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 01/22/15 EST. NO. 024 TIME 08:46 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-0E6134 --------------------------------------------------------------------------- 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 0004 3,819.76 E.W. @ F.A.(+) 070813 N 0004.0 0015-1 -203.62 062813 N 5009.0 DAO CORRECTING ENTRY 0015-2 407.24 062813 N 5009.0 DAO CORRECTING ENTRY 0016-1 -274.51 070113 N 5010.0 DAO CORRECTING ENTRY 0016-2 549.03 070113 N 5010.0 DAO CORRECTING ENTRY 0017-1 -279.26 070213 N 5011.0 DAO CORRECTING ENTRY 0017-2 558.52 070213 N 5011.0 DAO CORRECTING ENTRY 0018-1 -310.96 070913 N 5012.0 DAO CORRECTING ENTRY 0018-2 621.92 070913 N 5012.0 DAO CORRECTING ENTRY 0019-1 -308.19 071013 N 5013.0 DAO CORRECTING ENTRY 0019-2 616.38 071013 N 5013.0 DAO CORRECTING ENTRY 0020-1 -273.97 071113 N 5014.0 DAO CORRECTING ENTRY 0020-2 547.75 071113 N 5014.0 DAO CORRECTING ENTRY 0021-1 -377.18 071213 N 5015.0 DAO CORRECTING ENTRY 0021-2 788.59 071213 N 5015.0 DAO CORRECTING ENTRY 0022-1 -343.62 051413 N 5024.0 DAO CORRECTING ENTRY 0022-2 593.93 051413 N 5024.0 DAO CORRECTING ENTRY 0023-1 -275.16 060613 N 5025.0 DAO CORRECTING ENTRY 0023-2 550.31 060613 N 5025.0 DAO CORRECTING ENTRY 0035-1 -344.06 081313 N 5061.0 DAO CORRECTING ENTRY 0035-2 172.03 081313 N 5061.0 DAO CORRECTING ENTRY 0036 563.38 080613 N 5062.0 0037 352.94 080813 N 5063.0 0038 189.66 080913 N 5064.0 0040 460.84 081313 N 5066.0 0041 221.27 081413 N 5067.0 0042 221.27 081513 N 5068.0 0043 86.45 082813 N 5069.0 0048 317.68 092513 N 5074.0 0049 317.68 093013 N 5075.0 0050 273.79 100113 N 5076.0 0054 802.93 120313 N 0022.0 0071-1 -587.54 012114 N 5148.0 DAO CORRECTING ENTRY 0071-2 483.97 012114 N 5148.0 DAO CORRECTING ENTRY 0072-1 -587.54 012214 N 5149.0 DAO CORRECTING ENTRY 0072-2 483.97 012214 N 5149.0 DAO CORRECTING ENTRY 0073-1 -251.80 012314 N 5150.0 DAO CORRECTING ENTRY 0073-2 207.42 012314 N 5150.0 DAO CORRECTING ENTRY 0074-1 -563.53 012814 N 5151.0 DAO CORRECTING ENTRY 0074-2 474.76 012814 N 5151.0 DAO CORRECTING ENTRY 0075-1 -459.50 012914 N 5152.0 DAO CORRECTING ENTRY 0075-2 341.14 012914 N 5152.0 DAO CORRECTING ENTRY 0076-1 -392.15 020514 N 5153.0 DAO CORRECTING ENTRY 0076-2 273.79 020514 N 5153.0 DAO CORRECTING ENTRY 0077-1 -220.59 021914 N 5154.0 DAO CORRECTING ENTRY 0077-2 154.01 021914 N 5154.0 DAO CORRECTING ENTRY 0079-1 -245.10 022114 N 5156.0 DAO CORRECTING ENTRY 0079-2 171.12 022114 N 5156.0 DAO CORRECTING ENTRY 0080-1 -119.78 120413 N 5133.0 DAO CORRECTING ENTRY 0080-2 239.57 120413 N 5133.0 DAO CORRECTING ENTRY 0095 136.89 031214 N 5195.0 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 01/22/15 EST. NO. 024 TIME 08:46 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-0E6134 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0098 714.68 071814 N 0052.0 0109-1 -265.40 062214 N 5260.0 DAO CORRECTING ENTRY 0109-2 237.80 062214 N 5260.0 DAO CORRECTING ENTRY 0112-1 -464.98 062614 N 5263.0 DAO CORRECTING ENTRY 0112-2 404.86 062614 N 5263.0 DAO CORRECTING ENTRY 0114 2,756.85 061014 Y 0054.0 0116 2,301.81 062514 Y 0056.0 0121 2,172.87 081514 N 0057.0 0123 595.60 081814 Y 0059.0 0139 137.92 091214 N 5368.0 0153-1 -1,175.71 081414 N 5329.0 DAO CORRECTING ENTRY 0153-2 1,055.46 081414 N 5329.0 DAO CORRECTING ENTRY 0161 621.98 090514 N 0062.0 0162 689.56 081114 N 0066.0 0163 269.16 082714 N 0067.0 0164 374.18 091914 N 0068.0 0165 334.13 102114 N 0069.0 0167 974.09 091814 Y 0073.0 0168 593.42 092214 Y 0074.0 0172 583.43 100914 Y 0078.0 0173 561.86 101014 Y 0079.0 0174 1,635.67 101314 Y 0080.0 0175 330.34 112614 Y 0081.0 0178 68.21 091214 Y 0071.0 008 0002 1,238.85 E.W. @ F.A.(+) 052213 N 5028.0 013 0005 814.28 E.W. @ F.A.(+) 020714 Y 0083.0 0006 249.73 090814 Y 0084.0 0007 945.08 100614 Y 0085.0 0008 409.28 100714 Y 0086.0 0009 499.47 101714 Y 0087.0 020 0003 1,165.42 E.W. @ F.A.(+) 091214 Y 0072.0 021 0001 13,005.87 E.W. @ L.S.(+) 011615 N 0001 0 028 0001 2,032.51 E.W. @ F.A.(+) 081913 N 5080.0 032 0016 366.33 E.W. @ F.A.(+) 090814 Y 0090.0 0017 616.66 111314 Y 0091.0 037 0003 1,296.83 E.W. @ F.A.(+) 092214 Y 0093.0 041 0002 3,656.07 E.W. @ F.A.(+) 060614 N 0063.0 0003 1,454.68 080614 N 0064.0 043 0001 1,876.62 E.W. @ L.S.(+) 071014 N 0001 0 045 0001 2,343.76 E.W. @ L.S.(+) 111414 N 0001 0 57,061.16 TOTAL THIS ESTIMATE 1,377,797.15 TOTAL PREVIOUS ESTIMATE 1,434,858.31 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 01/22/15 EST. NO. 024 TIME 08:46 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-0E6134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGG NON COMPLIANCE -484.00 011 LATE COZEEP CANCEL -400.00 018 OUT OF STATE INSPECT -5,000.00 018 LATE SWPPP -15,000.00 020 LACK OF LIGHTING -5,000.00 021 SWPPP NON COMPLIANCE -20,000.00 021 LACE OF LIGHTING 5,000.00 022 LATE SWPPP REPORTS 15,000.00 022 SWPPP 20,000.00 022 OUT OF STATE INSPECT -5,000.00 023 MISSING CEM-4401 -10,000.00 024 -10,000.00 -20,884.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 007 MISSING PAYROLLS -10,000.00 008 MISSING PAYROLLS -10,000.00 009 MISSING PAYROLLS -1,000.00 011 MISSING PAYROLLS -2,500.00 012 REC'ED PAYROLLS 10,000.00 012 MISSING PAYROLLS -1,000.00 013 MISSING PAYROLLS -1,000.00 014 REC'ED PAYROLLS#8 10,000.00 015 REC'ED ALL PAYROLLS 15,500.00 016 MISSING PAYROLLS -2,500.00 021 MISSING PAYROLLS -10,000.00 022 0.00 -12,500.00 TOTAL DEDUCTIONS -10,000.00 -33,384.00 PROGRAM CAS145 PAGE 1 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 LOCATION PROGRESS ESTIMATE 10-SJ-99-6.9/10.6 ----------------- BAY CITIES/MYERS JV IN SAN JOAQUIN COUNTY IN AND NEAR P O BOX 2948 MANTECA FROM 0.2 MILE NORTH OF RANCHO CORDOVA CA 957412948 YOSEMITE AVE UC TO 0.9 MILE SOUTH OF FRENCH CAMP ROAD UC FED. AID NO. N O N E LATHROP INTERCHANGE (PHASE 3) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 7,500.0000 7,500.00 0.020 150.00 0.950 7,125 002 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.960 57,600 003 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 2.0000 90,800.00 5,375.000 10,750 005 TEMPORARY SILT FENCE LF 2.0000 59,400.00 1,627.000 3,254 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 14,000.00 7.000 14,000 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,955.0000 17,595.00 24.000 46,920 008 TEMPORARY CHECK DAM LF 2.5000 2,625.00 75.000 187 009 MOVE-IN/MOVE-OUT EA 750.0000 9,000.00 5.000 3,750 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 14,520.00 42.000 6,930 011 STREET SWEEPING LS 10,920.0000 10,920.00 0.900 9,828 012 TEMPORARY HYDRAULIC MULCH SQYD 0.2000 40,800.00 10,648.000 2,129 013 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 014 TIME-RELATED OVERHEAD (WDAY) WDAY 3,600.0000 1,080,000.00 4.000 14,400.00 404.000 1,454,400 015 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.850 34,000 016 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.900 90,000 017 TYPE III BARRICADE EA 60.0000 6,000.00 75.000 4,500 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6000 7,930.00 1,310.000 3,406 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6300 60,039.00 74,366.000 46,850 020 CHANNELIZER (SURFACE MOUNTED) EA 29.0000 20,880.00 185.000 5,365 021 TEMPORARY PAVEMENT MARKER EA 5.0000 3,450.00 386.000 1,930 022 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,600.0000 33,600.00 0.930 31,248 PROGRAM CAS145 PAGE 2 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) LF 6.0000 159,600.00 7,490.000 44,940.00 27,310.000 163,860 024 TEMPORARY CRASH CUSHION MODULE EA 300.0000 45,000.00 53.000 15,900 025 ALTERNATIVE TEMPORARY CRASH CUSHION EA 11,240.0000 22,480.00 2.000 22,480.00 11.000 123,640 026 TEMPORARY TRAFFIC SCREEN LF 1.4500 38,570.00 0.000 0 027 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 8,370.00 0.000 0 STRIPE (HAZARDOUS WASTE) 028 ABANDON CULVERT (LF) LF 5.7500 11,672.50 1,755.100 10,091 029 ABANDON INLET EA 430.0000 3,010.00 1.000 430.00 7.000 3,010 030 ABANDON MANHOLE EA 515.0000 2,060.00 3.000 1,545.00 7.000 3,605 031 ABANDON PIPELINE LF 7.8500 32,499.00 450.000 3,532.50 4,196.000 32,938 032 REMOVE MASONRY FENCE LF 9.0000 4,860.00 186.000 1,674 033 REMOVE WOOD FENCE LF 3.6000 4,572.00 0.000 0 034 REMOVE CHAIN LINK FENCE LF 2.0000 21,000.00 10,040.000 20,080 035 REMOVE GATE EA 175.0000 525.00 1.000 175 036 REMOVE ELECTRIC GATE EA 500.0000 1,000.00 2.000 1,000 037 REMOVE METAL BEAM GUARD RAILING LF 7.0000 13,860.00 1,637.000 11,459 038 REMOVE IRRIGATION FACILITY LS 2,500.0000 2,500.00 1.000 2,500 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5500 11,110.00 780.000 429.00 32,483.000 17,865 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,170.00 210.000 630 041 REMOVE PAVEMENT MARKER EA 2.1000 5,313.00 1,129.000 2,370 042 REMOVE ROADSIDE SIGN EA 90.0000 10,350.00 21.000 1,890 043 REMOVE FLAG POLE EA 475.0000 950.00 0.000 0 044 REMOVE SIGN STRUCTURE (EA) EA 4,000.0000 4,000.00 2.000 8,000 045 REMOVE CULVERT (LF) LF 29.5000 6,490.00 31.000 914.50 208.200 6,141 046 REMOVE PIPE (LF) LF 42.0000 28,560.00 122.000 5,124.00 798.000 33,516 047 REMOVE PIPE (ASBESTOS CEMENT PIPE) LF 28.0000 14,560.00 18.000 504.00 18.000 504 048 REMOVE INLET EA 285.0000 1,140.00 3.000 855 049 REMOVE HEADWALL EA 2,100.0000 2,100.00 1.000 2,100 PROGRAM CAS145 PAGE 3 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE BASE AND SURFACING CY 16.4500 92,120.00 4,596.700 75,615.72 5,600.000 92,120 051 RESET MAILBOX EA 300.0000 900.00 0.000 0 052 RELOCATE ROADSIDE SIGN EA 200.0000 3,400.00 1.000 200 053 ADJUST FRAME AND COVER TO GRADE EA 500.0000 500.00 0.000 0 054 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.3000 101,920.00 782.000 1,016.60 2,643.000 3,435 055 REMOVE CONCRETE PAVEMENT CY 27.0000 11,340.00 0.000 0 056 REMOVE CONCRETE CURB (LF) LF 3.9000 15,678.00 892.000 3,478 057 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 3.3500 1,976.50 495.780 1,660 058 REMOVE CONCRETE VALLEY GUTTER LF 5.6500 1,977.50 49.000 276.85 526.000 2,971 059 REMOVE CONCRETE (CURB AND GUTTER) LF 5.4000 14,094.00 3,459.000 18,678 060 REMOVE PARKING BUMPER EA 9.0000 288.00 0.000 0 (PRECAST CONCRETE) 061 REMOVE CONCRETE BARRIER (TYPE K) LF 2.0000 20,400.00 4,420.000 8,840 062 REMOVE CRASH CUSHION (SAND FILLED) EA 700.0000 1,400.00 2.000 1,400 063 BRIDGE REMOVAL, LOCATION A LS 62,000.0000 62,000.00 1.000 62,000 064 BRIDGE REMOVAL, LOCATION B LS 65,000.0000 65,000.00 1.000 65,000 065 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 0.950 142,500 066 ROADWAY EXCAVATION CY 4.5000 1,039,500.00 4,999.000 22,495.50 235,999.000 1,061,995 067 LEAD COMPLIANCE PLAN LS 2,310.0000 2,310.00 1.000 2,310 068 SHOULDER BACKING TON 31.0000 9,610.00 0.000 0 069 STRUCTURE EXCAVATION (BRIDGE) CY 65.0000 63,635.00 979.000 63,635 (F) 070 STRUCTURE EXCAVATION (RETAINING WALL) CY 13.0000 18,980.00 1,417.000 18,421 071 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 50,850.00 678.000 50,850 (F) 072 STRUCTURE BACKFILL (SLURRY CEMENT) CY 91.0000 15,470.00 164.000 14,924 073 STRUCTURE BACKFILL (RETAINING WALL) CY 47.1500 121,175.50 2,337.000 110,189 074 PERVIOUS BACKFILL MATERIAL (RETAINING CY 82.1500 36,146.00 246.000 20,208 WALL) 075 SAND BACKFILL CY 85.0000 91,800.00 15.380 1,307.30 1,032.800 87,788 076 CONCRETE BACKFILL CY 90.0000 630.00 6.500 585.00 6.500 585 PROGRAM CAS145 PAGE 4 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 IMPORTED BORROW (CY) CY 3.6500 386,900.00 106,000.000 386,900 078 WEED CONTROL MAT (RUBBER) SQYD 48.0000 26,400.00 298.000 14,304.00 298.000 14,304 079 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 7,200.00 2.000 1,200 080 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,000.0000 129,000.00 5.000 15,000.00 27.300 81,900 081 12" CORRUGATED HIGH DENSITY LF 37.5000 73,875.00 478.800 17,955 POLYETHYLENE PIPE CONDUIT 082 CLASS 2 AGGREGATE SUBBASE CY 76.2500 30,500.00 51.330 3,913.91 324.820 24,767 083 CLASS 2 AGGREGATE BASE (CY) CY 25.3000 1,340,900.00 46,958.800 1,188,057 084 HOT MIX ASPHALT TON 72.0000 3,902,400.00 11,510.280 828,740.16 51,810.690 3,730,369 085 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TON 86.0000 826,460.00 0.000 0 086 RUMBLE STRIP STA 39.0000 10,920.00 0.000 0 087 DATA CORE LS 13,000.0000 13,000.00 0.000 0 088 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 310.00 0.000 0 089 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 2,900.00 0.000 0 090 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 1,400.00 0.000 0 091 PLACE HOT MIX ASPHALT SQYD 16.0000 2,080.00 669.000 10,704 (MISCELLANEOUS AREA) 092 TACK COAT TON 936.0000 68,328.00 5.890 5,513.04 5.890 5,513 093 FURNISH PILING (CLASS 140) ALTERNATIVE X LF 10.0000 42,800.00 4,280.000 42,800 094 DRIVE PILE (CLASS 140) ALTERNATIVE X EA 2,500.0000 225,000.00 90.000 225,000 095 FURNISH PILING (CLASS 200) ALTERNATIVE X LF 10.0000 32,130.00 3,213.000 32,130 096 DRIVE PILE (CLASS 200) ALTERNATIVE X EA 2,500.0000 135,000.00 54.000 135,000 097 16" CAST-IN-DRILLED-HOLE CONCRETE LF 78.0000 234,780.00 3,069.500 239,421 PILING (SOUND WALL) 098 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 2,200.00 20.500 2,255 PILING (SOUND WALL) 099 PRESTRESSING CAST-IN-PLACE CONCRETE LS 140,000.0000 140,000.00 1.000 140,000 100 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 88,500.00 295.000 88,500 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 1,328,090.00 2,234.000 1,318,060 (F) 102 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 342,300.00 962.000 336,700 (F) 103 STRUCTURAL CONCRETE, SOUND WALL CY 1,500.0000 7,500.00 5.000 7,500 PROGRAM CAS145 PAGE 5 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, APPROACH SLAB CY 750.0000 40,500.00 54.000 40,500 (F) (TYPE EQ) 105 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 192,000.00 227.440 170,580 (F) 106 PILASTER CY 650.0000 66,950.00 100.000 65,000 (F) 107 ARCHITECTURAL TREATMENT (BRICK TEXTURE) SQFT 60.0000 28,200.00 352.500 21,150 (F) 108 FLEXIBLE EXPANSION JOINT EA 14,000.0000 28,000.00 2.000 28,000 109 SOUND WALL (MASONRY BLOCK) SQFT 19.0000 290,320.00 0.000 0 (F) 110 JOINT SEAL (MR 2") LF 80.0000 15,600.00 0.000 0 111 BAR REINFORCING STEEL (BRIDGE) LB 1.0000 541,105.00 541,105.000 541,105 (F) 112 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 138,080.70 153,423.000 138,080 (F) 113 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 331,740.00 92,150.000 331,740 (F) 114 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 18,430.00 92,150.000 18,430 (F) 115 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 24,360.00 870.000 24,360 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 5,830.00 180.250 1,982 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,800.00 29.500 354 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 728.00 26.500 371 (0.063"-FRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,480.00 71.500 1,144 (0.080"-FRAMED) 120 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 710.0000 92,300.00 125.000 88,750 (SIGN FOUNDATION) 121 ROADSIDE SIGN - ONE POST EA 185.0000 13,690.00 23.000 4,255 122 ROADSIDE SIGN - TWO POST EA 300.0000 4,500.00 15.000 4,500 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,200.00 4.000 400 METHOD) 124 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 260.0000 2,860.00 9.000 2,340 125 12" ALTERNATIVE PIPE CULVERT LF 38.0000 2,318.00 60.400 2,295 126 24" ALTERNATIVE PIPE CULVERT LF 81.0000 2,592.00 31.500 2,551 127 8" PLASTIC PIPE (TYPE C900) LF 46.0000 61,640.00 892.000 41,032 128 12" PLASTIC PIPE (TYPE C900) LF 55.0000 154,550.00 2,768.300 152,256 129 24" REINFORCED CONCRETE PIPE (CLASS V) LF 146.5000 38,090.00 431.000 63,141 130 12" REINFORCED CONCRETE PIPE LF 53.3500 48,548.50 833.520 44,468 (CLASS III, RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 6 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 18" REINFORCED CONCRETE PIPE LF 56.4000 112,800.00 1,827.250 103,056 (CLASS III, RUBBER GASKET JOINT) 132 24" REINFORCED CONCRETE PIPE LF 76.4500 425,826.50 5,519.860 421,993 (CLASS III, RUBBER GASKET JOINT) 133 36" REINFORCED CONCRETE PIPE LF 120.2500 36,075.00 207.000 24,891 (CLASS IV, RUBBER GASKET JOINT) 134 48" REINFORCED CONCRETE PIPE LF 329.2500 95,482.50 291.000 95,811 (CLASS IV, DOUBLE RUBBER GASKET JOINT) 135 48" CONCRETE PRESSURE PIPE LF 365.0000 664,300.00 24.700 9,015.50 2,016.010 735,843 (TYPE AWWA C303, OPEN TRENCH) 136 48" CONCRETE PRESSURE PIPE LF 276.0000 187,680.00 495.000 136,620 (TYPE AWWA C303, INSIDE 60" WELDED STEEL PIPE) 137 CLASS 1 PERMEABLE MATERIAL (BLANKET) CY 86.0000 23,220.00 74.000 6,364 138 24" ALTERNATIVE PIPE DOWNDRAIN LF 36.7500 14,700.00 385.330 14,160 139 20" WELDED STEEL PIPE CASING (BRIDGE) LF 200.0000 81,000.00 405.000 81,000 (F) 140 12" DUCTILE IRON PIPE LF 85.0000 37,400.00 423.000 35,955 141 60 WELDED STEEL PIPE (.750" THICK) LF 700.0000 336,000.00 301.000 210,700 142 12" ALTERNATIVE FLARED END SECTION EA 351.0000 1,755.00 1.000 351.00 5.000 1,755 143 18" ALTERNATIVE FLARED END SECTION EA 672.0000 1,344.00 2.000 1,344.00 2.000 1,344 144 24" ALTERNATIVE FLARED END SECTION EA 423.0000 8,037.00 4.000 1,692.00 19.000 8,037 145 6" VAULT DRAINS LS 7,050.0000 7,050.00 0.750 5,287 146 36" PRECAST CONCRETE PIPE INLET LF 335.0000 1,340.00 0.000 0 147 COSJ TYPE 1 MAINTENANCE HOLE EA 2,314.0000 20,826.00 4.000 9,256 148 MANTECA STORM DRAIN MANHOLE EA 2,595.0000 25,950.00 1.000 2,595 149 MANHOLE (TYPE A) EA 3,665.0000 3,665.00 0.000 0 150 ROCK SLOPE PROTECTION (NO. 2, METHOD B) CY 96.0000 16,320.00 129.000 12,384 (CY) 151 SLOPE PAVING (CONCRETE BRICK TEXTURE) CY 900.0000 67,500.00 70.000 63,000 (F) 152 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,280.00 486.000 972 153 MINOR CONCRETE (MISCELLANEOUS CY 335.0000 495,800.00 1,485.240 497,555 CONSTRUCTION) 154 MINOR CONCRETE (BRICK PATTERN) CY 515.0000 149,350.00 0.000 0 155 CURB RAMP DETECTABLE WARNING SURFACE SQFT 27.0000 28,620.00 144.000 3,888 156 DRAINAGE PUMPING EQUIPMENT LS 130,400.0000 130,400.00 0.074 9,649 PROGRAM CAS145 PAGE 7 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 MISCELLANEOUS IRON AND STEEL LB 1.4500 37,215.70 5,476.000 7,940.20 16,537.000 23,978 (F) 158 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 4,350.00 870.000 4,350 (F) 159 1" WATER SERVICE EA 3,153.0000 3,153.00 1.000 3,153 160 CHAIN LINK FENCE (TYPE CL-3) LF 15.0000 21,750.00 1,445.000 21,675 161 CHAIN LINK FENCE (TYPE CL-6) LF 9.0000 95,400.00 1,006.000 9,054 162 DELINEATOR (CLASS 1) EA 31.0000 4,650.00 0.000 0 163 OBJECT MARKER (TYPE K) EA 40.0000 160.00 0.000 0 164 OBJECT MARKER (TYPE P) EA 40.0000 600.00 2.000 80 165 OBJECT MARKER (TYPE R) EA 40.0000 80.00 0.000 0 166 METAL BEAM GUARD RAILING (WOOD POST) LF 31.0000 34,410.00 720.000 22,320.00 950.000 29,450 167 CHAIN LINK RAILING (TYPE 6) (MODIFIED) LF 230.0000 74,290.00 323.000 74,290 (F) 168 PEDESTRIAN BARRICADE EA 700.0000 2,100.00 0.000 0 169 CONCRETE BARRIER (TYPE 26 MODIFIED) LF 300.0000 105,900.00 353.000 105,900 (F) 170 TRANSITION RAILING (TYPE WB) EA 4,700.0000 18,800.00 0.000 0 171 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 4,000.00 2.000 1,600.00 6.000 4,800 172 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 1.000 3,200.00 1.000 3,200 173 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 25,000.00 1.000 2,500.00 6.000 15,000 174 ALTERNATIVE CRASH CUSHION EA 10,500.0000 31,500.00 2.000 21,000 175 ALTERNATIVE BARRIER TERMINAL EA 22,000.0000 22,000.00 0.000 0 176 CONCRETE BARRIER (TYPE 60M) LF 40.0000 52,000.00 1,300.000 52,000 177 CONCRETE BARRIER (TYPE 60CM) LF 50.0000 179,500.00 3,583.000 179,150 178 CONCRETE BARRIER (TYPE 60C) LF 70.0000 89,600.00 1,272.000 89,040 179 CONCRETE BARRIER (TYPE 60D) LF 30.0000 65,100.00 625.000 18,750.00 625.000 18,750 180 CONCRETE BARRIER (TYPE 60R) LF 250.0000 54,250.00 217.000 54,250 (F) 181 CONCRETE BARRIER (TYPE 60EM) LF 120.0000 42,000.00 343.000 41,160 182 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 175.0000 61,775.00 342.000 59,850 (F) 183 CONCRETE BARRIER (TYPE 736S) LF 80.0000 81,600.00 1,012.000 80,960 PROGRAM CAS145 PAGE 8 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE BARRIER (TYPE 736SV) LF 90.0000 61,200.00 672.000 60,480 185 CONCRETE BARRIER (TYPE 742A) LF 70.0000 51,100.00 659.000 46,130 186 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 77,000.00 4,487.000 2,243.50 20,045.000 10,022 187 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,670.00 5,331.000 2,665.50 5,331.000 2,665 188 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,800.00 1,409.000 704.50 1,409.000 704 189 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 100.00 200.000 100.00 200.000 100 (BROKEN 8-4) 190 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 1,430.00 0.000 0 (BROKEN 12-3) 191 THERMOPLASTIC PAVEMENT MARKING SQFT 2.5000 15,600.00 581.000 1,452.50 729.000 1,822 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 26,300.00 4,921.000 2,460.50 4,921.000 2,460 (BROKEN 36-12) 193 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 6,800.00 0.000 0 (BROKEN 17-7) 194 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,670.00 0.000 0 (BROKEN 36-12) (YELLOW) 195 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 2,350.00 0.000 0 196 PAVEMENT MARKER (NON-REFLECTIVE) EA 5.2000 1,300.00 71.000 369.20 71.000 369 197 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 26,880.00 664.000 3,718.40 1,364.000 7,638 198 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,500.0000 1,500.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 199 SIGNAL (TEMPORARY) LS 22,000.0000 22,000.00 0.068 1,496.00 0.697 15,334 200 SIGNAL AND LIGHTING (LOCATION 2) LS 270,000.0000 270,000.00 0.069 18,630.00 0.921 248,670 201 SIGNAL AND LIGHTING (LOCATION 3) LS 151,000.0000 151,000.00 0.009 1,359.00 0.882 133,182 202 SIGNAL AND LIGHTING LS 197,000.0000 197,000.00 0.950 187,150 (CITY STREET LOCATION 1) 203 LIGHTING (CITY STREET) LS 234,793.0000 234,793.00 0.080 18,783.44 0.857 201,217 204 LIGHTING (COUNTY STREET) LS 62,000.0000 62,000.00 0.707 43,834 205 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.950 285,000 206 LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 0.286 22,880 (TEMPORARY) 207 FIBER OPTIC SYSTEM LS 400,000.0000 400,000.00 0.337 134,800 208 EMERGENCY VEHICLE DETECTOR SYSTEM LS 24,000.0000 24,000.00 0.387 9,288 209 TRAFFIC MONITORING STATION LS 80,000.0000 80,000.00 0.200 16,000.00 0.274 21,920 210 RAMP METERING SYSTEM LS 70,000.0000 70,000.00 0.140 9,800.00 0.521 36,470 PROGRAM CAS145 PAGE 9 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 4" BLOW-OFF VALVE EA 2,643.0000 10,572.00 3.000 7,929.00 3.000 7,929 212 6" BLOW-OFF VALVE EA 3,926.0000 3,926.00 1.000 3,926 213 AIR RELEASE VALVE EA 5,292.0000 31,752.00 6.000 31,752 214 8" BUTTERFLY VALVE EA 1,358.0000 4,074.00 2.000 2,716.00 3.000 4,074 215 12" BUTTERFLY VALVE EA 2,472.0000 27,192.00 9.000 22,248 216 FIRE HYDRANT EA 6,966.0000 27,864.00 4.000 27,864 217 FIRE HYDRANT RECONNECTION EA 3,997.0000 7,994.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/22/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:46 AM ESTIMATE NO. 024 BID OPENING 09/12/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/15 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/22/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,222,357.32 18,901,140.98 ADJUSTMENT OF COMPENSATION 0.00 94,620.16 EXTRA WORK 57,061.16 1,340,238.15 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,279,418.48 20,335,999.29 218 MOBILIZATION LS 2,321,262.1000 2,321,262.10 1.000 2,321,262 ORIGINAL CONTRACT AMOUNT 24,390,000.00 TOTAL WORK COMPLETED 1,279,418.48 22,657,261.39 MATERIALS ON HAND ON SITE 196,223.86 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -33,384.00 TOTAL 1,269,418.48 22,820,101.25 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/06/12 300 01/02/13 01/02/13 02/06/15 396 115 109 0 84% 97% PROGRESS IS SATISFACTORY OBAIDULLAH RASHID "ABDUL" RESIDENT ENGINEER PROGRAM CAS145 DATE 01/22/15