINFORCING STEEL (BOX CULVERT) LB 1.2500 130,301.25 33,303.000 41,628 (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 0.000 0 (F) 171 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 93,500.00 0.000 0 (F) 172 FURNISH SIGN STRUCTURE (TRUSS) LB 2.5000 1,367,530.00 6,300.000 15,750 (F) 173 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 109,402.40 0.000 0 (F) 174 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 80,700.00 0.000 0 175 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 20,280.00 0.000 0 (0.063"-UNFRAMED) 176 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 22,920.00 0.000 0 (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 0.000 0 181 ROADSIDE SIGN - TWO POST EA 900.0000 14,400.00 0.000 0 182 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 3,400.00 0.000 0 METHOD) 183 SOUND WALL (MASONRY BLOCK) SQFT 15.0000 3,914,460.00 14,800.000 222,000.00 230,209.520 3,453,142 (F) 184 CLEAN AND PAINT STRUCTURAL STEEL LS 80,000.0000 80,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 289,250.00 109.700 7,130.50 1,095.800 71,227 186 24" REINFORCED CONCRETE PIPE LF 75.0000 907,500.00 34.600 2,595.00 9,990.300 749,272 187 30" REINFORCED CONCRETE PIPE LF 100.0000 27,000.00 150.000 15,000 188 18" CORRUGATED STEEL PIPE (.079" THICK) LF 85.0000 2,380.00 23.000 1,955 189 24" SLOTTED CORRUGATED STEEL PIPE LF 100.0000 108,000.00 0.000 0 (.079" THICK) 190 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 2,100.00 0.000 0 (AUSTIN VAULT) 191 6" PLASTIC PIPE UNDERDRAIN LF 15.0000 1,005.00 0.000 0 (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 96,250.00 117.000 64,350 (F) 198 GABION CY 600.0000 6,600.00 0.000 0 199 FILTER FABRIC (AUSTIN VAULT) SQYD 15.0000 1,650.00 0.000 0 200 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 0.000 0 202 MINOR CONCRETE (CURB) (TYPE A1-8) LF 20.0000 126,400.00 3,170.400 63,408 203 MINOR CONCRETE (CURB) (TYPE B4) LF 36.0000 15,120.00 0.000 0 204 MINOR CONCRETE (GUTTER) (CY) CY 450.0000 24,750.00 13.240 5,958.00 24.560 11,052 205 MINOR CONCRETE (CURB AND GUTTER) LF 22.0000 250,800.00 426.000 9,372.00 8,590.400 188,988 (TYPE A2-6) 206 MINOR CONCRETE (CURB AND GUTTER) LF 25.0000 105,250.00 3,548.240 88,706 (TYPE A2-8) 207 MINOR CONCRETE (CURB AND GUTTER) LF 25.0000 61,750.00 2,313.000 57,825 (TYPE B2-6) 208 MINOR CONCRETE (STAMPED CONCRETE) SQFT 8.5000 632,400.00 0.000 0 209 MINOR CONCRETE (SIDEWALK) CY 325.0000 500,500.00 347.370 112,895 210 MISCELLANEOUS IRON AND STEEL LB 1.5000 149,949.00 12,766.000 19,149 (F) 211 MINOR CONCRETE (CURB) (TYPE B4) EA 7,000.0000 63,000.00 8.000 56,000 PROGRAM CAS145 PAGE 9 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,000.00 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 0.000 0 (F) 215 TEMPORARY FENCE (TYPE CL-6) LF 11.0000 300,300.00 450.000 4,950.00 24,438.000 268,818 216 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 0.000 0 218 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 4,499.000 179,960 221 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 70.0000 14,770.00 0.000 0 (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 0.000 0 224 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,800.0000 25,200.00 0.000 0 225 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 2,200.00 0.000 0 226 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 227 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 100,000.00 0.000 0 228 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 0.000 0 231 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 0.000 0 233 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 261,360.00 124.660 9,972.80 2,333.970 186,717 (F) 238 CONCRETE BARRIER (TYPE 736SV-C MODIFIED) LF 90.0000 21,330.00 64.650 5,818 (F) PROGRAM CAS145 PAGE 10 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 53.000 6,095.00 1,805.200 207,598 (F) 240 CONCRETE BARRIER (TYPE 736A MODIFIED) LF 70.0000 491,120.00 340.250 23,817.50 4,037.050 282,593 (F) 241 CONCRETE BARRIER (TYPE 736S) LF 100.0000 275,000.00 2,096.540 209,654 (F) 242 CONCRETE BARRIER (TYPE 736SV) LF 150.0000 2,697,450.00 18,167.830 2,725,174 (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 0.000 0 (F) 247 CONCRETE BARRIER (TYPE 736A-S MODIFIED) LF 150.0000 24,000.00 4.000 600.00 160.000 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 0.000 0 (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 25,769.000 2,576 257 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2000 124,400.00 236,167.000 47,233 258 PAINT PAVEMENT MARKING (1-COAT) SQFT 1.8000 2,700.00 1,686.000 3,034 259 PAINT PAVEMENT MARKING (2-COAT) SQFT 2.2000 26,180.00 1,231.000 2,708 260 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 34,800.00 16,407.000 16,407 261 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 42,000.00 4,871.000 9,742 262 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 263 CHANGEABLE MESSAGE SIGN (LOCATION 73) LS 15,000.0000 15,000.00 0.000 0 264 COMMUNICATION SYSTEM ROUTING LS 1,500,000.0000 1,500,000.00 0.882 1,323,000 265 SPRINKLER CONTROL CONDUIT (BRIDGE) (LS) LS 70,000.0000 70,000.00 0.657 45,990 PROGRAM CAS145 PAGE 11 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.525 21,000 267 TEMPORARY MICROWAVE VEHICLE DETECTION LS 300,000.0000 300,000.00 0.978 293,400 SYSTEM 268 MODIFY TRAFFIC MONITORING STATION LS 110,000.0000 110,000.00 0.739 81,290 269 CLOSED CIRCUIT TELEVISION CAMERA LS 45,000.0000 45,000.00 0.000 0 (LOC SB 338) 270 CLOSED CIRCUIT TELEVISION CAMERA LS 55,000.0000 55,000.00 0.000 0 (LOC SB 341) 271 CLOSED CIRCUIT TELEVISION CAMERA LS 30,000.0000 30,000.00 0.000 0 (LOC SB 349) 272 CLOSED CIRCUIT TELEVISION CAMERA LS 50,000.0000 50,000.00 0.063 3,150 (LOC SB 376) 273 MODIFY RAMP METERING SYSTEM LS 650,000.0000 650,000.00 0.134 87,100 274 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 5,000.0000 5,000.00 0.000 0 275 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 30,000.0000 30,000.00 0.959 28,770 276 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.000 0 277 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 100,000.0000 100,000.00 0.000 0 278 MODIFY LIGHTING AND SIGN ILLUMINATION LS 3,000,000.0000 3,000,000.00 0.012 36,000.00 0.586 1,758,000 279 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 240,000.0000 240,000.00 0.241 57,840 280 MODIFY SIGNAL AND LIGHTING (LOCATON 6) LS 200,000.0000 200,000.00 0.175 35,000 281 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 250,000.0000 250,000.00 0.554 138,500 282 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 200,000.0000 200,000.00 0.010 2,000 283 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 300,000.0000 300,000.00 0.341 102,300 284 MODIFY SIGNAL AND LIGHTING (LOCATION 10) LS 200,000.0000 200,000.00 0.110 22,000 285 MODIFY SOFFIT LIGHTING LS 100,000.0000 100,000.00 0.592 59,200 286 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 0.000 0 290 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 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ 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 17.000 850.00 17.000 850 (F) 295 STRUCTURE BACKFILL (SOUND WALL) CY 100.0000 1,200.00 12.000 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 0.000 0 (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 0.000 0 PROGRAM CAS145 PAGE 13 DATE 02/23/17 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1170U4 TIME 11:34 AM ESTIMATE NO. 038 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 02/20/17 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 02/23/17 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,603,988.75 40,151,813.26 ADJUSTMENT OF COMPENSATION 0.00 44,061.15 EXTRA WORK 68,047.35 1,561,555.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,672,036.10 41,757,430.03 308 MOBILIZATION LS 8,800,000.0000 8,800,000.00 0.950 8,360,000 ORIGINAL CONTRACT AMOUNT 91,210,746.50 TOTAL WORK COMPLETED 1,672,036.10 50,117,430.03 MATERIALS ON HAND ON SITE 1,356,899.83 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -32,250.00 TOTAL 1,672,036.10 51,442,079.86 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 07/25/19 605 60 0 0 53% 50% PROGRESS IS SATISFACTORY PUNJABI, RAJ RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/17