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 01/21/14 EST. NO.12 TIME 08:49 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 --------------------------------------------------------------------------- 024 0002 6,764.53 E.W. @ F.A.(+) 102413 N 5116.1 025 0001 1,271.13 E.W. @ F.A.(+) 102213 N 5118.0 0002 833.04 102413 N 5119.0 0003 458.64 102513 N 5120.0 0004 316.72 110713 N 5121.0 0005 264.03 120413 N 5122.0 027 0001 742.10 E.W. @ F.A.(+) 101413 N 5112.0 0002 7,453.13 101513 N 5113.0 0003 11,084.60 101513 N 5114.0 0006 292.58 101813 N 5117.0 028 0002 2,630.00 E.W. @ F.A.(+) 082113 N 5081.0 0003 709.22 082213 N 5082.0 0004 1,320.00 102313 Y 0019.0 029 0001 781.55 E.W. @ F.A.(+) 082813 N 5083.0 0002 622.05 082913 N 5084.0 0004 334.09 090313 N 5086.0 35,877.41 TOTAL THIS ESTIMATE 725,391.15 TOTAL PREVIOUS ESTIMATE 761,268.56 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 01/21/14 EST. NO.12 TIME 08:49 AM R.E. NAME: OBAIDULLAH RASHID "ABDUL" 10-0E6134 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGG NON COMPLIANCE -484.00 11 0.00 -484.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 07 MISSING PAYROLLS -10,000.00 08 MISSING PAYROLLS -10,000.00 09 MISSING PAYROLLS -1,000.00 11 MISSING PAYROLLS -2,500.00 12 REC'ED PAYROLLS 10,000.00 12 7,500.00 -23,500.00 TOTAL DEDUCTIONS 7,500.00 -23,984.00 PROGRAM CAS145 PAGE 1 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 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 0.550 4,125 002 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 0.577 34,620 003 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000 PREVENTION PLAN 004 TEMPORARY FIBER ROLL LF 2.0000 90,800.00 500.000 1,000.00 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 1.000 2,000 007 TEMPORARY CONSTRUCTION ENTRANCE EA 1,955.0000 17,595.00 16.000 31,280 008 TEMPORARY CHECK DAM LF 2.5000 2,625.00 75.000 187 009 MOVE-IN/MOVE-OUT EA 750.0000 9,000.00 4.000 3,000 (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 165.0000 14,520.00 4.000 660 011 STREET SWEEPING LS 10,920.0000 10,920.00 0.580 6,333 012 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 1.000 2,000 014 TIME-RELATED OVERHEAD (WDAY) WDAY 3,600.0000 1,080,000.00 12.000 43,200.00 218.000 784,800 015 CONSTRUCTION AREA SIGNS LS 40,000.0000 40,000.00 0.550 22,000 016 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 0.577 57,700 017 TYPE III BARRICADE EA 60.0000 6,000.00 35.000 2,100 018 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.6000 7,930.00 566.000 1,471 019 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.6300 60,039.00 17,861.000 11,252 020 CHANNELIZER (SURFACE MOUNTED) EA 29.0000 20,880.00 144.000 4,176 021 TEMPORARY PAVEMENT MARKER EA 5.0000 3,450.00 42.000 210 022 PORTABLE CHANGEABLE MESSAGE SIGN (LS) LS 33,600.0000 33,600.00 0.287 9,643 PROGRAM CAS145 PAGE 2 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,580.000 21,480 024 TEMPORARY CRASH CUSHION MODULE EA 300.0000 45,000.00 0.000 0 025 ALTERNATIVE TEMPORARY CRASH CUSHION EA 11,240.0000 22,480.00 7.000 78,680 026 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 1,491.700 8,577 029 ABANDON INLET EA 430.0000 3,010.00 5.000 2,150 030 ABANDON MANHOLE EA 515.0000 2,060.00 3.000 1,545 031 ABANDON PIPELINE LF 7.8500 32,499.00 1,850.000 14,522 032 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 6,604.000 13,208 035 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 1,500.000 10,500 038 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 6,456.000 3,550 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 1,170.00 168.000 504 041 REMOVE PAVEMENT MARKER EA 2.1000 5,313.00 785.000 1,648 042 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 0.000 0 045 REMOVE CULVERT (LF) LF 29.5000 6,490.00 35.000 1,032.50 35.000 1,032 046 REMOVE PIPE (LF) LF 42.0000 28,560.00 676.000 28,392 047 REMOVE PIPE (ASBESTOS CEMENT PIPE) LF 28.0000 14,560.00 0.000 0 048 REMOVE INLET EA 285.0000 1,140.00 0.000 0 049 REMOVE HEADWALL EA 2,100.0000 2,100.00 1.000 2,100.00 1.000 2,100 PROGRAM CAS145 PAGE 3 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,003.300 16,504 051 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 0.000 0 055 REMOVE CONCRETE PAVEMENT CY 27.0000 11,340.00 0.000 0 056 REMOVE CONCRETE CURB (LF) LF 3.9000 15,678.00 732.000 2,854 057 REMOVE CONCRETE SIDEWALK (SQYD) SQYD 3.3500 1,976.50 146.220 489 058 REMOVE CONCRETE VALLEY GUTTER LF 5.6500 1,977.50 477.000 2,695 059 REMOVE CONCRETE (CURB AND GUTTER) LF 5.4000 14,094.00 2,779.000 15,006 060 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 3,920.000 7,840 062 REMOVE CRASH CUSHION (SAND FILLED) EA 700.0000 1,400.00 0.000 0 063 BRIDGE REMOVAL, LOCATION A LS 62,000.0000 62,000.00 0.000 0 064 BRIDGE REMOVAL, LOCATION B LS 65,000.0000 65,000.00 0.000 0 065 CLEARING AND GRUBBING (LS) LS 150,000.0000 150,000.00 0.050 7,500.00 0.850 127,500 066 ROADWAY EXCAVATION CY 4.5000 1,039,500.00 15,000.000 67,500.00 183,678.200 826,551 067 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 18,980.00 787.000 10,231 071 STRUCTURE BACKFILL (BRIDGE) CY 75.0000 50,850.00 548.100 41,107 (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 0.000 0 074 PERVIOUS BACKFILL MATERIAL (RETAINING CY 82.1500 36,146.00 0.000 0 WALL) 075 SAND BACKFILL CY 85.0000 91,800.00 1,017.420 86,480 076 CONCRETE BACKFILL CY 90.0000 630.00 0.000 0 PROGRAM CAS145 PAGE 4 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 26,470.000 96,615 078 WEED CONTROL MAT (RUBBER) SQYD 48.0000 26,400.00 0.000 0 079 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 7,200.00 0.000 0 080 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 3,000.0000 129,000.00 3.800 11,400.00 3.800 11,400 081 12" CORRUGATED HIGH DENSITY LF 37.5000 73,875.00 0.000 0 POLYETHYLENE PIPE CONDUIT 082 CLASS 2 AGGREGATE SUBBASE CY 76.2500 30,500.00 71.140 5,424 083 CLASS 2 AGGREGATE BASE (CY) CY 25.3000 1,340,900.00 6,199.100 156,837.23 15,747.890 398,421 084 HOT MIX ASPHALT TON 72.0000 3,902,400.00 6,258.430 450,606 085 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 0.000 0 (MISCELLANEOUS AREA) 092 TACK COAT TON 936.0000 68,328.00 0.000 0 093 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 0.000 0 PILING (SOUND WALL) 098 24" CAST-IN-DRILLED-HOLE CONCRETE LF 110.0000 2,200.00 0.000 0 PILING (SOUND WALL) 099 PRESTRESSING CAST-IN-PLACE CONCRETE LS 140,000.0000 140,000.00 0.300 42,000 100 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 88,500.00 295.000 88,500 (F) 101 STRUCTURAL CONCRETE, BRIDGE CY 590.0000 1,328,090.00 717.000 423,030.00 1,653.500 975,565 (F) 102 STRUCTURAL CONCRETE, RETAINING WALL CY 350.0000 342,300.00 460.500 161,175 (F) 103 STRUCTURAL CONCRETE, SOUND WALL CY 1,500.0000 7,500.00 0.000 0 PROGRAM CAS145 PAGE 5 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 (F) (TYPE EQ) 105 MINOR CONCRETE (MINOR STRUCTURE) CY 750.0000 192,000.00 117.480 88,110 (F) 106 PILASTER CY 650.0000 66,950.00 6.500 4,225 (F) 107 ARCHITECTURAL TREATMENT (BRICK TEXTURE) SQFT 60.0000 28,200.00 90.750 5,445 (F) 108 FLEXIBLE EXPANSION JOINT EA 14,000.0000 28,000.00 0.000 0 109 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 541,105.00 369,648.000 369,648 (F) 112 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9000 138,080.70 69,938.000 62,944 (F) 113 FURNISH SIGN STRUCTURE (TRUSS) LB 3.6000 331,740.00 0.000 0 (F) 114 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 18,430.00 0.000 0 (F) 115 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 28.0000 24,360.00 0.000 0 116 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 5,830.00 0.000 0 (0.063"-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 4,800.00 0.000 0 (0.080"-UNFRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 14.0000 728.00 0.000 0 (0.063"-FRAMED) 119 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 16.0000 4,480.00 0.000 0 (0.080"-FRAMED) 120 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 710.0000 92,300.00 0.000 0 (SIGN FOUNDATION) 121 ROADSIDE SIGN - ONE POST EA 185.0000 13,690.00 0.000 0 122 ROADSIDE SIGN - TWO POST EA 300.0000 4,500.00 0.000 0 123 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,200.00 0.000 0 METHOD) 124 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 260.0000 2,860.00 0.000 0 125 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 17.300 1,401 127 8" PLASTIC PIPE (TYPE C900) LF 46.0000 61,640.00 0.000 0 128 12" PLASTIC PIPE (TYPE C900) LF 55.0000 154,550.00 2,186.300 120,246 129 24" REINFORCED CONCRETE PIPE (CLASS V) LF 146.5000 38,090.00 431.000 63,141 130 12" REINFORCED CONCRETE PIPE LF 53.3500 48,548.50 274.600 14,649 (CLASS III, RUBBER GASKET JOINT) PROGRAM CAS145 PAGE 6 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 112,800.00 626.400 35,328 (CLASS III, RUBBER GASKET JOINT) 132 24" REINFORCED CONCRETE PIPE LF 76.4500 425,826.50 1,076.000 82,260 (CLASS III, RUBBER GASKET JOINT) 133 36" REINFORCED CONCRETE PIPE LF 120.2500 36,075.00 175.000 21,043 (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 -24.690 -9,011.85 1,991.310 726,828 (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 0.000 0 138 24" ALTERNATIVE PIPE DOWNDRAIN LF 36.7500 14,700.00 72.300 2,657.03 240.500 8,838 139 20" WELDED STEEL PIPE CASING (BRIDGE) LF 200.0000 81,000.00 283.000 56,600.00 283.000 56,600 (F) 140 12" DUCTILE IRON PIPE LF 85.0000 37,400.00 14.000 1,190 141 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 4.000 1,404 143 18" ALTERNATIVE FLARED END SECTION EA 672.0000 1,344.00 0.000 0 144 24" ALTERNATIVE FLARED END SECTION EA 423.0000 8,037.00 12.000 5,076.00 12.000 5,076 145 6" VAULT DRAINS LS 7,050.0000 7,050.00 0.000 0 146 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 0.000 0 148 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 17.000 1,632.00 112.000 10,752 (CY) 151 SLOPE PAVING (CONCRETE BRICK TEXTURE) CY 900.0000 67,500.00 0.000 0 (F) 152 ROCK SLOPE PROTECTION FABRIC (CLASS 8) SQYD 2.0000 1,280.00 60.000 120.00 422.000 844 153 MINOR CONCRETE (MISCELLANEOUS CY 335.0000 495,800.00 219.720 73,606.20 322.820 108,144 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 96.000 2,592 156 DRAINAGE PUMPING EQUIPMENT LS 130,400.0000 130,400.00 0.050 6,520 PROGRAM CAS145 PAGE 7 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 37,215.70 478.000 693 (F) 158 MISCELLANEOUS METAL (BRIDGE) LB 5.0000 4,350.00 0.000 0 (F) 159 1" WATER SERVICE EA 3,153.0000 3,153.00 0.000 0 160 CHAIN LINK FENCE (TYPE CL-3) LF 15.0000 21,750.00 0.000 0 161 CHAIN LINK FENCE (TYPE CL-6) LF 9.0000 95,400.00 871.000 7,839 162 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 0.000 0 165 OBJECT MARKER (TYPE R) EA 40.0000 80.00 0.000 0 166 METAL BEAM GUARD RAILING (WOOD POST) LF 31.0000 34,410.00 230.000 7,130 167 CHAIN LINK RAILING (TYPE 6) (MODIFIED) LF 230.0000 74,290.00 0.000 0 (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 0.000 0 (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 1,600 172 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 0.000 0 173 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 25,000.00 2.000 5,000 174 ALTERNATIVE CRASH CUSHION EA 10,500.0000 31,500.00 0.000 0 175 ALTERNATIVE BARRIER TERMINAL EA 22,000.0000 22,000.00 0.000 0 176 CONCRETE BARRIER (TYPE 60M) LF 40.0000 52,000.00 0.000 0 177 CONCRETE BARRIER (TYPE 60CM) LF 50.0000 179,500.00 0.000 0 178 CONCRETE BARRIER (TYPE 60C) LF 70.0000 89,600.00 0.000 0 179 CONCRETE BARRIER (TYPE 60D) LF 30.0000 65,100.00 0.000 0 180 CONCRETE BARRIER (TYPE 60R) LF 250.0000 54,250.00 0.000 0 (F) 181 CONCRETE BARRIER (TYPE 60EM) LF 120.0000 42,000.00 0.000 0 182 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 175.0000 61,775.00 0.000 0 (F) 183 CONCRETE BARRIER (TYPE 736S) LF 80.0000 81,600.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 185 CONCRETE BARRIER (TYPE 742A) LF 70.0000 51,100.00 0.000 0 186 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 77,000.00 15,558.000 7,779 187 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 2,670.00 0.000 0 188 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 5,800.00 0.000 0 189 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 100.00 0.000 0 (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 15,600.00 148.000 370 192 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 26,300.00 0.000 0 (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 0.000 0 197 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 26,880.00 300.000 1,680 198 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 0.357 7,854 200 SIGNAL AND LIGHTING (LOCATION 2) LS 270,000.0000 270,000.00 0.021 5,670.00 0.021 5,670 201 SIGNAL AND LIGHTING (LOCATION 3) LS 151,000.0000 151,000.00 0.073 11,023 202 SIGNAL AND LIGHTING LS 197,000.0000 197,000.00 0.391 77,027 (CITY STREET LOCATION 1) 203 LIGHTING (CITY STREET) LS 234,793.0000 234,793.00 0.024 5,635.03 0.115 27,001 204 LIGHTING (COUNTY STREET) LS 62,000.0000 62,000.00 0.031 1,922.00 0.310 19,220 205 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.013 3,900.00 0.047 14,100 206 LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 0.001 80.00 0.285 22,800 (TEMPORARY) 207 FIBER OPTIC SYSTEM LS 400,000.0000 400,000.00 0.005 2,000.00 0.005 2,000 208 EMERGENCY VEHICLE DETECTOR SYSTEM LS 24,000.0000 24,000.00 0.000 0 209 TRAFFIC MONITORING STATION LS 80,000.0000 80,000.00 0.000 0 210 RAMP METERING SYSTEM LS 70,000.0000 70,000.00 0.007 490.00 0.007 490 PROGRAM CAS145 PAGE 9 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0 212 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 1.000 5,292.00 2.000 10,584 214 8" BUTTERFLY VALVE EA 1,358.0000 4,074.00 3.000 4,074 215 12" BUTTERFLY VALVE EA 2,472.0000 27,192.00 7.000 17,304 216 FIRE HYDRANT EA 6,966.0000 27,864.00 3.000 20,898 217 FIRE HYDRANT RECONNECTION EA 3,997.0000 7,994.00 0.000 0 PROGRAM CAS145 PAGE 10 DATE 01/21/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0E6134 TIME 08:49 AM ESTIMATE NO. 12 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 01/20/14 R.E. NAME: OBAIDULLAH RASHID "ABDUL" DATE OF THIS ESTIMATE 01/21/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 869,268.14 7,598,109.50 ADJUSTMENT OF COMPENSATION 0.00 67,676.61 EXTRA WORK 35,877.41 693,591.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 905,145.55 8,359,378.06 218 MOBILIZATION LS 2,321,262.1000 2,321,262.10 0.950 2,205,199 ORIGINAL CONTRACT AMOUNT 24,390,000.00 TOTAL WORK COMPLETED 905,145.55 10,564,577.06 MATERIALS ON HAND ON SITE 443,676.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 7,500.00 -23,984.00 TOTAL 912,645.55 10,984,269.37 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 11/06/12 430 01/02/13 01/02/13 08/22/14 218 42 48 0 40% 46% PROGRESS IS SATISFACTORY OBAIDULLAH RASHID "ABDUL" RESIDENT ENGINEER PROGRAM CAS145 DATE 01/21/14