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 04/24/14 EST. NO.31 TIME 08:27 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- 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 0174 442.55 E.W. @ F.A.(+) 020613 N 0291.0 0342 4,673.22 042613 N 0663.1 0345 659.98 112013 N 1280.0 0346 255.72 112013 N 1281.0 0347 730.71 112613 N 1282.0 0348 146.13 112613 N 1283.0 0349 730.71 112713 N 1284.0 0350 72.56 120213 N 1285.0 0351 384.83 120213 N 1286.0 0352 569.36 120413 N 1287.0 0355 496.80 120513 N 1290.0 0356 72.56 120613 N 1291.0 0357 501.39 120913 N 1292.0 0358 202.68 121013 N 1293.0 0359 146.13 111513 N 1278.0 0360 805.88 111913 N 1279.0 0361 227.23 052212 N 1262.0 0362 828.98 052312 N 1263.0 0363 1,091.33 081313 N 1264.0 0364 189.02 090913 N 1265.0 0366 313.90 111213 N 1267.0 0367 145.11 111313 N 1268.0 0368 274.78 111313 N 1269.0 0370 375.64 111313 N 1271.0 0371 277.98 111413 N 1272.0 0372 290.21 111413 N 1273.0 0373 698.62 111413 N 1274.0 0374 290.21 111513 N 1275.0 0375 279.15 111513 N 1276.0 0376 698.62 111513 N 1277.0 0377 675.16 121313 N 1309.0 0378 217.66 121613 N 1310.0 0379 876.22 121613 N 1311.0 0380 381.48 121613 N 1312.0 0381 806.98 121713 N 1313.0 0382 290.21 121713 N 1314.0 0383 127.86 121813 N 1315.0 0384 597.08 121813 N 1316.0 0386 223.90 121913 N 1318.0 0388 274.78 010314 N 1320.0 0390 475.82 011714 N 1322.0 0391 202.68 011714 N 1323.0 0392 132.93 012114 N 1324.0 0393 60.80 012114 N 1325.0 0394 200.03 012214 N 1326.0 0395 303.84 012214 N 1327.0 0396 189.90 012914 N 1328.0 0397 239.20 020114 N 1329.0 0398 303.84 020514 N 1330.0 003 0009-1 -3,819.81 E.W. @ F.A.(+) 091213 N 0983.1 DAO CORRECTING ENTRY 0009-2 3,472.55 091213 N 0983.1 DAO CORRECTING ENTRY 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 04/24/14 EST. NO.31 TIME 08:27 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- 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 3,474.29 111213 N 1244.0 0011 3,825.00 060712 N 1247.0 0012 3,462.41 121313 N 1245.0 004 0004-1 -2,330.63 E.W. @ F.A.(+) 070813 N 0982.1 DAO CORRECTING ENTRY 0004-2 2,118.75 070813 N 0982.1 DAO CORRECTING ENTRY 0005 862.50 071612 N 1248.0 0006 1,500.00 101612 N 1249.0 0007 1,650.00 011513 N 1250.0 0008 750.00 041913 N 1251.0 0009 1,050.00 062513 N 1252.0 0010 1,650.00 091713 N 1253.0 0011 1,612.50 010914 N 1246.0 005 0096 574.06 E.W. @ F.A.(+) 122013 N 1109.0 0105 4,801.76 012714 N 1120.0 008 0011 703.37 E.W. @ F.A.(+) 091413 N 1129.1 0012 339.54 010714 N 1130.1 0013 578.04 020514 N 1131.1 010 0018 1,408.25 E.W. @ U.P (+) 032714 N 18 0 011 0054 2,944.10 E.W. @ F.A.(+) 010713 N 1132.0 0055 3,168.48 011514 N 1133.0 0057 1,689.55 012214 N 1135.0 0058 1,693.92 012314 N 1136.0 0060 1,178.20 103113 N 1085.1 0062 4,432.31 010914 N 1090.1 0064 4,432.31 011014 N 1092.1 0065 4,563.97 010814 N 1093.1 0066 4,563.97 010714 N 1094.1 014 0070 2,992.16 E.W. @ F.A.(+) 121413 N 1142.0 0088 925.49 030414 N 1297.0 0089 2,385.23 031014 N 1298.0 0090 1,134.00 032114 N 1299.0 019 0081 3,580.00 E.W. @ F.A.(+) 051713 N 0499.1 0082 3,580.00 052013 N 0500.1 0083 3,580.00 052113 N 0501.1 0084 2,799.44 052213 N 0502.1 0085 3,780.83 040313 N 0760.1 0086 2,756.48 052913 N 0761.1 0087 2,805.26 053013 N 0762.1 0089 2,378.68 060313 N 0764.1 0090 3,046.43 061013 N 0765.1 0091 3,476.21 061113 N 0766.1 0092 739.32 070213 N 0767.1 0093 2,366.38 070313 N 0768.1 0094 4,561.70 070813 N 0769.1 0095 1,032.71 021114 N 1300.0 020 0035 1,369.81 E.W. @ F.A.(+) 022114 N 1301.0 0036 599.29 030514 N 1302.0 0037 1,181.31 040814 N 1303.0 023 0008 2,056.04 E.W. @ F.A.(+) 051013 N 0445.1 032 0038 1,000.02 E.W. @ F.A.(+) 021214 N 1219.0 0039 186.03 021914 N 1220.0 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 04/24/14 EST. NO.31 TIME 08:27 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 037 0021 4,593.28 E.W. @ F.A.(+) 100212 N 0436.0 0022 3,380.10 100212 N 0437.0 047 0001 2,030.07 E.W. @ F.A.(+) 021113 N 0285.0 0004 2,595.36 031113 N 0530.0 0005 1,433.27 060313 N 0531.0 0006 716.64 060613 N 0532.0 0007 101.21 121212 N 0237.0 0013 781.74 112013 N 1127.0 0014 4,825.45 112013 N 1223.0 0015 3,333.69 111813 N 1221.0 0016 959.47 111913 N 1222.0 0017 2,775.56 012314 N 1306.0 0018 3,614.72 012414 N 1307.0 052 0020 8,254.95 A.C. @ F.A.(+) 052112 N 0965.0 0022 8,166.95 101912 N 0967.0 0023 12,225.95 121112 N 0968.0 0026 11,209.55 022813 N 0971.0 0027 8,922.10 031513 N 0972.0 0028 7,482.20 032613 N 0973.0 0034 4,182.75 042413 N 0979.0 058 0054 5,923.16 A.C. @ F.A.(+) 022513 N 1227.0 0057 1,592.62 101813 N 1158.1 0058 1,592.62 102213 N 1159.1 061 0003 5,692.28 E.W. @ F.A.(+) 050313 N 0535.0 0004 3,013.56 063013 N 0554.0 0006 5,692.28 030513 N 1254.0 0007 6,361.96 060413 N 1255.0 0008 8,641.33 101513 N 1256.0 0009 7,950.02 111413 N 1257.0 0010 4,147.84 120213 N 1258.0 0011 5,184.80 011614 N 1259.0 281,492.05 TOTAL THIS ESTIMATE 1,744,699.56 TOTAL PREVIOUS ESTIMATE 2,026,191.61 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 04/24/14 EST. NO.31 TIME 08:27 AM R.E. NAME: LOPEZ, JOSEPH 08-448404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PERFORMANCE FAILURE -889,324.17 12 SWPPP NON-COMPLIANCE -391,379.42 12 PERFORMANCE FAILURE 889,324.17 13 PERFORMANCE FAILURE -694,374.73 13 SWPPP NON-COMPLIANCE 391,379.42 13 PERFORMANCE FAILURE 694,374.73 15 PERFORMANCE FAILURE -867,977.50 17 PERFORMANCE FAILURE -540,367.32 17 PERFORMANCE FAILURE -12,216.56 17 PERFORMANCE FAILURE 867,977.50 18 PERFORMANCE FAILURE 540,367.32 18 PERFORMANCE FAILURE 12,216.56 18 SWPPP PERF. FAILURE -943,538.61 19 SWPPP PERF. FAILURE -96,321.57 19 SWPPP PERF FAILURE 943,538.61 20 SWPPP PERF FAILURE 96,321.57 20 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 12 PAYROLL RECEIVED 10,000.00 16 DELINQUENT PAYROLLS -3,000.00 23 DELINQUENT PAYROLLS 3,000.00 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 LOCATION PROGRESS ESTIMATE 08-RIV-91-15.6/21.6 ----------------- SEMA CONSTRUCTION INC IN RIVERSIDE COUNTY IN RIVERSIDE 320 GODDARD WAY, SUITE 150 FROM ADAMS STREET TO THE ROUTE IRVINE, CA 92618 60/215 SEPARATION FED. AID NO. CMLN-6208(9)E CONSTRUCT HOV LANDS, WIDEN BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.250 3,750 002 TIME-RELATED OVERHEAD LS 4,200,000.0000 4,200,000.00 0.037 155,400.00 0.833 3,498,600 003 TEMPORARY FENCE (TYPE CL-6) LF 10.0000 241,300.00 200.000 2,000.00 17,178.000 171,780 004 TEMPORARY SUPPORT LS 75,000.0000 75,000.00 1.000 75,000 005 CONSTRUCTION SITE MANAGEMENT LS 200,000.0000 200,000.00 0.037 7,400.00 0.835 167,000 006 PREPARE WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 0.000 0 PROGRAM 007 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.015 150.00 0.833 8,330 PREVENTION PLAN 008 TEMPORARY FIBER ROLL LF 2.1000 117,600.00 3,046.000 6,396.60 106,734.000 224,141 009 TEMPORARY GRAVEL BAG BERM LF 10.1000 2,020.00 1,742.000 17,594.20 22,623.000 228,492 010 TEMPORARY CONSTRUCTION ENTRANCE EA 7,500.0000 60,000.00 38.000 285,000 011 TEMPORARY CHECK DAM LF 3.2500 68,250.00 371.000 1,205 012 MOVE-IN/MOVE-OUT EA 365.0000 6,570.00 1.000 365.00 18.000 6,570 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 175.0000 30,625.00 8.000 1,400.00 94.000 16,450 014 STREET SWEEPING LS 100,000.0000 100,000.00 0.037 3,700.00 0.835 83,500 015 TEMPORARY CONCRETE WASHOUT BIN EA 3,000.0000 15,000.00 17.000 51,000 016 TEMPORARY SOIL BINDER SQYD 0.1000 31,100.00 19,360.000 1,936.00 387,322.850 38,732 017 RAIN EVENT ACTION PLAN DAY 500.0000 43,000.00 1.000 500.00 20.000 10,000 018 STORM WATER ANNUAL REPORT EA 2,000.0000 8,000.00 2.000 4,000 019 STORM WATER SAMPLING AND ANALYSIS DAY DAY 1,100.0000 30,800.00 6.000 6,600 020 CONSTRUCTION AREA SIGNS LS 170,000.0000 170,000.00 0.030 5,100.00 0.730 124,100 021 TRAFFIC CONTROL SYSTEM LS 750,000.0000 750,000.00 0.037 27,750.00 0.872 654,000 022 TYPE III BARRICADE EA 5.5000 880.00 56.000 308 PROGRAM CAS145 PAGE 2 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 4.1000 16,113.00 8,945.000 36,674 024 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.9500 310,650.00 930.000 883.50 226,894.000 215,549 025 CHANNELIZER (SURFACE MOUNTED) EA 11.0000 17,600.00 9.000 99.00 956.000 10,516 026 FLASHING BEACON (PORTABLE) EA 500.0000 5,000.00 0.000 0 027 TEMPORARY PAVEMENT MARKER EA 4.3500 131,805.00 15,512.000 67,477 028 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,500.0000 170,000.00 16.300 138,550 029 TEMPORARY RAILING (TYPE K) LF 11.0000 1,255,100.00 1,060.000 11,660.00 106,820.000 1,175,020 030 TEMPORARY CRASH CUSHION MODULE EA 140.0000 128,800.00 38.000 5,320.00 844.000 118,160 031 TEMPORARY TRAFFIC SCREEN LF 3.0000 342,300.00 74,886.000 224,658 032 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.5100 29,835.00 52,505.000 26,777 STRIPE (HAZARDOUS WASTE) 033 REMOVE YELLOW THERMOPLASTIC PAVEMENT SQFT 2.5500 5,151.00 0.000 0 MARKING (HAZARDOUS WASTE) 034 ABANDON INLET EA 860.0000 10,320.00 6.000 5,160 035 ABANDON PIPELINE LF 17.0000 64,260.00 1,640.500 27,888 036 REMOVE CHAIN LINK FENCE LF 12.0000 303,600.00 200.000 2,400.00 18,217.000 218,604 037 REMOVE MARKER EA 1.0000 50.00 0.000 0 038 REMOVE METAL BEAM GUARD RAILING LF 9.5000 67,545.00 5,810.950 55,204 039 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.5300 40,545.00 82,746.000 43,855 040 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 2.5500 6,579.00 3,871.000 9,871 041 REMOVE PAVEMENT MARKER EA 0.7000 9,100.00 7,493.000 5,245 042 REMOVE ROADSIDE SIGN EA 92.0000 11,040.00 2.000 184 043 REMOVE SIGN STRUCTURE EA 2,900.0000 63,800.00 23.000 66,700 044 REMOVE SIGN PANEL EA 470.0000 470.00 0.000 0 045 REMOVE PIPE LF 78.0000 151,320.00 32.000 2,496.00 1,474.500 115,011 046 REMOVE INLET EA 820.0000 39,360.00 31.000 25,420 047 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 6,600.00 0.000 0 048 RELOCATE ROADSIDE SIGN-ONE POST EA 310.0000 13,020.00 0.000 0 049 RELOCATE SIGN PANEL EA 380.0000 1,140.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 ADJUST INLET EA 2,500.0000 2,500.00 1.000 2,500 051 COLD PLANE HMA PAVEMENT (2" MAX) SQYD 1.8500 77,885.00 0.000 0 052 REMOVE CONCRETE CY 60.0000 415,200.00 75.370 4,522.20 3,756.140 225,368 053 REMOVE MASONRY RETAINING WALL LF 40.0000 9,200.00 749.000 29,960 054 REMOVE UNSOUND CONCRETE CF 120.0000 3,120.00 0.000 0 055 CLEAN BRIDGE DECK SQFT 0.3000 16,277.10 0.000 0 056 CAP INLET EA 880.0000 7,040.00 1.000 880 057 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 059 BRIDGE REMOVAL, LOCATION F LS 53,300.0000 53,300.00 0.000 0 060 BRIDGE REMOVAL, LOCATION G LS 53,300.0000 53,300.00 0.000 0 061 BRIDGE REMOVAL, LOCATION H LS 53,300.0000 53,300.00 1.000 53,300 062 BRIDGE REMOVAL, LOCATION I LS 53,300.0000 53,300.00 1.000 53,300 063 BRIDGE REMOVAL (PORTION), LOCATION A LS 53,300.0000 53,300.00 1.000 53,300 064 BRIDGE REMOVAL (PORTION), LOCATION B LS 53,300.0000 53,300.00 0.950 50,635 065 BRIDGE REMOVAL (PORTION), LOCATION C LS 53,300.0000 53,300.00 1.000 53,300 066 BRIDGE REMOVAL (PORTION), LOCATION D LS 53,300.0000 53,300.00 1.000 53,300 067 BRIDGE REMOVAL (PORTION), LOCATION E LS 53,300.0000 53,300.00 0.970 51,701 068 BRIDGE REMOVAL (PORTION), LOCATION K LS 53,300.0000 53,300.00 0.000 0 069 BRIDGE REMOVAL, LOCATION J LS 53,300.0000 53,300.00 0.000 0 070 CLEARING AND GRUBBING LS 2,000,000.0000 2,000,000.00 0.985 1,970,000 071 ROADWAY EXCAVATION CY 10.0000 3,810,000.00 3,580.250 35,802.50 325,988.720 3,259,887 072 SITE GRADING SQYD 1.1000 16,170.00 10,845.670 11,930 073 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000 074 TIRE SHRED EXCAVATION CY 25.0000 19,000.00 1,176.000 29,400 075 WASTE TRANSPORTATION AND DISPOSAL CY 100.0000 76,000.00 1,176.000 117,600 (TIRE SHRED MATERIALS) 076 STRUCTURE EXCAVATION (BRIDGE) CY 50.0000 935,650.00 10,713.000 535,650 (F) PROGRAM CAS145 PAGE 4 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURE EXCAVATION (RETAINING WALL) CY 30.0000 4,230,150.00 102,042.040 3,061,261 (F) 078 STRUCTURE EXCAVATION (SOLDIER PILE WALL) CY 75.0000 73,425.00 0.000 0 (F) 079 STRUCTURE EXCAVATION (SOIL NAIL WALL) CY 90.0000 426,870.00 4,577.870 412,008 (F) 080 STRUCTURE BACKFILL (BRIDGE) CY 35.0000 546,490.00 8,244.080 288,542 (F) 081 STRUCTURE BACKFILL (RETAINING WALL) CY 35.0000 3,809,575.00 5,519.790 193,192.65 56,881.030 1,990,836 (F) 082 STRUCTURE BACKFILL (SOIL NAIL WALL) CY 75.0000 28,050.00 0.000 0 (F) 083 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 75.0000 5,325.00 0.000 0 (F) 084 PERVIOUS BACKFILL MATERIAL CY 60.0000 41,700.00 334.800 20,088 (F) 085 PERVIOUS BACKFILL MATERIAL (RETAINING CY 42.0000 326,298.00 451.010 18,942.42 4,301.790 180,675 (F) WALL) 086 SUBBALLAST CY 38.0000 202,920.00 1,965.240 74,679 087 SAND BACKFILL CY 23.0000 8,510.00 165.080 3,796 088 CONCRETE BACKFILL (SOLDIER PILE WALL) CY 90.0000 8,280.00 92.000 8,280 (F) 089 CLASS 4 CONCRETE (BACKFILL) CY 55.0000 3,355.00 39.000 2,145 090 LEAN CONCRETE BACKFILL CY 90.0000 12,150.00 135.000 12,150 (F) 091 DITCH EXCAVATION CY 9.0000 51,570.00 4,844.000 43,596 092 EARTH RETAINING STRUCTURE, LOCATION A SQFT 38.0000 393,414.00 8,282.000 314,716 (F) 093 EARTH RETAINING STRUCTURE, LOCATION B SQFT 36.0000 765,324.00 20,007.000 720,252 (F) 094 EARTH RETAINING STRUCTURE, LOCATION C SQFT 34.0000 453,866.00 13,349.000 453,866 (F) 095 EARTH RETAINING STRUCTURE, LOCATION D SQFT 47.0000 255,915.00 0.000 0 (F) 096 EARTH RETAINING STRUCTURE, LOCATION E SQFT 39.0000 923,442.00 5,049.000 196,911.00 10,484.950 408,913 (F) 097 SOIL NAIL ASSEMBLY LF 27.0000 1,161,324.00 44,745.810 1,208,136 098 HIGHWAY PLANTING LS 800,000.0000 800,000.00 0.000 0 099 GRAVEL (MISCELLANEOUS AREAS) SQFT 1.7000 535,500.00 0.000 0 (3/4" BURGUNDY) 100 GRAVEL (MISCELLANEOUS AREAS) SQFT 1.5000 72,750.00 0.000 0 (2 1/2" BURGUNDY) 101 ROCK BLANKET SQYD 51.0000 1,412,700.00 0.000 0 102 COMPOST (INCORPORATE) SQYD 3.0000 342,000.00 0.000 0 103 TRANSPLANT PALM TREE EA 3,700.0000 40,700.00 1.500 5,550 PROGRAM CAS145 PAGE 5 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.000 0 105 IRRIGATION SYSTEM LS 900,000.0000 900,000.00 0.000 0 106 4" GALVANIZED STEEL PIPE (SUPPLY LINE) LF 53.0000 24,380.00 0.000 0 107 8" GALVANIZED STEEL PIPE LF 64.0000 29,440.00 102.000 6,528 108 3" SUPPLY LINE (BRIDGE) LF 43.0000 42,226.00 140.000 6,020 (F) 109 WATER METER EA 1,600.0000 25,600.00 0.000 0 110 8" GATE VALVE WITH SLEEVE AND COVER EA 800.0000 3,200.00 2.000 1,600 111 12" CORRUGATED STEEL PIPE CONDUIT LF 48.0000 39,360.00 46.000 2,208.00 299.000 14,352 (.064" THICK) 112 12" WELDED STEEL PIPE CONDUIT LF 540.0000 216,000.00 271.000 146,340 (.250" THICK) 113 EXTEND 6" CONDUIT LF 300.0000 3,000.00 0.000 0 114 BOOSTER PUMP (TYPE 1) EA 28,900.0000 231,200.00 0.000 0 115 BOOSTER PUMP (TYPE 2) EA 26,900.0000 80,700.00 0.000 0 116 CLASS 2 AGGREGATE SUBBASE CY 17.0000 391,000.00 1,629.450 27,700.65 14,211.290 241,591 117 CLASS 2 AGGREGATE BASE CY 21.0000 735,000.00 2,059.660 43,252.86 20,164.630 423,457 118 AGGREGATE BASE (APPROACH SLAB) CY 400.0000 2,000.00 5.000 2,000 119 LEAN CONCRETE BASE CY 130.0000 1,430,000.00 285.940 37,172.20 5,718.710 743,432 120 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TON 97.0000 615,950.00 2,890.200 280,349 121 HOT MIX ASPHALT (TYPE A) TON 80.0000 5,824,000.00 30,864.110 2,469,128 122 DATA CORE LS 10,000.0000 10,000.00 0.000 0 123 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 1,920.00 0.000 0 124 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 2.0000 15,120.00 0.000 0 125 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 1,020.00 0.000 0 126 PLACE HOT MIX ASPHALT SQYD 3.5000 16,345.00 0.000 0 (MISCELLANEOUS AREA) 127 ASPHALTIC EMULSION (PAINT BINDER) TON 900.0000 162,000.00 0.000 0 128 JOINTED PLAIN CONCRETE PAVEMENT CY 160.0000 5,024,000.00 13,408.340 2,145,334 129 CONCRETE PAVEMENT CY 270.0000 1,719,900.00 1,077.720 290,984 (RAPID STRENGTH CONCRETE) 130 SEAL PAVEMENT JOINT LF 3.0000 375,000.00 12,181.400 36,544 PROGRAM CAS145 PAGE 6 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 SEAL LONGITUDINAL ISOLATION JOINT LF 5.0000 183,750.00 2,285.600 11,428 132 GRIND EXISTING CONCRETE SQYD 4.3000 52,890.00 10,138.080 43,593 PAVEMENT 133 STEEL SOLDIER PILE (HP 12 X 84) LF 48.0000 80,448.00 1,644.140 78,918 134 FURNISH STEEL PILING (HP 10 X 57) LF 48.0000 203,664.00 4,243.000 203,664 135 DRIVE STEEL PILE (HP 10 X 57) EA 1,600.0000 142,400.00 89.000 142,400 136 FURNISH STEEL PILING (HP 14 X 89) LF 48.0000 1,742,976.00 36,044.000 1,730,112 137 DRIVE STEEL PILE (HP 14 X 89) EA 1,800.0000 979,200.00 278.000 500,400 138 16" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 620.0000 1,370,820.00 976.500 605,430 139 96" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,250.0000 963,750.00 598.500 748,125 140 FURNISH PILING (CLASS 90) LF 21.0000 24,360.00 1,416.970 29,756 (ALTERNATIVE X) 141 DRIVE PILE (CLASS 90) (ALTERNATIVE X) EA 1,500.0000 60,000.00 32.000 48,000 142 FURNISH PILING (CLASS 90) LF 21.0000 25,746.00 1,226.000 25,746 (ALTERNATIVE V) 143 DRIVE PILE (CLASS 90) EA 1,600.0000 48,000.00 30.000 48,000 (ALTERNATIVE V) 144 FURNISH PILING (CLASS 140) LF 21.0000 94,164.00 4,484.000 94,164 (ALTERNATIVE V) 145 DRIVE PILE (CLASS 140) EA 1,400.0000 187,600.00 121.000 169,400 (ALTERNATIVE V) 146 FURNISH PILING (CLASS 90-ALTERNATIVE X) LF 27.0000 18,090.00 670.000 18,090 147 DRIVE PILE (CLASS 90-ALTERNATIVE X) EA 1,400.0000 39,200.00 28.000 39,200 148 42" DRILLED HOLE LF 78.0000 67,704.00 813.540 63,456 149 PRESTRESSING CAST-IN-PLACE CONCRETE LS 485,500.0000 485,500.00 0.830 402,965 150 TIEBACK ANCHOR EA 6,000.0000 132,000.00 0.000 0 151 TIEDOWN ANCHOR EA 4,800.0000 153,600.00 16.000 76,800 152 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 140.0000 455,700.00 2,106.870 294,961 (F) 153 STRUCTURAL CONCRETE, BRIDGE CY 300.0000 3,959,700.00 465.000 139,500.00 10,385.830 3,115,749 (F) 154 STRUCTURAL CONCRETE, RETAINING WALL CY 200.0000 7,030,000.00 693.000 138,600.00 24,814.780 4,962,956 (F) 155 STRUCTURAL CONCRETE, SOUND WALL CY 380.0000 19,380.00 0.000 0 (F) 156 STRUCTURAL CONCRETE, BARRIER SLAB CY 400.0000 735,600.00 892.000 356,800 (F) 157 STRUCTURAL CONCRETE, APPROACH SLAB CY 610.0000 319,030.00 43.000 26,230.00 207.000 126,270 (F) (TYPE N) PROGRAM CAS145 PAGE 7 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,200.0000 63,600.00 53.000 63,600 (TYPE R) 159 STRUCTURAL CONCRETE, BOX CULVERT CY 580.0000 1,009,200.00 1,791.320 1,038,965 (F) 160 STRUCTURAL CONCRETE, APPRON SLAB CY 420.0000 46,620.00 54.000 22,680 (F) 161 MINOR CONCRETE (MINOR STRUCTURE) CY 1,600.0000 752,000.00 16.640 26,624.00 295.240 472,384 162 MINOR CONCRETE (SOUND WALL) CY 510.0000 12,240.00 0.000 0 163 STRUCTURAL CONCRETE, PILE CAP CY 390.0000 41,340.00 99.000 38,610 (F) 164 ARCHITECTURAL SURFACE SQFT 7.0000 233,352.00 30,611.580 214,281 (F) (TEXTURE CONCRETE) FRACTURED RIB TEXTURE 165 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 10.0000 296,650.00 29,665.000 296,650 (F) SPLIT SLATE TEXTURE 166 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) SQFT 2.6000 646,869.60 92,940.730 241,645 (F) FRACTURED RIB SPLIT SLATE TEXTURE 167 DRILL AND BOND DOWEL LF 31.0000 19,282.00 436.330 13,526 168 CLEAN EXPANSION JOINT LF 14.0000 3,080.00 0.000 0 169 RAPID SETTING CONCRETE PATCH CF 150.0000 3,900.00 0.000 0 170 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,900.0000 97,300.00 0.000 0 GIRDER (70'-80') 171 FURNISH PRECAST PRESTRESSED CONCRETE EA 13,900.0000 222,400.00 9.000 125,100 GIRDER (80'-90') 172 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 400,000.00 18.000 288,000 GIRDER (90'-100') 173 FURNISH PRECAST PRESTRESSED CONCRETE EA 32,000.0000 224,000.00 7.000 224,000 BULB-TEE GIRDER (110'-120') 174 FURNISH PRECAST PRESTRESSED CONCRETE EA 37,300.0000 335,700.00 9.000 335,700 BULB-TEE GIRDER (130'-140') 175 ERECT PRECAST PRESTRESSED CONCRETE EA 4,100.0000 262,400.00 18.000 73,800.00 43.000 176,300 GIRDER 176 SOUND WALL (BARRIER) (MASONRY BLOCK) SQFT 21.0000 212,100.00 14,559.800 305,755 (F) 177 SOUND WALL (MASONRY BLOCK) SQFT 21.0000 151,347.00 0.000 0 (F) 178 SOUND WALL (BARRIER CONCRETE) SQFT 19.0000 41,230.00 0.000 0 (F) 179 PTFE BEARING EA 1,300.0000 7,800.00 6.000 7,800 180 PTFE SPHERICAL BEARING EA 3,700.0000 59,200.00 8.000 29,600 181 JOINT SEAL (MR 1/2") LF 74.0000 4,292.00 0.000 0 182 JOINT SEAL (MR 1") LF 71.0000 53,321.00 0.000 0 183 JOINT SEAL ASSEMBLY (MR 3") LF 330.0000 12,210.00 0.000 0 184 JOINT SEAL ASSEMBLY (MR 4") LF 650.0000 24,050.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 JOINT SEAL ASSEMBLY (MR 5") LF 820.0000 29,520.00 0.000 0 186 JOINT SEAL (MR 2") LF 350.0000 86,100.00 0.000 0 187 JOINT SEAL ASSEMBLY (MR 8") LF 1,500.0000 36,000.00 0.000 0 188 BAR REINFORCING STEEL LB 0.9300 287,219.34 304,766.950 283,433 (F) 189 BAR REINFORCING STEEL (BRIDGE) LB 0.8000 2,933,149.60 64,537.000 51,629.60 2,823,002.790 2,258,402 (F) 190 BAR REINFORCING STEEL (RETAINING WALL) LB 0.9500 4,287,891.50 78,334.000 74,417.30 2,997,892.130 2,847,997 (F) 191 SHOTCRETE CY 930.0000 798,870.00 710.800 661,044 (F) 192 TREAT BRIDGE DECK SQFT 0.3500 18,989.95 0.000 0 (F) 193 WATERPROOFING AND COVER SQFT 14.0000 161,028.00 5,682.000 79,548 (F) 194 PUBLIC SAFETY PLAN LS 5,300.0000 5,300.00 0.000 0 195 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 80.0000 46,720.00 0.000 0 196 FURNISH STRUCTURAL STEEL (BRIDGE) LB 1.2500 2,710,518.75 2,058,059.500 2,572,574 (F) 197 ERECT STRUCTURAL STEEL (BRIDGE) LB 0.5000 1,084,207.50 1,064,660.000 532,330 (F) 198 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 4.8000 50,318.40 0.000 0 (F) WITH WALKWAY) 199 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 2.7000 28,304.10 0.000 0 (F) WITH WALKWAY) 200 FURNISH SIGN STRUCTURE (TRUSS) LB 4.0000 1,267,400.00 0.000 0 (F) 201 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2100 66,538.50 0.000 0 (F) 202 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 15.0000 55,350.00 0.000 0 203 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 27.0000 13,230.00 0.000 0 204 FURNISH LAMINATED PANEL SIGN SQFT 38.0000 6,840.00 0.000 0 (2 1/2"-TYPE B) 205 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 38,800.00 0.000 0 (0.063"-UNFRAMED) 206 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 22.0000 26,180.00 0.000 0 (0.080"-UNFRAMED) 207 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 25.0000 6,250.00 0.000 0 (0.063"-FRAMED) 208 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 21.0000 9,450.00 0.000 0 (0.080"-FRAMED) 209 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 110.0000 4,180.00 0.000 0 (SIGN FOUNDATION) 210 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 1,100.0000 484,000.00 72.000 79,200 (SIGN FOUNDATION) 211 ROADSIDE SIGN (WALL MOUNTED SIGN) EA 2,300.0000 39,100.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 ROADSIDE SIGN - ONE POST EA 340.0000 47,600.00 0.000 0 213 ROADSIDE SIGN - TWO POST EA 860.0000 13,760.00 0.000 0 214 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 190.0000 1,140.00 0.000 0 METHOD) 215 INSTALL SIGN OVERLAY SQFT 49.0000 784.00 0.000 0 216 INSTALL ROADSIDE SIGN EA 3,500.0000 77,000.00 0.000 0 (LAMINATED WOOD BOX POST) 217 TIMBER LAGGING MFBM 690.0000 20,700.00 0.000 0 (F) 218 CLEAN AND PAINT STRUCTURAL STEEL LS 268,800.0000 268,800.00 0.000 0 219 PREPARE AND PAINT CONCRETE SQFT 1.2000 588,000.00 0.000 0 220 6" ALTERNATIVE PIPE CULVERT LF 42.0000 966.00 0.000 0 221 12" ALTERNATIVE PIPE CULVERT LF 36.0000 26,280.00 9.100 327.60 605.100 21,783 222 18" ALTERNATIVE PIPE CULVERT LF 41.0000 71,750.00 20.000 820.00 1,140.000 46,740 223 24" ALTERNATIVE PIPE CULVERT LF 52.0000 8,840.00 128.000 6,656 224 30" ALTERNATIVE PIPE CULVERT LF 63.0000 47,880.00 760.000 47,880 225 48" ALTERNATIVE PIPE CULVERT LF 89.0000 5,963.00 0.000 0 226 30" X 10" ALTERNATIVE PIPE ARCH CULVERT LF 66.0000 3,696.00 0.000 0 227 12" REINFORCED CONCRETE PIPE LF 56.0000 31,920.00 12.000 672.00 191.400 10,718 228 15" REINFORCED CONCRETE PIPE LF 85.0000 5,950.00 40.000 3,400 229 18" REINFORCED CONCRETE PIPE LF 82.0000 277,980.00 142.700 11,701.40 1,733.200 142,122 230 24" REINFORCED CONCRETE PIPE LF 140.0000 320,600.00 1,405.700 196,798 231 30" REINFORCED CONCRETE PIPE LF 110.0000 59,400.00 196.400 21,604 232 36" REINFORCED CONCRETE PIPE LF 100.0000 53,000.00 527.800 52,780 233 48" REINFORCED CONCRETE PIPE LF 140.0000 16,800.00 0.000 0 234 54" REINFORCED CONCRETE PIPE LF 180.0000 102,600.00 570.000 102,600 235 60" REINFORCED CONCRETE PIPE LF 240.0000 28,800.00 130.000 31,200 236 12" CORRUGATED STEEL PIPE LF 64.0000 17,920.00 236.400 15,129 237 18" CORRUGATED STEEL PIPE (.064" THICK) LF 63.0000 7,560.00 116.600 7,345 238 36" CORRUGATED STEEL PIPE (.064" THICK) LF 210.0000 11,130.00 30.000 6,300 PROGRAM CAS145 PAGE 10 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 21" SLOTTED CORRUGATED STEEL PIPE LF 87.0000 40,890.00 0.000 0 (.064" THICK) 240 18" SLOTTED CORRUGATED STEEL PIPE LF 78.0000 28,080.00 0.000 0 (.064" THICK) 241 24" SLOTTED CORRUGATED STEEL PIPE LF 98.0000 23,520.00 0.000 0 (.064" THICK) 242 DRAINAGE INLET MARKER EA 53.0000 848.00 0.000 0 243 12" CORRUGATED STEEL PIPE RISER LF 110.0000 10,450.00 24.000 2,640 (.064" THICK) 244 48" CORRUGATED STEEL PIPE RISER LF 220.0000 5,060.00 17.500 3,850 (.079" THICK) 245 WELDED STEEL PIPE CASING (BRIDGE) LF 270.0000 32,940.00 41.000 11,070 246 12" ALTERNATIVE FLARED END SECTION LF 150.0000 450.00 0.000 0 247 12" X 12" PRECAST INLET EA 3,400.0000 6,800.00 0.000 0 248 36" PRECAST CONCRETE PIPE MANHOLE LF 660.0000 59,400.00 65.000 42,900 249 MANHOLE SHAFT PIPE REDUCER EA 760.0000 9,880.00 10.000 7,600 250 ROCK SLOPE PROTECTION CY 130.0000 26,000.00 8.110 1,054 (FACING, METHOD B) 251 ROCK SLOPE PROTECTION CY 140.0000 7,700.00 0.000 0 (NO. 2, METHOD B) 252 ROCK SLOPE PROTECTION (1/4T, METHOD B) CY 140.0000 21,000.00 31.430 4,400 253 CONCRETE (CHANNEL LINING) CY 320.0000 220,800.00 518.390 165,884 254 ROCK SLOPE PROTECTION FABRIC SQYD 6.5000 5,655.00 0.000 0 255 MINOR CONCRETE (CURB) CY 780.0000 51,480.00 27.850 21,723 256 MINOR CONCRETE (MISCELLANEOUS CY 1,800.0000 198,000.00 8.960 16,128.00 11.860 21,348 CONSTRUCTION) 257 MINOR CONCRETE (CROSS GUTTER) CY 520.0000 57,200.00 111.570 58,016 258 MINOR CONCRETE (CURB AND GUTTER) CY 500.0000 340,000.00 6.000 3,000.00 329.780 164,890 259 MINOR CONCRETE (DRIVEWAY) CY 390.0000 54,600.00 48.700 18,993 260 MINOR CONCRETE (GUTTER) LF 23.0000 262,062.00 4,599.920 105,798 (F) 261 MINOR CONCRETE (SIDEWALK) CY 430.0000 176,300.00 269.240 115,773 262 MINOR CONCRETE (CURB RAMP) CY 1,400.0000 60,200.00 45.160 63,224 263 MISCELLANEOUS IRON AND STEEL LB 2.3000 137,825.20 5,426.000 12,479.80 10,469.000 24,078 (F) 264 12" X 12" STEEL GATE EA 230.0000 460.00 0.000 0 265 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 11 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 MISCELLANEOUS METAL (BRIDGE) LB 13.0000 88,660.00 3,378.000 43,914 (F) 267 BRIDGE DECK DRAINAGE SYSTEM LB 13.0000 159,432.00 7,236.000 94,068 (F) 268 CHAIN LINK FENCE (TYPE CL-6) LF 17.5000 400,277.50 2,077.000 36,347 (F) 269 STEEL PICKET FENCE LF 220.0000 74,800.00 0.000 0 270 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 271 12' CHAIN LINK GATE (TYPE CL-6) EA 1,200.0000 22,800.00 0.000 0 272 18' CHAIN LINK GATE (TYPE CL-6) EA 2,000.0000 16,000.00 0.000 0 273 SURVEY MONUMENT (TYPE D) EA 550.0000 30,800.00 0.000 0 274 DELINEATOR (CLASS 1) EA 37.0000 1,998.00 0.000 0 275 MARKER (CULVERT) EA 53.0000 848.00 0.000 0 276 OBJECT MARKER EA 53.0000 795.00 0.000 0 277 METAL BEAM GUARD RAILING LF 24.0000 118,080.00 87.500 2,100 278 CHAIN LINK RAILING (TYPE 6) LF 82.0000 139,564.00 266.500 21,853 (F) 279 METAL HAND RAILING LF 81.0000 16,200.00 0.000 0 280 CONCRETE BARRIER (TYPE 26) LF 59.0000 84,429.00 266.000 15,694 (F) 281 CABLE RAILING LF 10.0000 135,520.00 6,263.650 62,636 (F) 282 GUARD POST EA 830.0000 8,300.00 0.000 0 283 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 284 TRANSITION RAILING (TYPE WB) EA 3,300.0000 46,200.00 2.000 6,600 285 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 286 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 287 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 840.0000 7,560.00 0.000 0 288 END CAP (TYPE A) EA 1,100.0000 2,200.00 0.000 0 289 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 1,100.0000 14,300.00 0.000 0 290 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,100.0000 9,900.00 2.000 2,200 291 CRASH CUSHION (TYPE CAT) EA 16,000.0000 16,000.00 0.000 0 292 CRASH CUSHION (TYPE CAT) BACKUP EA 21,300.0000 21,300.00 0.000 0 PROGRAM CAS145 PAGE 12 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 CONCRETE BARRIER (TYPE 60GC) LF 210.0000 138,600.00 0.000 0 294 CONCRETE BARRIER (TYPE 60 GE) MODIFIED LF 30.0000 5,400.00 0.000 0 295 CONCRETE BARRIER (TYPE 60SC) LF 80.0000 80,000.00 0.000 0 296 CONCRETE BARRIER (TYPE 732 MODIFIED) LF 50.0000 301,900.00 2,766.000 138,300 (F) 297 CONCRETE BARRIER (TYPE 732) LF 48.0000 95,760.00 380.000 18,240 (F) 298 CONCRETE BARRIER (TYPE 732A) LF 50.0000 550,000.00 6,577.020 328,851 299 CONCRETE BARRIER TRANSITION LF 65.0000 5,460.00 0.000 0 (TYPE 60GC TO 60SC) 300 CONCRETE BARRIER (TYPE 732B) LF 67.0000 85,090.00 81.280 5,445 301 CONCRETE BARRIER (TYPE 736 MODIFIED) LF 63.0000 163,170.00 280.000 17,640.00 1,669.050 105,150 (F) 302 CONCRETE BARRIER (TYPE 60R MODIFIED) LF 52.0000 33,800.00 0.000 0 303 CONCRETE BARRIER (TYPE 736SV) LF 60.0000 33,000.00 548.500 32,910 304 CONCRETE BARRIER (TYPE 742) LF 72.0000 9,072.00 0.000 0 (F) 305 CONCRETE BARRIER (TYPE 60D MODIFIED) LF 45.0000 657,765.00 260.200 11,709 (F) 306 THERMOPLASTIC PAVEMENT MARKING SQFT 3.5000 51,100.00 0.000 0 307 THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 135,300.00 0.000 0 (SPRAYABLE) 308 PAINT TRAFFIC STRIPE (2-COAT) LF 1.0000 7,660.00 8,357.000 8,357 309 PAINT PAVEMENT MARKING (2-COAT) SQFT 3.5000 2,065.00 9.100 31 310 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 11,100.00 84.000 2,520 311 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 12,090.00 0.000 0 312 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 225,050.00 0.000 0 313 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,500.0000 5,500.00 1.000 5,500 SYSTEM ELEMENTS DURING CONSTRUCTION 314 MODIFY LIGHTING (CITY) LS 395,600.0000 395,600.00 0.607 240,129 315 MODIFY CHANGEABLE MESSAGE SIGN SYSTEM LS 160,000.0000 160,000.00 0.696 111,360 316 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 780,000.0000 780,000.00 0.013 10,140.00 0.413 322,140 317 CLOSED CIRCUIT TELEVISION SYSTEMS LS 100,000.0000 100,000.00 0.015 1,500.00 0.225 22,500 318 INTERCONNECTION CONDUIT AND CABLE LS 80,000.0000 80,000.00 0.032 2,560.00 0.485 38,800 319 TEMPORARY DETECTION SYSTEM LS 23,000.0000 23,000.00 0.781 17,963 PROGRAM CAS145 PAGE 13 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 TEMPORARY METROLINK COMMUNICATION LS 47,400.0000 47,400.00 0.731 34,649 321 2" CONDUIT FUTURE (BRIDGE) LF 13.0000 71,240.00 4,520.000 58,760 322 SPRINKLER CONTROL CONDUIT (BRIDGE) LF 21.0000 25,410.00 400.000 8,400 323 REMOVE VEHICLE DETECTION STATION LS 1,100.0000 1,100.00 1.000 1,100 324 MODIFY ELECTRIC SERVICE (IRRIGATION) LS 140,000.0000 140,000.00 0.059 8,260.00 0.345 48,300 325 MODIFY RAMP METERING SYSTEMS LS 700,000.0000 700,000.00 0.014 9,800.00 0.359 251,300 326 MODIFY VEHICLE DETECTION STATIONS LS 84,000.0000 84,000.00 0.059 4,956.00 0.544 45,696 (LOCATION 1) 327 RAMP METERING SYSTEM LS 82,000.0000 82,000.00 0.013 1,066.00 0.645 52,890 328 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 64,000.0000 64,000.00 0.050 3,200.00 0.731 46,784 329 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 135,000.0000 135,000.00 0.007 945.00 0.849 114,615 330 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 148,000.0000 148,000.00 0.032 4,736.00 0.825 122,100 331 MODIFY SIGNAL AND LIGHTING (LOCATION 4) LS 137,000.0000 137,000.00 0.003 411.00 0.537 73,569 332 MODIFY LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.101 80,800.00 0.462 369,600 333 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 133,600.0000 133,600.00 0.029 3,874.40 0.821 109,685 334 MODIFY SIGNAL AND LIGHTING (LOCATION 6) LS 120,000.0000 120,000.00 0.095 11,400.00 0.473 56,760 335 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 107,000.0000 107,000.00 0.032 3,424.00 0.835 89,345 336 MODIFY SIGNAL AND LIGHTING (LOCATION 9) LS 140,000.0000 140,000.00 0.012 1,680.00 0.586 82,040 337 MODIFY SIGNAL AND LIGHTING LS 145,000.0000 145,000.00 0.028 4,060.00 0.624 90,480 (LOCATION 10) 338 SIGNAL AND LIGHTING (LOCATION 11) LS 60,000.0000 60,000.00 0.039 2,340.00 0.311 18,660 339 MODIFY SIGNAL AND LIGHTING LS 140,000.0000 140,000.00 0.901 126,140 (LOCATION 12) 340 MODIFY SIGNAL AND LIGHTING LS 120,000.0000 120,000.00 0.003 360 (LOCATION 13) 341 MODIFY SIGNAL (LOCATION 8) LS 18,000.0000 18,000.00 0.000 0 342 SYSTEM TESTING AND DOCUMENTATION LS 25,000.0000 25,000.00 0.000 0 343 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 344 CHAIN LINK FENCE (TYPE CL-3.0) LF 12.0000 6,960.00 0.000 0 PROGRAM CAS145 PAGE 14 DATE 04/24/14 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-448404 TIME 08:27 AM ESTIMATE NO. 31 BID OPENING 12/08/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/17/14 R.E. NAME: LOPEZ, JOSEPH DATE OF THIS ESTIMATE 04/24/14 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,560,976.88 63,012,621.51 ADJUSTMENT OF COMPENSATION 69,552.85 546,427.01 EXTRA WORK 211,939.20 1,479,764.60 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,842,468.93 65,038,813.12 345 MOBILIZATION LS 4,117,000.0000 4,117,000.00 1.000 4,117,000 ORIGINAL CONTRACT AMOUNT 108,773,340.04 TOTAL WORK COMPLETED 1,842,468.93 69,155,813.12 MATERIALS ON HAND ON SITE 1,434,547.91 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,842,468.93 70,590,361.03 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 03/08/12 820 03/23/12 03/23/12 05/13/15 464 46 164 0 60% 63% PROGRESS IS SATISFACTORY LOPEZ, JOSEPH RESIDENT ENGINEER PROGRAM CAS145 DATE 04/24/14