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 11/18/11 EST. NO.49 TIME 11:01 AM R.E. NAME: PATEL BHARAT 04-249044 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 142 0044 3,039,351.94 A.C. @ L.S.(+) 111711 N 1 0 3,039,351.94 TOTAL THIS ESTIMATE 13,194,434.91 TOTAL PREVIOUS ESTIMATE 16,233,786.85 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 11/18/11 EST. NO.49 TIME 11:01 AM R.E. NAME: PATEL BHARAT 04-249044 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE CLOSURE PICKUP -78,400.00 05 UNAPPROVED CPM SCHED -566,892.87 13 CPM SCHEDULE 566,892.87 14 SWPP NON COMPLIANCE -965,787.86 16 SWPPP NON COMPLIANCE 965,787.86 17 NON SUB SHOP DRAWING -10,000.00 45 WATER LINE BREAK -1,798.00 45 0.00 -90,198.00 EQUAL EMPLOYMENT OPPORTUNITY UNSUBMITTED REPORTS -10,000.00 25 UNSUBMITTED REPORTS 10,000.00 26 0.00 0.00 LABOR COMPLIANCE VIOLATION PREVAILING WAGES -10,000.00 23 PREVAILING WAGES -10,000.00 27 PREVAILING WAGES 10,000.00 28 PREVAILING WAGES 5,000.00 36 MISSING PAYROLLS -5,000.00 42 PREVAILING WAGES 5,000.00 43 UNRESOLVED ISSUES -1,000.00 43 LCV DEDUCTION 6,000.00 48 0.00 0.00 TOTAL DEDUCTIONS 0.00 -90,198.00 PROGRAM CAS145 PAGE 1 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 LOCATION FINAL ESTIMATE 04-ALA-238-14.2/16.7 -------------- 04-ALA-880-18.3/20.7 FCI CONSTRUCTORS, INC IN ALAMEDA COUNTY IN AND NEAR 04-ALA-580-R29.4/R31.4 2100 GOODYEAR ROAD HAYWARD AND SAN LEANDRO AT VARIOUS BENICIA CA 94510 LOCATIONS FED. AID NO. STPL-6204(57)N WIDENING AND REHABILITATE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 10,000.0000 10,000.00 1.000 10,000.00 002 TIME-RELATED OVERHEAD LS 800,000.0000 3,800,000.00 1.000 3,800,000.00 003 TEMPORARY FENCE (TYPE ESA) M 10.0000 7,200.00 1,857.800 18,578.00 004 300 MM TEMPORARY CULVERT M 250.0000 47,500.00 69.900 17,475.00 005 TEMPORARY INLET EA 3,000.0000 42,000.00 0.000 0.00 006 PREPARE STORM WATER POLLUTION LS 3,750.0000 3,750.00 1.000 3,750.00 PREVENTION PLAN 007 WATER POLLUTION CONTROL LS 100,000.0000 100,000.00 1.000 100,000.00 008 TEMPORARY SILT FENCE M 12.0000 58,560.00 4,010.220 48,122.64 009 TEMPORARY CONCRETE WASHOUT FACILITY LS 70,000.0000 70,000.00 1.000 70,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 82,500.00 31.000 77,500.00 011 TEMPORARY COVER M2 3.0000 29,700.00 29,777.720 89,333.16 012 TEMPORARY DRAINAGE INLET PROTECTION EA 425.0000 26,775.00 111.000 47,175.00 013 PHOTOGRAPHIC SURVEY OF EXISTING LS 120,000.0000 120,000.00 1.000 120,000.00 (S) FACILITIES 014 VIBRATION MONITORING LS 130,000.0000 130,000.00 1.000 130,000.00 (S) 015 CONSTRUCTION AREA SIGNS LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 016 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 017 TEMPORARY TRAFFIC STRIPE (PAINT) M 6.6000 12,870.00 4,162.840 27,474.74 (S) 018 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 30,000.00 1,096.000 43,840.00 (S) 019 TEMPORARY PAVEMENT MARKER EA 10.0000 2,000.00 370.000 3,700.00 (S) 020 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 252,000.00 18.000 216,000.00 (S) 021 TEMPORARY RAILING (TYPE K) M 30.0000 900,000.00 28,458.770 853,763.10 (S) 022 TEMPORARY CRASH CUSHION MODULE EA 325.0000 299,000.00 905.000 294,125.00 (S) PROGRAM CAS145 PAGE 2 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 5,000.0000 10,000.00 6.000 30,000.00 (S) (TYPE ADIEM) 024 ABANDON CULVERT M 65.0000 53,950.00 588.850 38,275.25 025 ABANDON INLET EA 700.0000 16,800.00 25.000 17,500.00 026 ABANDON SEWER M 15.0000 2,550.00 173.960 2,609.40 027 OBLITERATE SURFACING M2 6.0000 132,000.00 22,766.730 136,600.38 028 REMOVE CHAIN LINK FENCE M 15.0000 7,800.00 1,825.930 27,388.95 029 REMOVE METAL BEAM GUARD RAILING M 25.0000 43,750.00 2,151.020 53,775.50 030 REMOVE FLARED END SECTION EA 300.0000 1,800.00 6.000 1,800.00 031 REMOVE TEE EA 400.0000 3,600.00 11.000 4,400.00 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 14.0000 127,820.00 16,019.440 224,272.16 033 REMOVE PAINTED TRAFFIC STRIPE M 3.5000 149,100.00 32,795.590 114,784.57 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 4.0000 170,000.00 36,402.600 145,610.40 035 REMOVE PAVEMENT MARKER EA 2.0000 6,720.00 15,153.000 30,306.00 036 REMOVE ROADSIDE SIGN EA 50.0000 1,400.00 32.000 1,600.00 037 REMOVE SIGN STRUCTURE EA 4,000.0000 36,000.00 11.000 44,000.00 038 REMOVE CULVERT M 100.0000 121,000.00 1,315.060 131,506.00 039 REMOVE INLET EA 700.0000 31,500.00 45.000 31,500.00 040 REMOVE HEADWALL EA 1,600.0000 1,600.00 1.000 1,600.00 041 REMOVE MANHOLE EA 2,500.0000 2,500.00 2.000 5,000.00 042 REMOVE RETAINING WALL LS 20,000.0000 20,000.00 1.000 20,000.00 043 REMOVE RETAINING WALL (PORTION) LS 6,000.0000 6,000.00 1.000 6,000.00 044 SALVAGE SIGN STRUCTURE EA 10,000.0000 20,000.00 0.000 0.00 (S) 045 RECONSTRUCT CHAIN LINK FENCE M 30.0000 3,600.00 70.370 2,111.10 (S) 046 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 23,000.00 476.420 23,821.00 (S) 047 RECONSTRUCT CONCRETE BARRIER M 1,600.0000 416,000.00 260.000 416,000.00 (TYPE BART D) 048 RESET CRASH CUSHION EA 1,000.0000 3,000.00 3.000 3,000.00 049 RELOCATE ROADSIDE SIGN EA 300.0000 26,100.00 87.000 26,100.00 PROGRAM CAS145 PAGE 3 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST INLET EA 2,000.0000 24,000.00 32.000 64,000.00 051 MODIFY MANHOLE EA 25,000.0000 25,000.00 1.000 25,000.00 052 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5500 497,000.00 73,298.510 260,209.71 (S) 053 REMOVE CONCRETE (CURB AND GUTTER) M 18.0000 9,000.00 1,058.900 19,060.20 054 REMOVE CONCRETE BARRIER M 68.0000 227,800.00 3,350.000 227,800.00 055 REMOVE SOUND WALL M 150.0000 148,500.00 990.000 148,500.00 056 ACCESS OPENING, SOFFIT EA 2,000.0000 20,000.00 10.000 20,000.00 057 CAP INLET EA 1,200.0000 10,800.00 11.000 13,200.00 058 CAP MANHOLE EA 2,500.0000 2,500.00 0.000 0.00 059 REMOVE CRASH CUSHION EA 500.0000 5,500.00 11.000 5,500.00 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000.00 063 BRIDGE REMOVAL (PORTION), LOCATION D LS 300,000.0000 300,000.00 1.000 300,000.00 064 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 065 BRIDGE REMOVAL (PORTION), LOCATION F LS 150,000.0000 150,000.00 1.000 150,000.00 066 BRIDGE REMOVAL (PORTION), LOCATION G LS 200,000.0000 200,000.00 1.000 200,000.00 067 BRIDGE REMOVAL (PORTION), LOCATION H LS 200,000.0000 200,000.00 1.000 200,000.00 068 BRIDGE REMOVAL (PORTION), LOCATION J LS 35,000.0000 35,000.00 1.000 35,000.00 069 BRIDGE REMOVAL (PORTION), LOCATION K LS 75,000.0000 75,000.00 1.000 75,000.00 070 BRIDGE REMOVAL (PORTION), LOCATION M LS 50,000.0000 50,000.00 1.000 50,000.00 071 BRIDGE REMOVAL (PORTION), LOCATION N LS 10,000.0000 10,000.00 1.000 10,000.00 072 JACKING SUPERSTRUCTURE, LOCATION C LS 40,000.0000 40,000.00 1.000 40,000.00 073 JACKING SUPERSTRUCTURE, LOCATION E LS 60,000.0000 60,000.00 1.000 60,000.00 074 CLEARING AND GRUBBING LS 285,000.0000 285,000.00 1.000 285,000.00 075 DEVELOP WATER SUPPLY LS 26,400.0000 26,400.00 1.000 26,400.00 076 ROADWAY EXCAVATION M3 60.5000 2,804,175.00 63,762.130 3,857,608.87 PROGRAM CAS145 PAGE 4 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAD COMPLIANCE PLAN LS 2,340.0000 2,340.00 1.000 2,340.00 078 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 572,500.00 5,638.670 563,867.00 (F) 079 STRUCTURE EXCAVATION (RETAINING WALL) M3 150.0000 1,564,050.00 11,153.600 1,673,040.00 (F) 080 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 581,400.00 3,818.040 572,706.00 (F) 081 STRUCTURAL BACKFILL (RETAINING WALL) M3 100.0000 55,600.00 556.000 55,600.00 (F) (CELLULAR CONCRETE) 082 STRUCTURAL BACKFILL (BRIDGE) M3 95.0000 971,850.00 10,230.000 971,850.00 (F) (CELLULAR CONCRETE) 083 STRUCTURE BACKFILL (RETAINING WALL) M3 90.0000 1,389,420.00 16,123.400 1,451,106.00 (F) 084 SAND BACKFILL M3 125.0000 20,000.00 79.500 9,937.50 085 DITCH EXCAVATION M3 125.0000 241,250.00 1,491.620 186,452.50 086 EARTH RETAINING STRUCTURE, LOCATION A M2 1,000.0000 882,000.00 882.000 882,000.00 (F) 087 EARTH RETAINING STRUCTURE, LOCATION B M2 1,150.0000 2,012,500.00 1,750.000 2,012,500.00 (F) 088 EARTH RETAINING STRUCTURE, LOCATION C M2 1,100.0000 1,485,000.00 1,350.000 1,485,000.00 (F) 089 EARTH RETAINING STRUCTURE, LOCATION D M2 800.0000 432,000.00 540.000 432,000.00 (F) 090 IMPORTED BORROW M3 1.0000 24,200.00 32,401.000 32,401.00 091 LIGHTWEIGHT FILL (RETAINING WALL) M3 180.0000 37,620.00 209.000 37,620.00 (F) 092 STRAW (EROSION CONTROL) TONN 575.0000 11,500.00 26.748 15,380.10 (S) 093 FIBER (EROSION CONTROL) KG 1.5000 4,815.00 4,468.340 6,702.51 (S) 094 FIBER ROLLS M 13.2000 150,480.00 13,565.610 179,066.05 (S) 095 COMPOST (EROSION CONTROL) M3 360.0000 14,040.00 53.280 19,180.80 (S) 096 PURE LIVE SEED (EROSION CONTROL) KG 160.0000 86,400.00 760.240 121,638.40 (S) 097 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.2500 6,900.00 2,824.740 3,530.93 (S) 098 STABILIZING EMULSION (EROSION CONTROL) KG 6.0000 4,200.00 1,081.700 6,490.20 (S) 099 MAINTAIN EXISTING PLANTED AREAS LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 100 MAINTAIN EXISTING IRRIGATION FACILITIES LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 101 IRRIGATION SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 (S) 102 NPS 3 SUPPLY LINE (BRIDGE) M 485.0000 171,690.00 486.050 235,734.25 103 WATER METER - 50MM EA 100,000.0000 600,000.00 2.130 213,000.00 (S) PROGRAM CAS145 PAGE 5 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 WATER METER - 40MM EA 45,000.0000 45,000.00 6.660 299,700.00 (S) 105 200 MM CORRUGATED HIGH DENSITY M 325.0000 31,525.00 127.600 41,470.00 (S) POLYETHYLENE PIPE CONDUIT 106 FINISHING ROADWAY LS 120,000.0000 120,000.00 1.000 120,000.00 107 CLASS 4 AGGREGATE SUBBASE M3 28.0000 604,800.00 23,825.500 667,114.00 108 AGGREGATE BASE (APPROACH SLAB) M3 450.0000 20,250.00 45.700 20,565.00 109 CLASS 3 AGGREGATE BASE M3 450.0000 6,300.00 218.000 98,100.00 110 LEAN CONCRETE BASE M3 200.0000 3,780,000.00 18,799.670 3,759,934.00 111 ASPHALT TREATED PERMEABLE BASE M3 285.0000 330,600.00 1,115.530 317,926.05 112 ASPHALT CONCRETE TONN 78.5000 4,945,500.00 71,321.570 5,598,743.25 113 ASPHALT CONCRETE (LEVELING) TONN 850.0000 14,450.00 12.000 10,200.00 114 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 129.0000 1,548,000.00 10,428.850 1,345,321.65 115 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 131.0000 1,185,550.00 0.000 0.00 116 PAVEMENT REINFORCING FABRIC M2 2.5000 58,500.00 24,604.860 61,512.15 117 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 12.0000 2,520.00 498.580 5,982.96 118 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 1,680.00 200.700 2,408.40 119 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 11,400.00 1,199.650 14,395.80 120 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 3,120.00 350.240 4,202.88 121 SHOULDER RUMBLE STRIP M 2.0000 5,880.00 2,940.000 5,880.00 (AC, GROUND-IN INDENTATIONS) 122 CONCRETE PAVEMENT M3 350.0000 731,500.00 2,385.000 834,750.00 123 REPLACE CONCRETE PAVEMENT M3 4,000.0000 56,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 124 SEAL PAVEMENT JOINT M 17.0000 24,820.00 1,497.000 25,449.00 125 CRACK EXISTING CONCRETE PAVEMENT M2 2.5000 50,250.00 22,635.680 56,589.20 126 450 MM CAST-IN-DRILLED-HOLE CONCRETE M 345.0000 671,715.00 2,031.600 700,902.00 (S) PILING 127 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,040.0000 320,320.00 372.800 387,712.00 (S) PILING 128 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 5,350.0000 181,900.00 34.000 181,900.00 (S) PILING 129 FURNISH PILING (CLASS 900) M 150.0000 1,369,200.00 9,128.000 1,369,200.00 (ALTERNATIVE "X" MODIFIED) 130 DRIVE PILE (CLASS 900) EA 1,400.0000 592,200.00 423.000 592,200.00 (S) (ALTERNATIVE "X" MODIFIED) PROGRAM CAS145 PAGE 6 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 FURNISH PILING (CLASS 900) M 200.0000 196,200.00 981.000 196,200.00 (ALTERNATIVE W) 132 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 1,400.0000 53,200.00 38.000 53,200.00 (S) 133 FURNISH PILING (CLASS 900) M 100.0000 433,900.00 4,339.000 433,900.00 (ALTERNATIVE "X") 134 DRIVE PILE (CLASS 900) (ALTERNATIVE "X") EA 1,400.0000 298,200.00 213.000 298,200.00 (S) 135 FURNISH PILING (CLASS 625) M 105.0000 176,715.00 1,683.000 176,715.00 (ALTERNATIVE "X") 136 DRIVE PILE (CLASS 625) (ALTERNATIVE "X") EA 1,400.0000 110,600.00 79.000 110,600.00 (S) 137 FURNISH PILING (CLASS 400) M 78.0000 867,204.00 11,076.000 863,928.00 (ALTERNATIVE "X") 138 DRIVE PILE (CLASS 400) (ALTERNATIVE "X") EA 1,000.0000 534,000.00 532.000 532,000.00 (S) 139 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 290.0000 754,000.00 2,606.200 755,798.00 (S) PILING (SOUND WALL) 140 FURNISH CAST-IN-STEEL SHELL PILING PIPE M 250.0000 628,000.00 2,512.000 628,000.00 PILE 406 X 12.7 141 DRIVE CAST-IN-STEEL SHELL PILE PIPE PILE EA 1,400.0000 197,400.00 141.000 197,400.00 (S) 406 X 12.7 142 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 143 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 1,030,000.00 2,079.090 1,039,545.00 (F) 144 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 6,645,100.00 6,049.530 6,654,483.00 (F) 145 STRUCTURAL CONCRETE, RETAINING WALL M3 700.0000 3,573,500.00 5,353.550 3,747,485.00 (F) 146 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 492,000.00 616.300 493,040.00 (F) (TYPE N) 147 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,630.0000 731,870.00 427.340 696,564.20 (TYPE R) 148 CLASS 1 CONCRETE (STRUCTURE) M3 1,300.0000 941,200.00 724.000 941,200.00 (F) 149 MINOR CONCRETE (MINOR STRUCTURE) M3 1,550.0000 542,500.00 354.985 550,226.75 150 STONE BLOCK TEXTURE M2 400.0000 20,000.00 50.000 20,000.00 (F) 151 CRUCIFORM SHAPED PANEL SURFACE TEXTURE M2 150.0000 120,600.00 0.000 0.00 (F) 152 FRACTURED RIB TEXTURE, TYPE A M2 60.0000 142,560.00 2,604.000 156,240.00 (F) 153 FRACTURED RIB TEXTURE, TYPE B M2 60.0000 53,940.00 1,703.000 102,180.00 (F) 154 DRILL AND BOND DOWEL M 100.0000 106,400.00 1,063.750 106,375.00 155 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 70.0000 60,830.00 869.000 60,830.00 156 CLEAN EXPANSION JOINT M 100.0000 7,900.00 79.000 7,900.00 157 FURNISH PRECAST PRESTRESSED CONCRETE EA 18,000.0000 306,000.00 17.000 306,000.00 (S) GIRDER (20 M - 25 M) PROGRAM CAS145 PAGE 7 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH PRECAST PRESTRESSED CONCRETE EA 55,000.0000 440,000.00 8.000 440,000.00 (S) BOX GIRDER (30 M - 35 M) 159 ERECT PRECAST PRESTRESSED CONCRETE EA 3,500.0000 59,500.00 17.000 59,500.00 (S) GIRDER 160 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 7,000.0000 56,000.00 8.000 56,000.00 (S) GIRDER 161 REFINISH BRIDGE DECK M2 160.0000 12,160.00 66.000 10,560.00 162 CORE CONCRETE (151 MM - 200 MM) M 300.0000 1,200.00 4.000 1,200.00 (S) 163 CORE CONCRETE (201 MM - 250 MM) M 400.0000 400.00 3.060 1,224.00 (S) 164 SOUND WALL (MASONRY BLOCK) M2 245.0000 2,060,450.00 8,422.000 2,063,390.00 (SF) 165 JOINT SEAL (MR 30 MM) M 285.0000 33,630.00 160.200 45,657.00 (S) 166 JOINT SEAL (MR 15 MM) M 285.0000 29,925.00 104.200 29,697.00 (S) 167 JOINT SEAL (MR 40 MM) M 285.0000 21,375.00 46.600 13,281.00 (S) 168 JOINT SEAL (MR 50 MM) M 285.0000 35,055.00 184.920 52,702.20 (S) 169 BAR REINFORCING STEEL KG 2.8000 180,910.80 66,269.000 185,553.20 (SF) 170 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,296,350.00 1,100,192.000 2,310,403.20 (SF) 171 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5500 857,424.75 357,260.000 911,013.00 (SF) 172 FURNISH STRUCTURAL STEEL (BRIDGE) KG 5.0000 2,037,500.00 404,381.000 2,021,905.00 (SF) 173 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.0000 815,000.00 407,500.000 815,000.00 (SF) 174 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 24,300.00 2,430.000 24,300.00 (F) WITH WALKWAY) 175 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 4,860.00 2,430.000 4,860.00 (SF)WITH WALKWAY) 176 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 1,269,600.00 126,960.000 1,269,600.00 (F) 177 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 126,960.00 126,960.000 126,960.00 (SF) 178 1372 MM CAST-IN-DRILLED-HOLE M 5,000.0000 150,000.00 32.410 162,050.00 (S) CONCRETE PILE (SIGN FOUNDATION) 179 1524 MM CAST-IN-DRILLED-HOLE M 5,400.0000 453,600.00 81.520 440,208.00 (S) CONCRETE PILE (SIGN FOUNDATION) 180 METAL (ROADSIDE SIGN) KG 18.0000 49,320.00 2,733.000 49,194.00 (F) 181 ROADSIDE SIGN - ONE POST EA 375.0000 5,250.00 53.000 19,875.00 182 ROADSIDE SIGN - TWO POST EA 720.0000 5,040.00 12.000 8,640.00 183 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 1,980.00 30.000 3,300.00 METHOD) 184 INSTALL SIGN OVERLAY M2 750.0000 5,250.00 5.000 3,750.00 PROGRAM CAS145 PAGE 8 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 22,500.00 141.000 21,150.00 186 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 600.00 7.000 700.00 EXISTING POST 187 INSTALL SELF ADHESIVE SIGN PANEL EA 950.0000 2,850.00 4.000 3,800.00 188 CLEAN AND PAINT STRUCTURAL STEEL LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 189 WORK AREA MONITORING LS 33,000.0000 33,000.00 1.000 33,000.00 (S) 190 300 MM ALTERNATIVE PIPE CULVERT M 330.0000 49,500.00 154.100 50,853.00 191 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 1,435,000.00 4,053.480 1,418,718.00 192 600 MM ALTERNATIVE PIPE CULVERT M 600.0000 120,000.00 260.400 156,240.00 193 750 MM ALTERNATIVE PIPE CULVERT M 700.0000 12,600.00 17.500 12,250.00 194 450 MM REINFORCED CONCRETE PIPE M 310.0000 22,940.00 59.100 18,321.00 195 600 MM REINFORCED CONCRETE PIPE M 470.0000 131,600.00 355.180 166,934.60 196 900 MM REINFORCED CONCRETE PIPE M 1,000.0000 110,000.00 24.630 24,630.00 197 300 MM SLOTTED CORRUGATED STEEL PIPE M 350.0000 105,000.00 176.500 61,775.00 (1.63 MM THICK) 198 200 MM NON-PERFORATED PLASTIC PIPE M 400.0000 7,200.00 16.000 6,400.00 UNDERDRAIN 199 200 MM PERFORATED PLASTIC M 140.0000 180,600.00 2,094.200 293,188.00 PIPE UNDERDRAIN 200 80 MM PLASTIC PIPE (EDGE DRAIN) M 85.0000 137,700.00 932.700 79,279.50 201 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 350.0000 26,250.00 75.000 26,250.00 202 CLASS 3 PERMEABLE MATERIAL (BLANKET) M3 90.0000 183,600.00 2,585.910 232,731.90 203 300 MM CORRUGATED STEEL PIPE RISER M 300.0000 4,800.00 27.100 8,130.00 (1.63 MM THICK) 204 WELDED STEEL PIPE CASING (BRIDGE) M 300.0000 15,600.00 28.000 8,400.00 (SF) 205 300 MM ALTERNATIVE FLARED END SECTION EA 300.0000 600.00 2.000 600.00 206 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 207 600 MM ALTERNATIVE FLARED END SECTION EA 600.0000 2,400.00 4.000 2,400.00 208 DRAIN INLET MARKER EA 50.0000 1,550.00 32.000 1,600.00 209 DRAINAGE MANHOLE EA 5,500.0000 11,000.00 1.000 5,500.00 210 DRAINAGE INLET PROTECTION EA 600.0000 30,600.00 25.000 15,000.00 211 300 MM REINFORCED CONCRETE PIPE RISER M 225.0000 2,925.00 5.700 1,282.50 PROGRAM CAS145 PAGE 9 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 200 MM VITRIFIED CLAY SEWER PIPE M 825.0000 140,250.00 16.460 13,579.50 (S) 213 SEWER MANHOLE EA 10,000.0000 20,000.00 1.000 10,000.00 (S) 214 MINOR CONCRETE (BACKFILL) M3 275.0000 30,250.00 155.430 42,743.25 215 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 350.0000 10,500.00 30.900 10,815.00 216 SLOPE PAVING (CONCRETE) M3 900.0000 102,600.00 198.960 179,064.00 (F) 217 ROCK SLOPE PROTECTION FABRIC M2 5.0000 600.00 131.800 659.00 218 MINOR CONCRETE (MISCELLANEOUS M3 840.0000 529,200.00 849.220 713,344.80 CONSTRUCTION) 219 MINOR CONCRETE (GUTTER) M 115.0000 108,100.00 957.000 110,055.00 (F) 220 MISCELLANEOUS IRON AND STEEL KG 5.0000 130,695.00 27,617.000 138,085.00 (SF) 221 MISCELLANEOUS METAL KG 10.0000 28,500.00 2,850.000 28,500.00 (SF)(RESTRAINER - PIPE TYPE) 222 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 2,300.00 230.000 2,300.00 (SF) 223 BRIDGE DECK DRAINAGE SYSTEM KG 10.0000 66,200.00 6,620.000 66,200.00 (SF) 224 CHAIN LINK FENCE (TYPE CL-1.2) M 80.0000 36,160.00 768.000 61,440.00 (SF) 225 CHAIN LINK FENCE (TYPE CL-1.8) M 135.0000 7,830.00 1,112.670 150,210.45 (S) 226 1.8 M METAL GATE EA 5,000.0000 5,000.00 5.568 27,840.00 (S) 227 1.8 METAL FENCE M 5,000.0000 15,000.00 0.000 0.00 (S) 228 OBJECT MARKER (TYPE F) EA 85.0000 5,525.00 57.000 4,845.00 229 OBJECT MARKER (TYPE P) EA 200.0000 200.00 0.000 0.00 230 OBJECT MARKER (TYPE L-1) EA 150.0000 750.00 3.000 450.00 231 OBJECT MARKER (TYPE G) EA 150.0000 3,150.00 16.000 2,400.00 232 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 120,900.00 675.610 87,829.30 (S) 233 CHAIN LINK RAILING (TYPE 7) M 150.0000 18,300.00 122.000 18,300.00 (SF) 234 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 150.0000 21,750.00 145.000 21,750.00 (SF) 235 CONCRETE BARRIER (TYPE 25) M 255.0000 31,110.00 122.000 31,110.00 (F) 236 CONCRETE BARRIER BART M 3,720.0000 26,040.00 0.000 0.00 (F) 237 CONCRETE BARRIER (BART-C) M 1,900.0000 13,300.00 7.000 13,300.00 (S) 238 CABLE RAILING M 60.0000 59,880.00 998.000 59,880.00 (SF) PROGRAM CAS145 PAGE 10 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,050.0000 18,300.00 9.000 27,450.00 (S) 240 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,350.0000 25,850.00 13.000 30,550.00 (S) 241 CONCRETE BARRIER (TYPE 60) M 250.0000 387,250.00 1,230.000 307,500.00 (F) 242 CONCRETE BARRIER (TYPE 60A MODIFIED) M 200.0000 13,200.00 129.000 25,800.00 (F) 243 CONCRETE BARRIER (TYPE 60C) M 600.0000 861,000.00 1,794.000 1,076,400.00 (F) 244 CONCRETE BARRIER (TYPE 60D) M 170.0000 52,870.00 518.000 88,060.00 (F) 245 CONCRETE BARRIER (TYPE 60E) M 1,150.0000 172,500.00 164.040 188,646.00 246 CONCRETE BARRIER (TYPE 736A MODIFIED) M 285.0000 313,215.00 1,099.000 313,215.00 (F) 247 CONCRETE BARRIER (TYPE 736) M 230.0000 115,000.00 500.000 115,000.00 (F) 248 CONCRETE BARRIER (TYPE 736A) M 240.0000 78,000.00 452.000 108,480.00 (F) 249 CONCRETE BARRIER (TYPE 736 MODIFIED) M 450.0000 176,400.00 392.000 176,400.00 (F) 250 CONCRETE BARRIER (TYPE 736B) M 2,100.0000 6,300.00 0.000 0.00 (F) 251 CONCRETE BARRIER (TYPE 736SV) M 450.0000 648,000.00 1,455.350 654,907.50 252 THERMOPLASTIC CROSSWALK AND M2 70.0000 6,440.00 134.970 9,447.90 (S) PAVEMENT MARKING 253 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 66,000.00 36,352.070 72,704.14 (S) 254 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.3000 39,947.00 10,988.200 47,249.26 (S) 255 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 12,920.00 4,880.370 19,521.48 (S) (BROKEN 3.66 M - 0.92 M) 256 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 48,800.00 24,108.180 48,216.36 (S) (DASHED WHITE) 257 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 3,680.00 1,271.010 2,542.02 (S) (BROKEN 3.66 M - 0.92 M) 258 PAINT TRAFFIC STRIPE (2-COAT) M 0.8000 42,000.00 105,819.970 84,655.98 (S) 259 PAINT PAVEMENT MARKING (2-COAT) M2 56.0000 672.00 93.200 5,219.20 (S) 260 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.2500 23,400.00 11,916.000 26,811.00 (S) 261 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.6000 55,664.00 11,128.000 62,316.80 (S) 262 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 263 SIGNAL AND LIGHTING (LOCATION 3) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 264 LIGHTING (STAGE CONSTRUCTION) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 265 LIGHTING AND SIGN ILLUMINATION LS 700,000.0000 700,000.00 1.000 700,000.00 (S) PROGRAM CAS145 PAGE 11 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 266 SPRINKLER CONTROL CONDUIT (BRIDGE) M 90.0000 47,700.00 530.000 47,700.00 (SF) 267 TRAFFIC OPERATIONS SYSTEM (LOCATION 1) LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 268 TRAFFIC OPERATIONS SYSTEM (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 269 TRAFFIC OPERATIONS SYSTEM (LOCATION 3) LS 140,000.0000 140,000.00 1.000 140,000.00 (S) 270 TRAFFIC OPERATIONS SYSTEM (LOCATION 4) LS 9,000.0000 9,000.00 1.000 9,000.00 (S) 271 TRAFFIC OPERATIONS SYSTEM (LOCATION 5) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 272 TRAFFIC OPERATIONS SYSTEM (LOCATION 6) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 273 TRAFFIC OPERATIONS SYSTEM (LOCATION 7) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 274 TRAFFIC OPERATIONS SYSTEM (LOCATION 8) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 275 TRAFFIC OPERATIONS SYSTEM (LOCATION 9) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 276 TRAFFIC OPERATIONS SYSTEM (LOCATION 10) LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 277 TRAFFIC OPERATIONS SYSTEM (LOCATION 11) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 278 TRAFFIC OPERATIONS SYSTEM (LOCATION 12) LS 70,000.0000 70,000.00 1.000 70,000.00 (S) 279 TRAFFIC OPERATIONS SYSTEM (LOCATION 13) LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 280 TRAFFIC OPERATIONS SYSTEM (LOCATION 14) LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 281 TRAFFIC OPERATIONS SYSTEM (LOCATION 15) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 282 TRAFFIC OPERATIONS SYSTEM (LOCATION 16) LS 100,000.0000 100,000.00 1.000 100,000.00 (S) 283 TRAFFIC OPERATIONS SYSTEM (LOCATION 17) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 284 CAMERA UNIT EA 9,000.0000 18,000.00 2.000 18,000.00 (S) 285 PAN/TILT UNIT EA 8,000.0000 16,000.00 2.000 16,000.00 (S) 286 CAMERA CONTROL UNIT (CCU) EA 8,000.0000 16,000.00 2.000 16,000.00 (S) 287 VIDEO ENCODER UNIT (VEU) EA 35,000.0000 70,000.00 2.000 70,000.00 (S) 288 INTEGRATED SERVICES DIGITAL NETWORK EA 1,800.0000 3,600.00 2.000 3,600.00 (S) TERMINAL ADAPTER (ISDN TA) 289 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 290 RECONSTRUCT CONCRETE BARRIER M 1,040.0000 301,600.00 290.000 301,600.00 (TYPE MODIFIED BART-D) 291 RECONSTRUCT BARBED WIRE EXTENSION ARMS M 33.0000 63,030.00 2,115.680 69,817.44 PROGRAM CAS145 PAGE 12 DATE 11/18/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-249044 TIME 11:01 AM ESTIMATE NO. 49 BID OPENING 06/28/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/14/10 R.E. NAME: PATEL BHARAT DATE OF THIS ESTIMATE 11/18/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 83,734,454.14 ADJUSTMENT OF COMPENSATION 3,039,351.94 10,584,113.90 EXTRA WORK 0.00 5,649,672.95 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,039,351.94 99,968,240.99 292 MOBILIZATION LS 540,000.0000 8,540,000.00 1.000 8,540,000.00 ORIGINAL CONTRACT AMOUNT 90,911,557.55 TOTAL WORK COMPLETED 3,039,351.94 108,508,240.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -90,198.00 TOTAL 3,039,351.94 108,418,042.99 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/05/06 706 09/20/06 09/20/06 04/14/10 776 109 75 0 100% 100% PATEL BHARAT RESIDENT ENGINEER PROGRAM CAS145 DATE 11/18/11