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 06/17/13 EST. NO.23 TIME 09:51 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 0117-3 -457.96 E.W. @ F.A.(+) 013013 N 1076.1 DAO CORRECTING ENTRY 0117-4 588.37 013013 N 1076.1 DAO CORRECTING ENTRY 0119 476.84 040113 N 1405.0 0120 262.57 040213 N 1406.0 0121 1,433.98 040313 N 1407.0 0122 433.14 050813 N 1158.0 0123 154.69 082012 N 0694.0 0124 438.00 082112 N 0695.0 0125 193.36 082212 N 0696.0 0129 386.71 082312 N 0781.0 0131 1,290.70 042213 N 1497.0 0132 1,007.13 040713 N 1498.0 0134 341.25 040513 N 1157.0 0135 376.89 052913 N 1204.0 0136 690.62 032813 N 1386.0 002 0025 11,929.89 E.W. @ F.A.(+) 022113 N 1253.0 0027 5,658.08 111612 N 0810.0 0028 11,354.22 100112 N 0838.0 0029 176.67 020613 N 1072.0 0030 3,827.82 022113 N 1256.0 0031 5,916.80 021413 N 1259.0 0032 7,512.36 020113 N 1075.0 0033 10,615.46 031413 N 1241.0 0035 1,110.18 040513 N 1376.0 0036 8,421.71 042213 N 1440.0 0037 5,531.43 082912 N 0802.0 0038 6,834.07 101912 N 0830.0 0039 168.18 010612 N 0262.1 0040 137.49 040413 N 1378.0 0041 474.22 040913 N 1230.1 004 0045 293.10 E.W. @ F.A.(+) 042512 N 0585.0 0103 264.53 111912 N 0861.0 0113 207.35 122412 N 1033.0 0149 1,678.22 022013 N 1255.0 0151 440.65 111512 N 0846.0 0153 260.20 020513 N 0896.0 0154 130.10 020513 N 0897.0 0155 260.20 020613 N 0900.0 0157 260.20 020613 N 0912.0 0158 332.81 020313 N 0915.0 0159 1,982.61 021213 N 1068.0 0161 251.68 020813 N 1145.0 0164 973.72 020113 N 1150.0 0165 677.38 020413 N 1151.0 0166 98.98 020413 N 1152.0 0168 794.41 022013 N 1163.0 0169 223.37 021513 N 1166.0 0171 360.27 021913 N 1169.0 0172 217.01 020713 N 1171.0 0173 1,070.90 020113 N 1178.0 0175 710.61 030113 N 1248.0 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 06/17/13 EST. NO.23 TIME 09:51 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0177 188.66 022613 N 1269.0 0178 251.68 022313 N 1270.0 0179 120.08 010313 N 1272.0 0180 120.08 010313 N 1273.0 0181 240.18 011013 N 1275.0 0182 123.10 011013 N 1276.0 0183 123.10 011013 N 1277.0 0189 120.09 012313 N 1283.0 0191 267.72 012613 N 1285.0 0192 130.76 012613 N 1286.0 0194 492.44 030613 N 1335.0 0196 720.54 030513 N 1337.0 0198 129.62 021813 N 1264.0 0199 340.45 101712 N 0832.0 0201 1,105.67 020113 N 1074.0 0204 160.38 031213 N 1342.0 0207 80.19 031213 N 1345.0 0207-1 -80.19 031213 N 1345.0 DAO CORRECTING ENTRY 0207-2 80.19 031213 N 1345.0 DAO CORRECTING ENTRY 0209 1,206.14 040113 N 1379.1 0211 250.92 032013 N 0906.0 0213 4,993.09 020713 N 1071.0 0214 720.54 031913 N 1180.0 0215 60.04 031913 N 1181.0 0215-1 -60.04 031913 N 1181.0 DAO CORRECTING ENTRY 0217 207.58 031913 N 1183.0 0219 60.04 031913 N 1186.0 0222 637.50 021913 N 1257.0 0224 240.58 031213 N 1346.0 0225 663.09 031313 N 1347.0 0228 76.94 032913 N 1291.0 0234 89.59 040113 N 1383.0 008 0020 5,043.38 E.W. @ F.A.(+) 022613 N 1442.0 0021 5,043.38 032613 N 1443.0 0022 771.86 042313 N 1458.0 0023 1,678.31 042413 N 1438.0 0024 771.86 042313 N 1479.0 0025 1,070.16 052113 N 1500.0 0026 9,579.08 050313 N 1501.0 015 0029 57,180.61 E.W. @ F.A.(+) 013013 N 1401.0 0030 5,870.43 022113 N 1402.0 0031 5,869.94 021113 N 1403.0 0034 12.69 021113 N 1236.0 0035 1,608.44 040113 N 1382.0 018 0004 2,636.18 E.W. @ F.A.(+) 122111 N 0718.0 0005 196.23 090712 N 0791.0 019 0007 820.63 E.W. @ F.A.(+) 042913 N 1436.0 023 0008 4,107.57 E.W. @ F.A.(+) 042413 N 1444.0 0010 471.00 020613 N 1503.0 0011 2,026.97 021213 N 1504.0 024 0009 228.97 E.W. @ F.A.(+) 050113 N 1471.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 06/17/13 EST. NO.23 TIME 09:51 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 644.08 050613 N 1463.0 0011 290.98 050313 N 1472.0 0012 479.52 050113 N 1471.1 028 0063 1,116.62 E.W. @ F.A.(+) 033113 N 0964.0 0064 1,023.51 040113 N 0966.0 0065 845.14 031913 N 1062.0 0066 763.98 031813 N 1065.0 0067 2,016.95 031513 N 1239.0 0071 5,137.81 021012 N 0358.0 0073 265.63 041913 N 1439.0 0075 13,218.80 E.W. @ U.P (+) 052013 N 0075C0 029 0013 627.57 E.W. @ F.A.(+) 050213 N 1499.0 030 0007 1,203.39 E.W. @ F.A.(+) 020713 N 1069.0 0008 146.25 041813 N 1370.0 0009 304.52 041713 N 1371.0 0010 246.28 042513 N 1437.1 031 0001-1 -367.12 E.W. @ F.A.(+) 071012 N 0545.0 DAO CORRECTING ENTRY 0001-2 376.87 071012 N 0545.0 DAO CORRECTING ENTRY 0004-1 -1,320.28 062912 N 0547.0 DAO CORRECTING ENTRY 0004-2 1,342.14 062912 N 0547.0 DAO CORRECTING ENTRY 0008-1 -779.97 091012 N 0677.0 DAO CORRECTING ENTRY 0008-2 797.53 091012 N 0677.0 DAO CORRECTING ENTRY 0015 1,358.59 101912 N 0831.0 0016 2,425.42 011513 N 1083.0 0017 1,910.16 011013 N 1088.0 0018 215.29 032812 Y 0431.0 032 0018 342.79 E.W. @ F.A.(+) 040413 N 1206.0 0018-1 -342.79 040413 N 1206.0 DAO CORRECTING ENTRY 0018-2 338.04 040413 N 1206.0 DAO CORRECTING ENTRY 0019 413.92 041513 N 1209.0 0020 413.92 041813 N 1211.0 0021 374.24 042313 N 1213.0 0022 413.92 042513 N 1214.0 0023 413.92 042613 N 1215.0 0024 420.08 041113 N 1333.0 0024-1 -420.08 041113 N 1333.0 DAO CORRECTING ENTRY 0024-2 413.92 041113 N 1333.0 DAO CORRECTING ENTRY 0025 4,027.02 042712 N 0631.1 0026 413.92 050613 N 1194.0 0027 413.92 042913 N 1216.0 0028 413.92 050113 N 1218.0 0029 338.04 050313 N 1219.0 0030 413.92 050813 N 1195.0 0031 413.92 051013 N 1220.0 0032 413.92 051313 N 1217.0 0033 413.92 051513 N 1324.0 0034 265.66 052013 N 1156.0 0035 375.98 051713 N 1221.0 0036 413.92 053113 N 1325.0 0037 413.92 052213 N 1191.0 0038 413.92 052413 N 1203.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 06/17/13 EST. NO.23 TIME 09:51 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0039 413.92 052813 N 1323.0 044 0001 1,229.69 E.W. @ F.A.(+) 121112 N 1136.0 0002 2,758.09 121412 N 1138.0 0003 497.08 040213 N 1408.0 0004 579.51 040313 N 1409.0 0005 1,957.27 040513 N 1410.0 045 0001 645.82 E.W. @ F.A.(+) 030513 N 1247.0 049 0001 73,349.58 E.W. @ F.A.(+) 031813 N 1493.0 0003 16,400.56 032113 N 1495.0 0004 513.35 031813 N 1496.0 050 0001 242.56 E.W. @ F.A.(+) 032813 N 1387.0 0002 59,134.17 032613 N 1365.0 421,560.65 TOTAL THIS ESTIMATE 2,584,243.06 TOTAL PREVIOUS ESTIMATE 3,005,803.71 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 06/17/13 EST. NO.23 TIME 09:51 AM R.E. NAME: DEOL, HARMINDER 10-0G4704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ANOMALY @ BENT 5 & 6 -600.00 03 CALAVERAS B-3 P- 1 -1,500.00 05 CALAVERAS B-4 P-1 -853.00 05 CALAVERAS B-9 P-7 -54.00 05 CALAVERA P8-B8,P7-B9 -1,675.00 06 CALAVERAS P1-B3 12.00 06 EBMD P2-B4&5, P3-B4 -900.00 06 CV OUT SW6 FOOTING -3,058.00 07 AGG OUT OF COMP 4/18 -41.25 08 LATE LANE CLOSURE -2,000.00 09 SWPP DEFICIENCY -25,000.00 12 SWPP ANNUAL REPORT -10,000.00 12 ITEM 142 CALAVERAS -1,680.00 15 ITEM 42 RW #1 -148.00 15 SWPPP NON COMPIANCE -309,858.00 15 RELEASE SWPPP 309,858.00 16 LATE CPM UPDATE -184,600.22 18 LATE CPM UPDATE -171,345.00 22 LATE CPM UPDATE 184,600.22 23 LATE CPM UPDATE 171,345.00 23 355,945.22 -47,497.25 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 03 MISSING PAYROLLS -1,000.00 04 MISSING PAYROLLS -10,000.00 05 MISSING PAYROLLS -10,000.00 06 MISSING PAYROLLS -10,000.00 07 REC'ED PAYROLLS#7 10,000.00 08 MISSING PAYROLLS -10,000.00 09 REC'ED PAYROLL # 4 1,000.00 10 MISSING PAYROLLS -10,000.00 11 MISSING PAYROLLS -10,000.00 12 MISSING PAYROLLS -10,000.00 14 REC'ED PAYROLLS 10,000.00 14 MISSING PAYROLLS -10,000.00 18 REC'ED PAYROLLS 10,000.00 18 REC'ED PAYROLLS 10,000.00 19 REC'ED ALL PAYROLLS 50,000.00 20 0.00 0.00 TOTAL DEDUCTIONS 355,945.22 -47,497.25 PROGRAM CAS145 PAGE 1 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 LOCATION PROGRESS ESTIMATE 10-SJ-5-28.5/35.6 ----------------- R & L BROSAMER INC IN SAN JOAQUIN COUNTY IN STOCKTON 1777 OAKLAND BLVD SUITE 300 FROM 0.4 MILE NORTH OF 8TH STREET WALNUT CREEK CA 94596 UNDERCROSSING TO HAMMER LANE UNDERCROSING FED. AID NO. ACIM- 005(633)E WIDEN BRIDGES AND FREEWAY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250 002 TIME-RELATED OVERHEAD WDAY 3,000.0000 2,805,000.00 43.000 129,000.00 421.000 1,263,000 003 TEMPORARY REINFORCED SILT FENCE LF 5.0000 8,850.00 2,420.000 12,100 004 TEMPORARY FENCE (TYPE ESA) LF 3.0000 109,200.00 18,328.000 54,984 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.050 10,000.00 0.450 90,000 006 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.018 36.00 0.680 1,360 PREVENTION PLAN 007 PUBLIC SAFETY PLAN LS 3,000.0000 3,000.00 0.000 0 008 TEMPORARY CREEK DIVERSION SYSTEM LS 80,000.0000 80,000.00 1.000 80,000 009 TEMPORARY FIBER ROLL LF 3.0000 186,900.00 9,541.000 28,623 010 TEMPORARY SILT FENCE LF 2.7500 118,800.00 32,996.000 90,739 011 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 133,000.00 15.000 52,500 012 TEMPORARY COVER SQYD 1.2500 156,250.00 29,143.000 36,428 013 MOVE-IN/MOVE-OUT EA 525.0000 6,825.00 8.000 4,200 (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 100,000.00 131.000 26,200 015 STREET SWEEPING LS 200,000.0000 200,000.00 0.050 10,000.00 0.450 90,000 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 36,000.0000 36,000.00 0.050 1,800.00 0.450 16,200 017 TEMPORARY CONSTRUCTION ROADWAY CY 90.0000 199,800.00 1,354.800 121,932 018 TEMPORARY HYDRAULIC MULCH SQYD 0.2500 31,250.00 77,740.000 19,435 019 TEMPORARY SOIL BINDER SQYD 0.1500 18,750.00 0.000 0 020 STORM WATER ANNUAL REPORT EA 1,000.0000 4,000.00 1.000 1,000 021 STORM WATER SAMPLING AND ANALYSIS DAY EA 400.0000 40,000.00 132.000 52,800 022 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.023 1,840.00 0.449 35,920 PROGRAM CAS145 PAGE 2 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC CONTROL SYSTEM LS 400,000.0000 400,000.00 0.045 18,000.00 0.505 202,000 024 TYPE II BARRICADE EA 55.0000 880.00 5.000 275 025 TYPE III BARRICADE EA 55.0000 3,685.00 3.000 165.00 24.000 1,320 026 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 45,200.00 93.000 3,720.00 310.000 12,400 027 PORTABLE CHANGEABLE MESSAGE SIGN LS 45,000.0000 45,000.00 0.050 2,250.00 0.510 22,950 028 TEMPORARY RAILING (TYPE K) LF 6.0000 1,086,000.00 1,660.000 9,960.00 83,880.000 503,280 029 TEMPORARY CRASH CUSHION MODULE EA 200.0000 102,000.00 14.000 2,800.00 65.000 13,000 030 TEMPORARY CRASH CUSHION MODULE ABSORB EA 3,000.0000 75,000.00 3.000 9,000.00 64.000 192,000 350 (TYPE TL3) 031 TEMPORARY TRAFFIC SCREEN LF 5.0000 9,000.00 600.000 3,000 032 REMOVE YELLOW PAINTED TRAFFIC STRIPE LF 0.4500 8,280.00 3,015.000 1,356 (HAZARDOUS WASTE) 033 CONTRACTOR SUPPLIED BIOLOGIST (DAY) DAY 1,000.0000 120,000.00 4.000 4,000.00 296.000 296,000 034 NATURAL RESOURCE PROTECTION PLAN LS 2,000.0000 2,000.00 1.000 2,000 035 FISH PROTECTION LS 15,000.0000 15,000.00 1.000 15,000 036 ABANDON CULVERT LF 6.0000 12,360.00 624.000 3,744 037 ABANDON INLET EA 600.0000 6,600.00 11.000 6,600 038 REMOVE CHAIN LINK FENCE LF 6.0000 7,260.00 1,216.000 7,296 039 REMOVE METAL BEAM GUARD RAILING LF 6.0000 15,600.00 2,555.500 15,333 040 REMOVE FLARED END SECTION EA 250.0000 1,750.00 0.000 0 041 REMOVE PAINTED TRAFFIC STRIPE LF 0.3500 191,450.00 2,400.000 840.00 68,047.000 23,816 042 REMOVE PAVEMENT MARKING SQFT 3.0000 9,840.00 1,429.000 4,287 043 REMOVE PAVEMENT MARKER EA 1.0000 10,400.00 63.000 63.00 8,307.000 8,307 044 REMOVE ROADSIDE SIGN EA 150.0000 2,850.00 11.000 1,650 045 REMOVE SIGN STRUCTURE EA 4,000.0000 24,000.00 6.000 24,000 046 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 5,980.00 866.700 1,733.40 963.000 1,926 047 REMOVE CULVERT LF 18.0000 96,300.00 1,419.500 25,551 048 REMOVE INLET EA 500.0000 35,500.00 33.000 16,500 049 REMOVE HEADWALL EA 500.0000 2,500.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE PAVEMENT SQYD 1.5000 225,000.00 18,932.000 28,398.00 20,834.000 31,251 051 REMOVE CONCRETE DECK SURFACE SQFT 3.0000 73,845.00 0.000 0 052 SALVAGE SINGLE THRIE BEAM BARRIER LF 6.0000 73,800.00 12,112.500 72,675 053 SALVAGE DOUBLE THRIE BEAM BARRIER LF 10.0000 130,000.00 12,900.000 129,000 054 SALVAGE METAL BRIDGE RAILING LF 13.0000 67,236.00 5,172.000 67,236 055 RECONSTRUCT SINGLE THRIE BEAM BARRIER LF 30.0000 45,600.00 592.000 17,760 056 RECONSTRUCT DOUBLE THRIE BEAM BARRIER LF 45.0000 20,700.00 259.000 11,655 057 RECONSTRUCT METAL BEAM GUARD RAILING LF 32.0000 9,280.00 0.000 0 058 ADJUST INLET EA 1,000.0000 4,000.00 0.000 0 059 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 0.9000 160,200.00 6,211.000 5,589 060 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.1200 23,729.40 0.000 0 061 REMOVE SOUND WALL LF 25.0000 11,750.00 330.000 8,250 062 ACCESS OPENING, SOFFIT EA 1,000.0000 56,000.00 0.000 0 063 CAP INLET EA 1,500.0000 10,500.00 8.000 12,000 064 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000 065 BRIDGE REMOVAL (PORTION), LOCATION B LS 18,000.0000 18,000.00 1.000 18,000 066 BRIDGE REMOVAL (PORTION), LOCATION C LS 20,000.0000 20,000.00 1.000 20,000 067 BRIDGE REMOVAL (PORTION), LOCATION D LS 20,000.0000 20,000.00 1.000 20,000 068 BRIDGE REMOVAL (PORTION), LOCATION E LS 60,000.0000 60,000.00 1.000 60,000 069 BRIDGE REMOVAL (PORTION), LOCATION F LS 40,000.0000 40,000.00 1.000 40,000 070 BRIDGE REMOVAL (PORTION), LOCATION G LS 18,000.0000 18,000.00 0.860 15,480 071 BRIDGE REMOVAL (PORTION), LOCATION H LS 45,000.0000 45,000.00 1.000 45,000 072 BRIDGE REMOVAL (PORTION), LOCATION I LS 35,000.0000 35,000.00 1.000 35,000 073 BRIDGE REMOVAL (PORTION), LOCATION J LS 20,000.0000 20,000.00 1.000 20,000 074 BRIDGE REMOVAL (PORTION), LOCATION K LS 12,000.0000 12,000.00 0.100 1,200.00 1.000 12,000 075 CLEARING AND GRUBBING LS 225,000.0000 225,000.00 0.980 220,500 076 ROADWAY EXCAVATION CY 15.0000 2,790,000.00 10,305.000 154,575.00 83,700.000 1,255,500 PROGRAM CAS145 PAGE 4 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION (TYPE Y-1) CY 16.0000 76,960.00 3,066.000 49,056 (AERIALLY DEPOSITED LEAD) 078 LEAD COMPLIANCE PLAN LS 4,500.0000 4,500.00 1.000 4,500 079 ADL BURIAL LOCATION REPORT LS 20,000.0000 20,000.00 0.000 0 080 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000 081 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 53,650.00 1,073.000 53,650 (F) 082 STRUCTURE EXCAVATION (TYPE D) CY 50.0000 18,500.00 370.000 18,500 (F) 083 STRUCTURE EXCAVATION (CRIB WALL) CY 15.0000 38,400.00 1,280.000 19,200 084 STRUCTURE EXCAVATION (RETAINING WALL) CY 5.0000 277,000.00 48,184.100 240,920 085 STRUCTURE BACKFILL (BRIDGE) CY 85.0000 58,905.00 84.500 7,182.50 485.290 41,249 (F) 086 STRUCTURE BACKFILL (CRIB WALL) CY 20.0000 51,000.00 0.000 0 087 STRUCTURE BACKFILL (RETAINING WALL) CY 10.0000 373,000.00 5,699.000 56,990.00 10,015.000 100,150 (F) 088 PERVIOUS BACKFILL MATERIAL (RETAINING CY 25.0000 69,000.00 595.000 14,875.00 595.000 14,875 (F) WALL) 089 SAND BACKFILL CY 100.0000 22,000.00 72.650 7,265 090 DITCH EXCAVATION CY 10.0000 83,600.00 2,841.000 28,410 091 IMPORTED MATERIAL (SHOULDER BACKING) TON 32.0000 16,000.00 0.000 0 092 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.2500 769,500.00 123,180.000 277,155 093 EROSION CONTROL (DRY SEED) (SQFT) SQFT 1.0000 2,200.00 0.000 0 094 COMPOST (INCORPORATE) SQYD 5.0000 1,250.00 0.000 0 095 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 9,350.00 1.000 550 096 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 4,000.0000 112,000.00 1.500 6,000 097 MAINTAIN EXISTING PLANTED AREAS LS 105,000.0000 105,000.00 0.050 5,250.00 0.450 47,250 098 MAINTAIN EXISTING IRRIGATION FACILITIES LS 40,000.0000 40,000.00 0.050 2,000.00 0.450 18,000 099 IRRIGATION SYSTEM LS 330,000.0000 330,000.00 0.473 156,090 100 8" CORRUGATED HIGH DENSITY LF 30.0000 113,100.00 132.000 3,960.00 1,708.000 51,240 POLYETHYLENE PIPE CONDUIT 101 CLASS 2 AGGREGATE SUBBASE CY 28.0000 2,192,400.00 25,960.000 726,880 102 AGGREGATE BASE (APPROACH SLAB) CY 65.0000 16,770.00 0.000 0 103 CLASS 3 AGGREGATE BASE CY 40.0000 32,080.00 802.000 32,080 PROGRAM CAS145 PAGE 5 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 HOT MIX ASPHALT TON 71.0000 5,722,600.00 18,715.750 1,328,818 105 SHOULDER RUMBLE STRIP STA 90.0000 3,060.00 0.000 0 (AC, GROUND-IN INDENTATIONS) 106 DATA CORE LS 10,000.0000 10,000.00 0.000 0 107 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 8.0000 1,680.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 8.0000 1,440.00 0.000 0 109 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 8.0000 2,160.00 0.000 0 110 PLACE HOT MIX ASPHALT SQYD 60.0000 4,980.00 0.000 0 (MISCELLANEOUS AREA) 111 TACK COAT TON 700.0000 55,300.00 3.510 2,457 112 CONTINUOUSLY REINFORCED CONCRETE CY 166.0000 15,504,400.00 294.000 48,804.00 19,505.950 3,237,987 PAVEMENT 113 CONTINUOUSLY REINFORCED CONCRETE LF 4.0000 600.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE A) 114 CONTINUOUSLY REINFORCED CONCRETE LF 80.0000 4,800.00 36.000 2,880 PAVEMENT (TERMINAL JOINT, TYPE B) 115 CONTINUOUSLY REINFORCED CONCRETE LF 75.0000 5,400.00 0.000 0 PAVEMENT (TERMINAL JOINT, TYPE C) 116 CONTINUOUSLY REINFORCED CONCRETE LF 16.0000 49,280.00 779.330 12,469.28 779.330 12,469 PAVEMENT (TERMINAL JOINT, TYPE E) 117 CONTINUOUSLY REINFORCED CONCRETE LF 600.0000 1,824,000.00 276.000 165,600 PAVEMENT (WIDE FLANGE BEAM TERMINAL) 118 CONTINUOUSLY REINFORCED CONCRETE LF 150.0000 456,000.00 752.000 112,800 PAVEMENT (EXPANSION JOINT, TYPE WF) 119 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 1,104,000.00 0.000 0 120 SHOULDER RUMBLE STRIP STA 40.0000 27,200.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 121 SEAL PAVEMENT JOINT LF 1.3500 352,350.00 0.000 0 122 SEAL ISOLATION JOINT LF 8.0000 61,280.00 0.000 0 123 GROOVE POLYESTER CONCRETE OVERLAY SQYD 14.0000 187,320.00 0.000 0 (F) 124 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 185.0000 880,970.00 4,756.940 880,033 125 30" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 125.0000 370,750.00 2,966.000 370,750 126 36" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 145.0000 158,630.00 1,094.000 158,630 127 48" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 275.0000 226,600.00 824.000 226,600 128 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 385.0000 80,850.00 210.000 80,850 129 FURNISH PILING (CLASS 140) LF 60.0000 117,780.00 1,963.000 117,780 (ALTERNATIVE W) PROGRAM CAS145 PAGE 6 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 DRIVE PILE (CLASS 140) EA 1,250.0000 35,000.00 28.000 35,000 (ALTERNATIVE W) 131 FURNISH PILING LF 30.0000 160,680.00 5,442.000 163,260 (CLASS 140) (ALTERNATIVE X) (MODIFIED) 132 DRIVE PILE EA 1,500.0000 135,000.00 90.000 135,000 (CLASS 140) (ALTERNATIVE X) (MODIFIED) 133 FURNISH PILING (CLASS 200) LF 75.0000 144,675.00 1,929.000 144,675 (ALTERNATIVE W) 134 DRIVE PILE (CLASS 200) EA 1,300.0000 31,200.00 24.000 31,200 (ALTERNATIVE W) 135 FURNISH PILING LF 30.0000 106,230.00 3,541.000 106,230 (CLASS 200) (ALTERNATIVE X) (MODIFIED) 136 DRIVE PILE EA 1,200.0000 76,800.00 64.000 76,800 (CLASS 200) (ALTERNATIVE X) (MODIFIED) 137 16" CAST-IN-DRILLED-HOLE CONCRETE LF 50.0000 675,000.00 3,950.250 197,512.50 3,950.250 197,512 PILING (SOUND WALL) 138 PRESTRESSING CAST-IN-PLACE CONCRETE LS 380,000.0000 380,000.00 0.060 22,800.00 0.950 361,000 139 PRESTRESSING LS 35,000.0000 35,000.00 0.000 0 (HIGH STRENGTH THREADED RODS) 140 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 550.0000 22,000.00 37.000 20,350 (F) 141 STRUCTURAL CONCRETE, BRIDGE CY 625.0000 4,881,250.00 129.530 80,956.25 6,706.370 4,191,481 (F) 142 STRUCTURAL CONCRETE, RETAINING WALL CY 380.0000 6,270,000.00 330.110 125,441.80 12,610.910 4,792,145 (F) 143 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 602,000.00 895.500 447,750 (F) (TYPE N) 144 STRUCTURAL CONCRETE, APPROACH SLAB CY 500.0000 1,278,000.00 0.000 0 (TYPE R) 145 STRUCTURAL CONCRETE, BOX CULVERT CY 800.0000 81,600.00 51.000 40,800.00 51.000 40,800 (F) 146 MINOR CONCRETE (MINOR STRUCTURE) CY 1,100.0000 480,700.00 25.580 28,138.00 36.860 40,546 (F) 147 MINOR CONCRETE (BACKFILL) CY 110.0000 1,430.00 0.000 0 148 PAVING NOTCH EXTENSION CF 225.0000 244,575.00 19.680 4,428 149 DIAPHRAGM BOLSTER EA 2,800.0000 274,400.00 0.000 0 150 ARCHITECTURAL TEXTURE (PIER WALL) SQFT 25.0000 37,250.00 1,490.000 37,250 (F) 151 FRACTURED RIB TEXTURE SQFT 1.1000 171,600.00 1,613.440 1,774.78 121,153.570 133,268 152 DRILL AND BOND DOWEL LF 15.0000 56,850.00 173.000 2,595.00 1,217.870 18,268 153 CLEAN EXPANSION JOINT LF 18.0000 4,320.00 0.000 0 154 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,700.0000 18,800.00 4.000 18,800.00 4.000 18,800 GIRDER (30'-40') 155 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,400.0000 140,400.00 26.000 140,400.00 26.000 140,400 GIRDER (40'-50') 156 FURNISH PRECAST PRESTRESSED CONCRETE SQFT 25.0000 339,250.00 8,778.000 219,450 SLAB (TYPE SII) PROGRAM CAS145 PAGE 7 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 ERECT PRECAST PRESTRESSED CONCRETE EA 1,000.0000 30,000.00 30.000 30,000.00 30.000 30,000 GIRDER 158 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,100.0000 130,900.00 77.000 84,700 UNIT 159 REINFORCED CONCRETE CRIB WALL (TYPE A) SQFT 60.0000 120,000.00 0.000 0 160 FURNISH POLYESTER CONCRETE OVERLAY CF 80.0000 2,376,000.00 0.000 0 161 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 197,745.00 0.000 0 (F) 162 CORE AND PRESSURE GROUT HIGH STRENGTH LF 115.0000 29,900.00 0.000 0 THREADED ROD 163 CORE CONCRETE (2") LF 110.0000 1,100.00 0.000 0 164 CORE CONCRETE (8") LF 180.0000 720.00 0.000 0 165 CORE CONCRETE (9") LF 200.0000 15,000.00 0.000 0 166 CORE CONCRETE (12") LF 280.0000 560.00 0.000 0 167 CORE CONCRETE (10") LF 260.0000 520.00 0.000 0 168 CORE CONCRETE (14") LF 360.0000 3,600.00 0.000 0 169 CORE CONCRETE (16") LF 475.0000 2,375.00 0.000 0 170 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 15.0000 2,715,000.00 0.000 0 171 SOUND WALL (MASONRY BLOCK) SQFT 16.0000 156,480.00 0.000 0 (F) 172 JOINT SEAL (MR 1/2") LF 40.0000 6,160.00 0.000 0 173 JOINT SEAL (MR 1") LF 25.0000 61,475.00 0.000 0 174 JOINT SEAL (MR 1 1/2") LF 55.0000 25,410.00 0.000 0 175 JOINT SEAL (MR 2") LF 75.0000 51,525.00 0.000 0 176 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 2,341,080.00 102,468.000 92,221.20 2,430,807.000 2,187,726 (F) 177 BAR REINFORCING STEEL (RETAINING WALL) LB 1.0000 1,556,561.00 1,265,834.000 1,265,834 (F) 178 BAR REINFORCING STEEL (BOX CULVERT) LB 1.0000 24,500.00 12,250.000 12,250.00 12,250.000 12,250 (F) 179 FURNISH SIGN STRUCTURE (TRUSS) LB 3.0000 548,937.00 0.000 0 (F) 180 INSTALL SIGN STRUCTURE (TRUSS) LB 0.4000 73,191.60 0.000 0 (F) 181 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 13.0000 22,100.00 0.000 0 182 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 13.0000 3,900.00 0.000 0 (0.063"-UNFRAMED) 183 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 18.0000 18,000.00 0.000 0 (0.063"-FRAMED) PROGRAM CAS145 PAGE 8 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 184 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 500.0000 25,500.00 0.000 0 (SIGN FOUNDATION) 185 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 600.0000 126,000.00 0.000 0 (SIGN FOUNDATION) 186 METAL (BARRIER MOUNTED SIGN) LB 9.0000 41,310.00 0.000 0 187 METAL (SOUNDWALL MOUNTED SIGN) LB 12.0000 44,880.00 0.000 0 188 ROADSIDE SIGN - ONE POST EA 300.0000 10,200.00 0.000 0 189 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 750.00 0.000 0 METHOD) 190 INSTALL SIGN OVERLAY SQFT 16.0000 256.00 0.000 0 191 12" ALTERNATIVE PIPE CULVERT LF 100.0000 5,200.00 0.000 0 192 18" ALTERNATIVE PIPE CULVERT LF 40.0000 181,200.00 194.000 7,760 193 24" ALTERNATIVE PIPE CULVERT LF 46.0000 273,700.00 0.000 0 194 JACKED 24" REINFORCED CONCRETE PIPE LF 350.0000 248,500.00 0.000 0 (CLASS IV) 195 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 15.0000 373,500.00 1,724.000 25,860.00 1,724.000 25,860 196 6" PLASTIC PIPE LF 25.0000 61,000.00 18.000 450.00 18.000 450 197 12" ANCHOR ASSEMBLY EA 1,000.0000 28,000.00 0.000 0 198 12" ALTERNATIVE PIPE DOWNDRAIN LF 30.0000 96,000.00 0.000 0 199 18" ALTERNATIVE PIPE DOWNDRAIN LF 35.0000 14,700.00 0.000 0 200 CORRUGATED STEEL PIPE RISER LF 600.0000 46,200.00 3.000 1,800 (0.079" THICK) 201 12" ALTERNATIVE FLARED END SECTION EA 350.0000 32,900.00 0.000 0 202 18" ALTERNATIVE FLARED END SECTION EA 450.0000 3,600.00 0.000 0 203 36" GCP INLET LF 700.0000 9,800.00 0.000 0 204 DRAINAGE MANHOLE (TYPE 1) LF 250.0000 55,000.00 0.000 0 205 DRAINAGE MANHOLE (TYPE 3) LF 200.0000 6,000.00 19.500 3,900 206 ROCK SLOPE PROTECTION CY 125.0000 91,250.00 977.000 122,125 (BACKING NO. 2, METHOD B) 207 SLOPE PAVING (PATTERNED CONCRETE) CY 650.0000 111,150.00 8.400 5,460 (F) 208 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 8,500.00 543.900 2,719 209 MINOR CONCRETE (MISCELLANEOUS CY 500.0000 375,000.00 2.990 1,495 CONSTRUCTION) 210 MINOR CONCRETE (TEXTURED PAVING) SQFT 10.0000 151,000.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 211 MISCELLANEOUS IRON AND STEEL LB 2.2500 140,179.50 552.000 1,242 (F) 212 MISCELLANEOUS METAL LB 5.0000 90,000.00 0.000 0 (F) (RESTRAINER - PIPE TYPE) 213 MISCELLANEOUS METAL LB 10.0000 31,600.00 0.000 0 (F) (RESTRAINER - CABLE TYPE) 214 MISCELLANEOUS METAL (BRIDGE) LB 25.0000 9,000.00 360.000 9,000 (F) 215 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 242,025.00 0.000 0 (F) 216 BRIDGE DECK DRAINAGE SYSTEM LB 7.5000 129,000.00 0.000 0 (F) (EDGE DRAIN) 217 6' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 18,000.00 0.000 0 218 OBJECT MARKER (TYPE L) EA 35.0000 140.00 0.000 0 219 VEGETATION CONTROL (MINOR CONCRETE) SQYD 35.0000 113,050.00 0.000 0 220 TRANSITION RAILING (TYPE WB) EA 2,800.0000 28,000.00 0.000 0 221 TRANSITION RAILING (TYPE DTB) EA 4,500.0000 9,000.00 0.000 0 222 END ANCHOR ASSEMBLY (TYPE CA) EA 1,600.0000 4,800.00 0.000 0 223 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 19,800.00 0.000 0 224 CONCRETE BARRIER (TYPE 60) LF 32.0000 595,200.00 0.000 0 225 CONCRETE BARRIER (TYPE 60E) LF 175.0000 42,000.00 0.000 0 226 CONCRETE BARRIER LF 50.0000 119,800.00 0.000 0 (F) (TYPE 60A MODIFIED) 227 CONCRETE BARRIER (TYPE 736A) LF 65.0000 137,150.00 0.000 0 228 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 125.0000 119,250.00 0.000 0 (F) 229 CONCRETE BARRIER (TYPE 736S) LF 100.0000 67,000.00 0.000 0 230 CONCRETE BARRIER (TYPE 736B) LF 180.0000 10,980.00 0.000 0 231 CONCRETE BARRIER LF 90.0000 1,328,760.00 0.000 0 (F) (TYPE 736A MODIFIED) 232 CONCRETE BARRIER LF 145.0000 3,770.00 0.000 0 (F) (TYPE 736B MODIFIED) 233 CONCRETE BARRIER (TYPE 736SV) LF 125.0000 503,750.00 0.000 0 234 PAINT TRAFFIC STRIPE (2-COAT) LF 0.2100 206,640.00 2,000.000 420.00 181,403.000 38,094 235 PAINT PAVEMENT MARKING SQFT 3.0000 16,560.00 3,258.000 9,774 236 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.5000 300.00 1,388.000 3,470.00 1,432.000 3,580 237 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 45,000.00 169.000 507.00 5,687.000 17,061 PROGRAM CAS145 PAGE 10 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 238 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 3,000.0000 3,000.00 0.050 150.00 0.450 1,350 SYSTEM ELEMENTS DURING CONSTRUCTION 239 LIGHTING (STAGE CONSTRUCTION) LS 300,000.0000 300,000.00 0.098 29,400.00 0.208 62,400 240 LIGHTING AND SIGN ILLUMINATION LS 500,000.0000 500,000.00 0.044 22,000.00 0.432 216,000 241 CHANGEABLE MESSAGE SIGN SYSTEM LS 45,000.0000 45,000.00 0.050 2,250 242 FIBER OPTIC SYSTEM LS 465,000.0000 465,000.00 0.025 11,625.00 0.861 400,365 243 RELOCATE MICROWAVE VEHICLE DETECTION LS 8,000.0000 8,000.00 0.330 2,640 SYSTEM 244 VEHICLE CLASSIFICATION STATION LS 105,000.0000 105,000.00 0.000 0 245 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 06/17/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 10-0G4704 TIME 09:51 AM ESTIMATE NO. 23 BID OPENING 04/06/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/13 R.E. NAME: DEOL, HARMINDER DATE OF THIS ESTIMATE 06/17/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,428,482.71 30,083,290.09 ADJUSTMENT OF COMPENSATION 0.00 -69,677.62 EXTRA WORK 421,560.65 3,075,481.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,850,043.36 33,089,093.80 246 MOBILIZATION LS 8,000,000.0000 8,000,000.00 0.950 7,600,000 ORIGINAL CONTRACT AMOUNT 86,309,895.50 TOTAL WORK COMPLETED 1,850,043.36 40,689,093.80 MATERIALS ON HAND ON SITE 808,244.31 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 355,945.22 -47,497.25 TOTAL 2,205,988.58 41,449,840.86 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 06/15/11 935 08/22/11 08/09/11 07/16/15 421 43 0 0 45% 45% PROGRESS IS SATISFACTORY DEOL, HARMINDER RESIDENT ENGINEER PROGRAM CAS145 DATE 06/17/13