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 08/24/11 EST. NO.45 TIME 02:43 PM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- 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 0451 4,347.00 E.W. @ F.A.(+) 121410 N 1190.0 0452 4,347.00 051811 N 1192.0 0455 1,086.75 030111 N 1196.0 0458 1,086.75 111610 N 1199.0 0462 1,086.75 042011 N 1204.0 0468 1,086.75 121410 N 1191.1 0476 854.52 052311 N 1225.1 0477 854.52 052311 N 683535 0479 2,153.47 070711 N 1345.0 0481 703.31 071911 N 1348.0 0482 336.98 072011 N 1349.0 002 0067 579.43 E.W. @ F.A.(+) 062911 N 1331.0 006 0008 13,343.81 A.C. @ U.P.(+) 081911 N 008 0 025 0004 318.54 E.W. @ F.A.(+) 061311 N 1231.1 034 0003 1,017.59 E.W. @ F.A.(+) 030311 N 1223.0 0005 4,266.24 030111 N 1224.0 0008 2,215.62 030211 N 1222.1 036 0003 3,033.21 E.W. @ F.A.(+) 102610 N 1052.1 0004 2,612.80 102910 N 1053.1 0005 1,525.02 101410 N 1248.0 0007 4,536.45 111310 N 1255.0 0009 2,194.63 022411 N 1266.0 0011 3,680.67 040411 N 1271.0 0012 4,161.94 041411 N 1273.0 0013 3,042.53 041511 N 1274.0 0014 3,042.53 041811 N 1275.0 0015 2,786.50 041911 N 1276.0 0016 1,381.87 042011 N 1277.0 0017 2,258.33 042511 N 1278.0 0018 306.93 042511 N 1280.0 0019 3,011.95 042711 N 1281.0 0020 3,335.51 042811 N 1282.0 0021 2,890.46 042911 N 1283.0 0022 1,926.71 050211 N 1284.0 0023 3,639.46 050311 N 1285.0 0024 3,255.43 050911 N 1286.0 0025 3,255.43 051011 N 1287.0 0026 2,936.64 051111 N 1288.0 0027 2,680.61 051211 N 1289.0 0028 2,887.54 052511 N 1290.0 0029 1,661.85 101810 N 1291.0 0030 4,093.29 102110 N 1292.0 0031 4,024.90 040511 N 1272.0 0040 836.25 021811 N 1265.0 0041 2,682.05 042511 N 1279.0 0042 9,487.36 071911 N 1293.0 0045 3,899.83 040611 N 1313.0 0047 861.61 040411 N 1315.0 0048 648.54 011011 N 1316.0 0049 354.77 010711 N 1317.0 0050 1,661.08 110110 N 1318.0 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 08/24/11 EST. NO.45 TIME 02:43 PM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0051 1,131.94 102210 N 1319.0 0052 1,955.79 101510 N 1320.0 0053 679.58 101410 N 1321.0 0054 2,551.25 061311 N 1322.0 0055 2,807.29 061411 N 1323.0 0056 1,835.00 061611 N 1324.0 0057 2,191.50 061711 N 1325.0 0058 717.25 030411 N 1267.0 0059 717.25 030711 N 1268.0 0060 2,307.33 062111 N 1326.0 0061 2,680.61 051611 N 1327.0 0062 2,680.61 051711 N 1328.0 0063 2,680.61 051911 N 1329.0 0064 3,605.38 040811 N 1332.0 0065 4,389.63 041111 N 1333.0 0067 2,634.42 052011 N 1335.0 0068 2,680.61 052311 N 1336.0 0069 213.21 052711 N 1337.0 0071 2,897.99 060111 N 1339.0 0075 2,747.98 060211 N 1340.0 0076 2,648.27 060711 N 1343.0 0077 2,108.48 062011 N 1344.0 0078 4,831.20 041311 N 1356.0 0079 5,884.63 041211 N 1357.0 0081 2,090.27 060911 N 1361.0 0082 549.03 081011 N 1362.0 0083 4,376.03 060911 N 1363.0 0084 716.26 040811 N 1332.1 0092 2,824.31 062411 N 1377.0 065 0002-1 -849.30 E.W. @ F.A.(+) 091908 N 0147.0 DAO CORRECTING ENTRY 0004-1 -4,573.11 091908 N 0166.0 DAO CORRECTING ENTRY 086 0003 1,166.67 E.W. @ F.A.(+) 061411 N 1229.1 0004 3,319.60 060611 N 1312.0 122 0002 38,328.40 E.W. @ L.S.(+) 081811 N 002 0 127 0008 1,010.36 E.W. @ F.A.(+) 070511 N 1295.0 0009 1,451.75 070711 N 1296.0 0010 1,320.50 062611 N 1297.0 0012 697.44 071411 N 1309.0 0015 1,746.71 071311 N 1308.0 0016 822.84 050311 N 1186.1 0017 2,052.41 072111 N 1353.0 0018 1,672.46 072411 N 1354.0 129 0008 1,090.92 E.W. @ F.A.(+) 063010 N 0916.2 134 0009-1 -4,469.87 E.W. @ F.A.(+) 062211 N 1246.0 DAO CORRECTING ENTRY 0009-2 3,925.80 062211 N 1246.0 DAO CORRECTING ENTRY 0013 210.30 062411 N 1242.1 143 0007 104,722.72 A.C. @ L.S.(+) 081211 N 007 0 160 0001 3,497.76 E.W. @ F.A.(+) 032211 N 1148.0 0002 1,628.54 032811 N 1187.0 164 0001 -2,722.48 A.C. @ L.S.(-) 082211 N 001 0 170 0002 822.43 E.W. @ F.A.(+) 060211 N 1366.0 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 08/24/11 EST. NO.45 TIME 02:43 PM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0004 2,105.49 053111 N 1368.0 0005 3,150.79 061511 N 1369.0 172 0001 10,637.76 E.W. @ L.S.(+) 081211 N 001 0 186 0004 742.41 E.W. @ F.A.(+) 060611 N 1237.0 197 0001 3,047.50 A.C. @ L.S.(+) 082211 N 001 0 380,970.22 TOTAL THIS ESTIMATE 4,986,995.25 TOTAL PREVIOUS ESTIMATE 5,367,965.47 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 08/24/11 EST. NO.45 TIME 02:43 PM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NON-SUBMITTAL CPM -16,455.34 01 NON-SUBMITTAL CPM 16,455.34 02 NO APPROVED CPM -704,157.69 04 REJ TEMP RAIL TYPE K -13,627.80 04 PROGRESS SCHEDULE -869,804.69 05 SURVEY RESTAKE -1,020.00 05 ELECT COST BREAKDOWN -969,402.80 06 SURVEY STAKING 1,020.00 06 NO APPROVED CPM 704,157.69 07 PROGRESS SCHEDULE 869,804.69 07 ELECT COST BREAKDOWN 969,402.80 08 CLASS I FINISH BARR -8,698.04 10 CPM 553,962.10 10 MISALIGN FRONT PNLS -12,805.44 10 PERFORMANCE FAILURE -1,548,703.70 10 CPM CORRECTION -553,962.10 11 PERFORMANCE FAILURE 1,548,703.70 11 CONCOMP AGG./PCCP -696.07 14 25% FOR SWPPP -720,184.31 14 25% FOR SWPPP 720,184.31 15 25% PAVEMT ITEM 101 -107,830.32 17 CLASS I FINISH BARR 6,698.04 22 25% PAVEMT ITEM 101 107,830.32 22 REJ TEMP RAIL TYPE K 13,627.80 27 0.00 -15,501.51 LABOR COMPLIANCE VIOLATION O/S PRS MARCH 08 -10,000.00 03 O/S PRS APR -10,000.00 04 PRS RECD MARCH 10,000.00 04 O/S PRS JUNE -10,000.00 06 O/S PRS JULY -10,000.00 08 O/S PRS AUG -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS SEPT 08 -10,000.00 10 O/S PRS OCT -10,000.00 11 PRS RECD APRIL 10,000.00 12 PRS RECD JULY 10,000.00 13 PRS RECD SEPT 10,000.00 13 PRS REVD AUG 10,000.00 13 O/S PRS JAN -10,000.00 14 PRS RECD OCT 10,000.00 14 O/S PRS FEB 09 -10,000.00 16 PRS RECD JAN 09 10,000.00 16 PRS RECD FEB 09 10,000.00 17 O/S PRS APRIL -10,000.00 18 O/S PRS MAY -10,000.00 19 PRTL PRS RECD APRIL 7,000.00 19 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 08/24/11 EST. NO.45 TIME 02:43 PM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS JUNE -10,000.00 20 PRS RECD APRIL 3,000.00 20 PRTL PRS RECD MAY 5,000.00 20 PRS RECD JUNE 09 10,000.00 21 O/S PS AUG 09 -10,000.00 22 PRTL PRS MAY 3,000.00 23 PRTL PRS AUG 8,000.00 23 O/S PRS OCT -10,000.00 24 PRS RECD MAY 2,000.00 24 O/S PRS NOV 09 -2,000.00 25 PRS RECD AUG 2,000.00 25 PRTL PRS OCT 5,000.00 25 O/S PRS DEC -3,000.00 26 PRS RECD NOV 2,000.00 26 PRTL PRS RECD OCT 2,000.00 26 O/S PRS JAN -1,000.00 27 PRTL PRS RECD OCT 1,500.00 27 O/S PRS FEB -2,000.00 28 PRS RECD OCT 09 1,500.00 28 PRS RECD DEC 09 3,000.00 28 O/S PRS MARCH -1,000.00 29 PRS RECD JAN 1,000.00 29 PRTL PRS FEB 1,000.00 29 O/S PRS APRIL -10,000.00 30 PRS RECD FEB 1,000.00 30 PRS RECD MARCH 1,000.00 30 O/S PRS MAY -10,000.00 31 PRTL PRS RECD APR 7,000.00 31 O/S PRS JUNE -2,000.00 32 PRS RECD APRIL 3,000.00 32 PRTL PRS MAY 7,000.00 32 O/S PRS JULY -4,000.00 33 PRS RECD MAY 3,000.00 33 PRS RECD JUNE 2,000.00 33 O/S PRS AUG -5,000.00 34 PRTL PRS JULY 3,000.00 34 O/S PRS SEPT -10,000.00 35 O/S PRS OCT -3,000.00 36 PRTL PRS SEPT 5,000.00 36 O/S PRS NOV -10,000.00 37 PRTL PRS RECD SEPT 1,000.00 37 O/S PRS DEC -10,000.00 38 PRS RECD SEPT 4,000.00 38 PRS RECD OCT 3,000.00 38 PRTL PRS RECD NOV 6,000.00 38 O/S PRS JAN -10,000.00 39 PRS RECD JULY 10 1,000.00 39 PRS RECD NOV 10 4,000.00 39 PRTL PRS RECD DEC 10 5,000.00 39 O/S PRS FEB -10,000.00 40 PRS RECD AUG 10 5,000.00 40 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 08/24/11 EST. NO.45 TIME 02:43 PM R.E. NAME: BOBOTIS, MARK 11-2T0934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL PRS RECD DEC 10 4,000.00 40 PRTL PRS RECD JAN 5,000.00 40 O/S PRS MARCH -7,000.00 41 PRS RECD FEB 10,000.00 41 PRTL PRS RECD JAN 4,000.00 41 O/S PRS APRIL 2011 -10,000.00 42 PRS RECD DEC 2010 1,000.00 42 PRTL PRS RECD MAR 11 6,000.00 42 DEL MAYN 2011 CPR -5,000.00 43 PRTL APR 2011 DEL 6,000.00 43 RECD JAN 2011 DEL 1,000.00 43 DEL JUN'11CPR -2,000.00 44 PRTL MAR'11DEL 1,000.00 44 PRTL MAY'11DEL 4,000.00 44 0.00 -7,000.00 TOTAL DEDUCTIONS 0.00 -22,501.51 PROGRAM CAS145 PAGE 1 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 LOCATION RERUN PROGRESS ESTIMATE 11-SD-15-M16.0/M19.3 ----------------------- FCI CONSTRUCTORS, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 10050 BLACK MOUNTAIN ROAD FROM MIRA MESA BOULEVARD SAN DIEGO CA 92126 UNDERCROSSING TO 0.3 KM SOUTH OF ROUTE 56/15 SEPARATION OVERCROSSING FED. AID NO. N O N E CONSTRUCT MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 0.250 3,125.00 002 TIME-RELATED OVERHEAD WDAY 4,400.0000 3,168,000.00 764.000 3,361,600.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 80.0000 17,600.00 197.000 15,760.00 004 TEMPORARY FENCE (TYPE ESA) M 12.0000 5,040.00 293.110 3,517.32 005 CONSTRUCTION SITE MANAGEMENT LS 150,000.0000 150,000.00 0.022 3,300.00 1.000 150,000.00 006 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.900 450.00 (S) PREVENTION PLAN 007 TEMPORARY HYDRAULIC MULCH M2 0.3000 10,380.00 21,300.000 6,390.00 008 TEMPORARY FIBER ROLL M 8.0000 352,800.00 12,402.690 99,221.52 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,500.0000 99,000.00 39.000 214,500.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 110,000.00 19.000 95,000.00 011 TEMPORARY CHECK DAM M 92.0000 7,360.00 450.700 41,464.40 012 MOVE-IN/MOVE-OUT EA 500.0000 5,000.00 3.000 1,500.00 (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 47,500.00 85.000 21,250.00 014 TEMPORARY HYDRAULIC MULCH M2 0.8500 63,665.00 47,795.000 40,625.75 (S) (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 250,000.0000 250,000.00 0.022 5,500.00 1.000 250,000.00 016 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.900 40,500.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 250,000.0000 1,250,000.00 0.022 27,500.00 1.000 1,250,000.00 (S) 018 TYPE II BARRICADE EA 32.0000 1,152.00 9.000 288.00 (S) 019 BARRICADE (LEFT IN PLACE) EA 80.0000 3,600.00 0.000 0.00 (S) 020 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 3,900.00 380.210 11,406.30 (S) 021 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 13,600.00 8,623.700 8,623.70 (S) 022 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 17,000.00 0.000 0.00 (S) (LEFT IN PLACE) PROGRAM CAS145 PAGE 2 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TRAFFIC PLASTIC DRUM EA 40.0000 13,600.00 407.000 16,280.00 (S) 024 TEMPORARY PAVEMENT MARKER EA 5.0000 14,850.00 988.000 4,940.00 (S) 025 PORTABLE CHANGEABLE MESSAGE SIGN EA 13,500.0000 162,000.00 12.000 162,000.00 (S) 026 TEMPORARY RAILING (TYPE K) M 18.0000 446,400.00 23,350.600 420,310.80 (S) 027 TEMPORARY CRASH CUSHION MODULE EA 250.0000 157,500.00 314.000 78,500.00 (S) 028 ABANDON CULVERT EA 1,286.0000 14,146.00 10.000 12,860.00 029 ABANDON IRRIGATION CROSSOVER EA 1,200.0000 25,200.00 2.000 2,400.00 030 REMOVE CHAIN LINK FENCE M 28.0000 5,600.00 108.300 3,032.40 031 REMOVE METAL BEAM GUARD RAILING M 22.0000 19,800.00 908.450 19,985.90 032 REMOVE DOUBLE METAL BEAM BARRIER M 30.0000 600.00 19.000 570.00 033 REMOVE TRAFFIC STRIPE M 1.6000 96,480.00 78,353.580 125,365.73 (S) 034 REMOVE PAVEMENT MARKING M2 33.0000 1,914.00 235.650 7,776.45 035 REMOVE ROADSIDE SIGN EA 125.0000 1,250.00 1.000 125.00 68.000 8,500.00 036 REMOVE SIGN STRUCTURE EA 4,500.0000 40,500.00 9.000 40,500.00 037 REMOVE CULVERT M 70.0000 51,800.00 728.800 51,016.00 038 REMOVE INLET EA 1,100.0000 50,600.00 42.000 46,200.00 039 REMOVE DOWNDRAIN M 71.0000 5,396.00 104.970 7,452.87 040 REMOVE RETAINING WALL (PORTION) M 45.0000 99,000.00 2,008.800 90,396.00 041 REMOVE SLOPE PAVING LS 4,300.0000 4,300.00 0.600 2,580.00 042 REMOVE CONCRETE DECK SURFACE M2 68.0000 31,280.00 526.400 35,795.20 043 REMOVE POP-UP EA 566.0000 11,886.00 21.000 11,886.00 044 RESET ROADSIDE SIGN EA 175.0000 4,725.00 19.000 3,325.00 19.000 3,325.00 045 RELOCATE ROADSIDE SIGN EA 175.0000 1,750.00 8.000 1,400.00 8.000 1,400.00 046 MODIFY INLET EA 3,000.0000 12,000.00 6.000 18,000.00 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 49,200.00 21,654.750 64,964.25 (S) 048 REMOVE CONCRETE BARRIER (TYPE 60E) M 108.0000 5,400.00 50.000 5,400.00 049 REMOVE CONCRETE CURB AND SIDEWALK M 17.0000 14,450.00 837.800 14,242.60 PROGRAM CAS145 PAGE 3 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 14.0000 65,240.00 5,716.170 80,026.38 051 PREPARE CONCRETE BRIDGE DECK SURFACE M2 11.0000 20,680.00 1,910.000 21,010.00 052 REMOVE CONCRETE BARRIER (TYPE K) M 25.0000 15,250.00 200.000 5,000.00 053 CLEAN BRIDGE DECK M2 6.0000 41,580.00 6,900.000 41,400.00 054 ACCESS OPENING, SOFFIT EA 1,500.0000 3,000.00 0.000 0.00 055 SHATTER CONCRETE M2 3.0000 7,470.00 2,434.000 7,302.00 056 CAP INLET EA 1,600.0000 33,600.00 21.000 33,600.00 057 REMOVE CRASH CUSHION (9CBB) EA 3,465.0000 3,465.00 1.000 3,465.00 058 REMOVE CRASH CUSHION (G.R.E.A.T.) EA 2,460.0000 9,840.00 2.000 4,920.00 059 BRIDGE REMOVAL LS 450,000.0000 450,000.00 1.000 450,000.00 060 BRIDGE REMOVAL (PORTION), LOCATION A LS 24,000.0000 24,000.00 1.000 24,000.00 061 BRIDGE REMOVAL (PORTION), LOCATION B LS 8,000.0000 8,000.00 0.750 6,000.00 062 BRIDGE REMOVAL (PORTION), LOCATION C LS 24,000.0000 24,000.00 1.000 24,000.00 063 BRIDGE REMOVAL (PORTION), LOCATION D LS 5,000.0000 5,000.00 1.000 5,000.00 064 CLEARING AND GRUBBING LS 170,000.0000 170,000.00 1.000 170,000.00 065 ROADWAY EXCAVATION M3 12.0000 3,420,000.00 276,656.510 3,319,878.12 066 ROCK STAINING M2 1.0000 50,000.00 0.000 0.00 067 STRUCTURE EXCAVATION (BRIDGE) M3 75.0000 94,875.00 1,200.000 90,000.00 (F) 068 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 2,514,900.00 40,042.192 2,402,531.52 069 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 65.0000 29,250.00 0.000 0.00 (F) 070 STRUCTURE EXCAVATION, TEMPORARY TIEBACK M3 144.0000 14,400.00 110.000 15,840.00 (F) WALL 071 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 86,000.00 62.810 6,281.00 818.310 81,831.00 (F) 072 STRUCTURE BACKFILL M3 130.0000 78,000.00 0.000 0.00 (LIGHTWEIGHT, RETAINING WALL) 073 STRUCTURE BACKFILL (RETAINING WALL) M3 77.0000 3,344,880.00 39,347.265 3,029,739.41 074 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 600.0000 3,000.00 0.000 0.00 (F) 075 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 170,200.00 1,692.000 169,200.00 WALL) 076 SAND BACKFILL M3 168.0000 10,584.00 59.690 10,027.92 PROGRAM CAS145 PAGE 4 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 LEAN CONCRETE BACKFILL M3 208.0000 9,360.00 0.000 0.00 (F) 078 760 MM DRILLED HOLE M 1,075.0000 376,250.00 0.000 0.00 079 DITCH EXCAVATION M3 50.0000 10,000.00 23.400 1,170.00 216.800 10,840.00 080 STEEL SOLDIER PILE (HP360 X 174) M 290.0000 100,050.00 0.000 0.00 081 EROSION CONTROL (BLANKET) M2 5.0000 25,500.00 0.000 0.00 082 EROSION CONTROL (BIOFILTRATION) M2 23.0000 7,130.00 310.000 7,130.00 083 EROSION CONTROL (TYPE D) M2 1.1000 149,600.00 29,458.250 32,404.08 94,558.250 104,014.08 (S) 084 FIBER ROLLS M 8.0000 42,480.00 1,654.000 13,232.00 12,826.550 102,612.40 085 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 3,000.00 1.000 500.00 6.000 3,000.00 (S) 086 IRRIGATION SYSTEM LS 65,000.0000 65,000.00 0.605 39,325.00 (S) 087 NPS 4 SUPPLY LINE (BRIDGE) M 245.0000 76,195.00 212.300 52,013.50 088 250 MM CORRUGATED HIGH DENSITY M 350.0000 34,650.00 0.000 0.00 POLYETHYLENE PIPE CONDUIT 089 250 MM WELDED STEEL PIPE CONDUIT M 650.0000 50,050.00 0.000 0.00 (6.35 MM THICK) 090 EXTEND 250 MM CONDUIT M 3,900.0000 7,800.00 0.000 0.00 091 TRUCK WATERING LS 53,000.0000 53,000.00 0.000 0.00 092 CLASS 2 AGGREGATE BASE M3 37.0000 1,361,600.00 360.230 13,328.51 38,445.700 1,422,490.90 093 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 4,200.00 0.000 0.00 094 ASPHALT TREATED PERMEABLE BASE M3 200.0000 52,000.00 250.810 50,162.00 095 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,000.0000 9,000.00 2.043 2,043.00 096 ASPHALT CONCRETE (TYPE A) TONN 95.0000 1,387,000.00 283.460 26,928.70 19,994.191 1,899,448.15 097 ASPHALT CONCRETE BASE (TYPE A) TONN 90.0000 2,871,000.00 23,249.903 2,092,491.27 098 PLACE ASPHALT CONCRETE DIKE M 7.0000 28,280.00 4,216.630 29,516.41 099 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 12,320.00 544.000 8,704.00 AREA) 100 ASPHALTIC EMULSION (PAINT BINDER) TONN 700.0000 7,000.00 0.000 0.00 101 CONCRETE PAVEMENT M3 230.0000 5,842,000.00 195.630 44,994.90 24,768.942 5,696,856.66 102 REPLACE CONCRETE PAVEMENT M3 1,400.0000 126,000.00 121.230 169,722.00 (RAPID STRENGTH CONCRETE) 103 SEAL PAVEMENT JOINT M 8.0000 281,600.00 30,425.450 243,403.60 PROGRAM CAS145 PAGE 5 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 SEAL LONGITUDINAL ISOLATION JOINT M 25.0000 208,750.00 10,326.480 258,162.00 105 TIE BAR (DRILL AND BOND) EA 28.0000 2,660.00 95.000 2,660.00 106 SEAL JOINT (EXISTING CONCRETE PAVEMENT) M 7.0000 37,940.00 0.000 0.00 107 GRIND EXISTING CONCRETE M2 5.0000 42,000.00 4,547.000 22,735.00 PAVEMENT 108 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 19,000.0000 1,558,000.00 81.085 1,540,615.00 (S) PILING 109 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 26,000.0000 1,118,000.00 45.115 1,172,990.00 (S) PILING (ROCK SOCKET) 110 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 111 TEMPORARY TIEBACK ANCHOR EA 2,000.0000 94,000.00 47.000 94,000.00 (S) 112 STRUCTURAL CONCRETE (CIP WALL FACE) M3 851.0000 59,570.00 0.000 0.00 (F) 113 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 78,750.00 225.000 78,750.00 (F) 114 STRUCTURAL CONCRETE, DECK OVERLAY M3 550.0000 134,750.00 220.000 121,000.00 (F) 115 STRUCTURAL CONCRETE, BRIDGE M3 850.0000 2,350,250.00 2,722.047 2,313,739.95 (F) 116 STRUCTURAL CONCRETE, RETAINING WALL M3 395.0000 5,802,550.00 14,313.291 5,653,749.95 117 STRUCTURAL CONCRETE, BARRIER SLAB M3 618.0000 179,220.00 0.000 0.00 (F) 118 STRUCTURAL CONCRETE, APPROACH SLAB M3 720.0000 176,400.00 244.000 175,680.00 (F) (TYPE N) 119 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 60,500.00 141.900 156,090.00 (TYPE R) 120 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 40,000.00 0.159 127.20 88.669 70,935.20 (F) (TYPE N MODIFIED) 121 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 2,100.0000 42,000.00 35.940 75,474.00 122 CLASS 4 CONCRETE (BACKFILL) M3 200.0000 11,000.00 55.000 11,000.00 (F) 123 CLASS 1 CONCRETE (BACKFILL) M3 230.0000 23,000.00 0.000 0.00 (F) 124 MINOR CONCRETE (MINOR STRUCTURE) M3 1,900.0000 304,000.00 1.134 2,154.60 145.529 276,505.10 125 ARCHITECTURAL SURFACE (BARRIER) M2 37.0000 50,579.00 1,244.000 46,028.00 (F) 126 SWIRLED PLASTER TEXTURE M2 22.0000 251,680.00 11,061.750 243,358.50 127 FRACTURED RIB TEXTURE M2 150.0000 31,500.00 10.000 1,500.00 210.000 31,500.00 (F) 128 RIPPED TEXTURE (ROPE) M2 44.0000 4,840.00 99.000 4,356.00 (F) 129 DRILL AND BOND DOWEL M 100.0000 1,100.00 14.600 1,460.00 130 CLEAN EXPANSION JOINT M 70.0000 12,110.00 142.000 9,940.00 PROGRAM CAS145 PAGE 6 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 REFINISH BRIDGE DECK M2 280.0000 15,400.00 25.000 7,000.00 (F) 132 FURNISH POLYESTER CONCRETE OVERLAY M3 4,300.0000 25,800.00 13.320 57,276.00 133 PLACE POLYESTER CONCRETE OVERLAY M2 100.0000 17,000.00 182.000 18,200.00 (F) 134 CORE CONCRETE (51 MM - 100 MM) M 850.0000 1,700.00 0.000 0.00 (S) 135 CORE CONCRETE (151 MM - 200 MM) M 425.0000 2,550.00 0.000 0.00 (S) 136 CORE CONCRETE (251 MM - 300 MM) M 850.0000 2,550.00 0.000 0.00 (S) 137 CORE CONCRETE (351 MM - 400 MM) M 1,000.0000 2,000.00 0.355 355.00 (S) 138 SOUND WALL (MASONRY BLOCK) M2 250.0000 360,000.00 1,470.000 367,500.00 (SF) 139 JOINT SEAL (MR 30 MM) M 120.0000 2,400.00 57.000 6,840.00 (S) 140 JOINT SEAL ASSEMBLY (MR 70 MM) M 650.0000 40,300.00 46.480 30,212.00 (S) 141 JOINT SEAL (MR 50 MM) M 250.0000 48,250.00 152.000 38,000.00 (S) 142 BAR REINFORCING STEEL (CIP WALL FACE) KG 3.0000 21,000.00 0.000 0.00 (SF) 143 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 782,170.00 508,375.000 864,237.50 (SF) 144 BAR REINFORCING STEEL (RETAINING WALL) KG 1.9000 2,200,200.00 1,125,072.950 2,137,638.61 (S) 145 TEMPORARY SHOTCRETE M3 500.0000 30,000.00 60.000 30,000.00 (S) 146 TREAT BRIDGE DECK M2 1.5000 10,395.00 6,900.000 10,350.00 (F) 147 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.0000 63,000.00 2,842.000 56,840.00 148 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 13.0000 91,000.00 5,825.000 75,725.00 WITH WALKWAY) 149 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 70,000.00 5,825.000 58,250.00 (S) WITH WALKWAY) 150 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 1,690,000.00 50,805.000 508,050.00 151 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 169,000.00 50,805.000 50,805.00 (S) 152 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 10.0000 25,000.00 5,430.000 54,300.00 153 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 2,500.00 5,430.000 5,430.00 (S) 154 FURNISH SIGN STRUCTURE (TRUSS) KG 9.5000 427,500.00 18,812.000 178,714.00 155 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 45,000.00 18,812.000 18,812.00 (S) 156 FURNISH LAMINATED PANEL SIGN M2 18.0000 4,320.00 362.200 6,519.60 (25.4 MM-TYPE A) 157 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 2,760.00 0.000 0.00 (1.6 MM-UNFRAMED) PROGRAM CAS145 PAGE 7 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 1,125.00 0.000 0.00 (2.0 MM-UNFRAMED) 159 FURNISH SINGLE SHEET ALUMINUM SIGN M2 160.0000 2,400.00 0.000 0.00 (1.6 MM-FRAMED) 160 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 1,650.00 0.000 0.00 (2.0 MM-FRAMED) 161 920 MM CAST-IN-DRILLED-HOLE M 3,000.0000 15,000.00 16.000 48,000.00 (S) CONCRETE PILE (SIGN FOUNDATION) 162 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 396,000.00 103.720 311,160.00 (S) CONCRETE PILE (SIGN FOUNDATION) 163 METAL (RAIL MOUNTED SIGN) KG 30.0000 33,000.00 0.000 0.00 164 ROADSIDE SIGN - ONE POST EA 400.0000 6,800.00 11.000 4,400.00 30.000 12,000.00 165 ROADSIDE SIGN - TWO POST EA 500.0000 2,500.00 4.000 2,000.00 8.000 4,000.00 166 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 30.0000 210.00 7.000 210.00 19.000 570.00 METHOD) 167 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 50.0000 7,000.00 0.000 0.00 (S) 168 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 28,000.00 1.000 200.00 1.000 200.00 (S) EXISTING POST 169 TIMBER LAGGING M3 1,800.0000 63,000.00 0.000 0.00 (F) 170 300 MM REINFORCED CONCRETE PIPE M 272.0000 4,896.00 19.000 5,168.00 171 450 MM REINFORCED CONCRETE PIPE M 200.0000 190,000.00 1,067.090 213,418.00 172 600 MM REINFORCED CONCRETE PIPE M 525.0000 425,250.00 935.583 491,181.08 173 900 MM REINFORCED CONCRETE PIPE M 450.0000 45,000.00 103.020 46,359.00 174 1200 MM REINFORCED CONCRETE PIPE M 990.0000 13,860.00 11.000 10,890.00 175 80 MM PLASTIC PIPE (OUTLET) M 250.0000 21,000.00 88.600 22,150.00 176 80 MM PLASTIC PIPE (EDGE DRAIN) M 90.0000 43,200.00 691.900 62,271.00 177 200 MM PLASTIC PIPE M 145.0000 11,600.00 43.340 6,284.30 178 150 MM ALTERNATIVE PIPE UNDERDRAIN M 100.0000 28,000.00 280.000 28,000.00 179 600 MM BITUMINOUS COATED CORRUGATED M 200.0000 24,000.00 110.100 22,020.00 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 180 450 MM BITUMINOUS COATED CORRUGATED M 240.0000 31,200.00 95.130 22,831.20 STEEL PIPE DOWNDRAIN (3.51 MM THICK) 181 DRAINAGE INLET MARKER EA 600.0000 6,000.00 0.000 0.00 182 GRATED LINE DRAIN M 360.0000 61,200.00 189.000 68,040.00 183 GRATED LINE DRAIN, WITH WALL EXTENSION M 460.0000 119,600.00 255.000 117,300.00 PROGRAM CAS145 PAGE 8 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 450 MM BITUMINOUS COATED CORRUGATED M 510.0000 2,040.00 3.260 1,662.60 STEEL PIPE RISER (3.51 MM THICK) 185 WELDED STEEL PIPE CASING (BRIDGE) M 220.0000 11,000.00 0.000 0.00 186 450 MM BITUMINOUS COATED STEEL EA 445.0000 890.00 2.000 890.00 FLARED END SECTION 187 600 MM BITUMINOUS COATED STEEL EA 590.0000 1,180.00 2.000 1,180.00 FLARED END SECTION 188 450 MM CONCRETE FLARED END SECTION EA 650.0000 650.00 1.000 650.00 189 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 3,000.00 3.000 3,000.00 190 900 MM PRECAST CONCRETE PIPE INLET M 950.0000 16,150.00 13.100 12,445.00 191 600 MM PRECAST CONCRETE PIPE RISER M 800.0000 8,800.00 7.400 5,920.00 192 900 MM PRECAST CONCRETE PIPE RISER M 1,100.0000 18,700.00 8.787 9,665.70 193 MINOR CONCRETE (BACKFILL) M3 200.0000 6,200.00 28.820 5,764.00 194 ROCK SLOPE PROTECTION M3 200.0000 2,200.00 10.800 2,160.00 (1/4 TON, METHOD B) 195 ROCK SLOPE PROTECTION M3 370.0000 10,730.00 27.200 10,064.00 (BACKING NO. 1, METHOD B) 196 SLOPE PAVING (CONCRETE) M3 1,000.0000 35,000.00 35.000 35,000.00 (F) 197 MINOR CONCRETE (SLOPE PROTECTION) M3 700.0000 126,000.00 15.420 10,794.00 183.830 128,681.00 198 ROCK SLOPE PROTECTION FABRIC M2 7.0000 770.00 80.400 562.80 199 MINOR CONCRETE (GUTTER) M 64.0000 3,200.00 62.000 3,968.00 112.000 7,168.00 (F) 200 MINOR CONCRETE (TEXTURED PAVING) M2 86.0000 347,440.00 3,656.340 314,445.24 201 MINOR CONCRETE (CURB, SIDEWALK AND M3 640.0000 140,800.00 266.030 170,259.20 CURB RAMP) 202 MISCELLANEOUS IRON AND STEEL KG 5.0000 69,000.00 9,906.000 49,530.00 (S) 203 BRIDGE DECK DRAINAGE SYSTEM KG 13.0000 189,800.00 2,070.000 26,910.00 (SF) 204 CHAIN LINK FENCE (TYPE CL-1.8) M 60.0000 4,800.00 60.000 3,600.00 (S) 205 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 0.000 0.00 (S) 206 DELINEATOR (CLASS 1) EA 40.0000 5,600.00 131.000 5,240.00 131.000 5,240.00 207 MILEPOST MARKER EA 75.0000 375.00 0.000 0.00 208 GUARD RAILING DELINEATOR EA 35.0000 735.00 0.000 0.00 209 METAL BEAM GUARD RAILING M 120.0000 5,520.00 11.400 1,368.00 210 TUBULAR PIPE HAND RAILING M 750.0000 15,000.00 10.000 7,500.00 20.000 15,000.00 (SF) PROGRAM CAS145 PAGE 9 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 211 CHAIN LINK RAILING (TYPE 7) M 225.0000 48,375.00 161.250 36,281.25 (SF) 212 CONCRETE BARRIER (TYPE K) M 60.0000 98,400.00 0.000 0.00 213 PERFORATED STEEL SCREEN (PILASTER) EA 4,600.0000 18,400.00 4.000 18,400.00 (SF) 214 PERFORATED STEEL SCREEN (SCONCE) EA 4,100.0000 32,800.00 8.000 32,800.00 (SF) 215 CONCRETE BARRIER (TYPE 26 MODIFIED) M 565.0000 137,295.00 243.000 137,295.00 (F) 216 CABLE RAILING M 50.0000 49,600.00 906.000 45,300.00 (F) 217 TRANSITION RAILING (TYPE WB) EA 3,500.0000 10,500.00 1.000 3,500.00 218 END ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 3,600.00 0.000 0.00 219 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 18,200.00 1.000 2,600.00 (S) 220 CRASH CUSHION (REACT 9CBB) EA 5,200.0000 20,800.00 3.000 15,600.00 (S) 221 ALTERNATIVE CRASH CUSHION EA 2,500.0000 2,500.00 1.000 2,500.00 (S) 222 CONCRETE BARRIER (TYPE 60-R) M 470.0000 4,700.00 9.000 4,230.00 (F) 223 CONCRETE BARRIER (TYPE 60S-R) M 360.0000 5,040.00 12.600 4,536.00 (F) 224 CONCRETE BARRIER (TYPE 60GE MODIFIED) M 680.0000 346,800.00 626.000 425,680.00 225 CONCRETE BARRIER (TYPE 60D MODIFIED) M 340.0000 132,600.00 383.950 130,543.00 226 CONCRETE BARRIER (TYPE 60SC MODIFIED) M 440.0000 7,920.00 34.500 15,180.00 227 CONCRETE BARRIER (TYPE 60D) M 250.0000 57,500.00 218.250 54,562.50 228 CONCRETE BARRIER (TYPE 60S) M 160.0000 187,200.00 121.000 19,360.00 806.850 129,096.00 229 CONCRETE BARRIER (TYPE 60SA) M 300.0000 9,600.00 41.000 12,300.00 230 CONCRETE BARRIER (TYPE 60SC) M 270.0000 623,700.00 2,103.100 567,837.00 231 CONCRETE BARRIER (TYPE 60SA R) M 163.0000 29,829.00 128.000 20,864.00 (F) 232 CONCRETE BARRIER (TYPE 732 MODIFIED) M 220.0000 96,580.00 0.000 0.00 (F) 233 CONCRETE BARRIER (TYPE 732R MODIFIED) M 290.0000 2,030.00 7.000 2,030.00 (F) 234 CONCRETE BARRIER (TYPE 732A MODIFIED) M 240.0000 321,360.00 1,331.617 319,588.08 (F) 235 CONCRETE BARRIER (TYPE 732B MODIFIED) M 380.0000 106,400.00 278.430 105,803.40 236 CONCRETE BARRIER (TYPE 736 MODIFIED) M 220.0000 10,120.00 46.000 10,120.00 (F) 237 CONCRETE BARRIER (TYPE 736A MODIFIED) M 270.0000 318,600.00 590.000 159,300.00 (F) PROGRAM CAS145 PAGE 10 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 238 CONCRETE BARRIER (TYPE 736B MODIFIED) M 520.0000 1,560.00 3.000 1,560.00 239 CONCRETE BARRIER (TYPE 742R) M 360.0000 47,880.00 133.000 47,880.00 (F) 240 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 18,000.00 119.930 5,396.85 (S) 241 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,700.00 791.000 1,582.00 (S) 242 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,700.00 420.000 1,050.00 (S) (BROKEN 3.66 M - 0.92 M) 243 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 280.00 553.000 1,106.00 (S) (BROKEN 1.83 M - 0.30 M) 244 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,340.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 245 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 88,500.00 141,179.680 70,589.84 (S) 246 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.7500 43,050.00 18,765.000 32,838.75 (S) 247 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 40,250.00 9,774.000 34,209.00 (S) 248 SIGNAL AND LIGHTING (LOCATION 1) LS 87,000.0000 87,000.00 0.936 81,432.00 (S) 249 SIGNAL AND LIGHTING (LOCATION 2) LS 51,000.0000 51,000.00 1.000 51,000.00 (S) 250 SIGNAL AND LIGHTING (LOCATION 3) LS 156,000.0000 156,000.00 0.034 5,304.00 1.000 156,000.00 (S) 251 SIGNAL AND LIGHTING (LOCATION 4) LS 156,000.0000 156,000.00 0.019 2,964.00 1.000 156,000.00 (S) 252 TEMPORARY LIGHTING LS 127,000.0000 127,000.00 1.000 127,000.00 (S) 253 LIGHTING (CITY STREET) LS 113,000.0000 113,000.00 0.002 226.00 1.000 113,000.00 (S) 254 LIGHTING AND SIGN ILLUMINATION LS 865,000.0000 865,000.00 0.059 51,035.00 1.000 865,000.00 (S) 255 CHANGEABLE MESSAGE SIGN SYSTEM LS 92,000.0000 92,000.00 0.928 85,376.00 (S) 256 TEMPORARY COMMUNICATION SYSTEM LS 148,000.0000 148,000.00 1.000 148,000.00 (S) 257 AUTOMATIC TRAFFIC CHANNELIZER SYSTEM LS 273,000.0000 273,000.00 0.234 63,882.00 (S) 258 GUIDE WIRE SYSTEM LS 148,000.0000 148,000.00 0.998 147,704.00 (S) 259 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 17,000.00 139.000 6,950.00 140.000 7,000.00 (S) 260 TRAFFIC MONITORING STATION (LOCATION 1) LS 108,000.0000 108,000.00 1.000 108,000.00 (S) 261 TRAFFIC MONITORING STATION (LOCATION 2) LS 95,000.0000 95,000.00 0.494 46,930.00 0.998 94,810.00 (S) 262 TEMPORARY RAMP METERING SYSTEM LS 112,000.0000 112,000.00 1.000 112,000.00 (S) (LOCATION 1) 263 TEMPORARY RAMP METERING SYSTEM LS 107,000.0000 107,000.00 1.000 107,000.00 (S) (LOCATION 2) 264 TEMPORARY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 1.000 85,000.00 (S) (LOCATION 3) PROGRAM CAS145 PAGE 11 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 265 TEMPORARY RAMP METERING SYSTEM LS 51,000.0000 51,000.00 0.430 21,930.00 1.000 51,000.00 (S) (LOCATION 4) 266 RAMP METERING SYSTEM (LOCATION 1) LS 117,000.0000 117,000.00 0.922 107,874.00 (S) 267 RAMP METERING SYSTEM (LOCATION 2) LS 87,000.0000 87,000.00 0.959 83,433.00 (S) 268 RAMP METERING SYSTEM (LOCATION 3) LS 79,000.0000 79,000.00 0.589 46,531.00 (S) 269 RAMP METERING SYSTEM (LOCATION 4) LS 64,000.0000 64,000.00 0.807 51,648.00 (S) 270 FIBER OPTIC COMMUNICATION SYSTEM LS 770,000.0000 1,770,000.00 0.010 17,700.00 1.000 1,770,000.00 (S) 271 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 272 MINOR CONCRETE (SOUND WALL) M2 1,240.0000 74,400.00 36.708 45,517.92 PROGRAM CAS145 PAGE 12 DATE 08/24/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0934 TIME 02:43 PM ESTIMATE NO. 45 BID OPENING 01/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/11 R.E. NAME: BOBOTIS, MARK DATE OF THIS ESTIMATE 08/24/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 390,481.99 55,360,603.63 ADJUSTMENT OF COMPENSATION 118,391.55 2,856,076.69 EXTRA WORK 262,578.67 2,511,888.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 771,452.21 60,728,569.10 273 MOBILIZATION LS 630,000.0000 6,630,000.00 1.000 6,630,000.00 ORIGINAL CONTRACT AMOUNT 66,868,627.00 TOTAL WORK COMPLETED 771,452.21 67,358,569.10 MATERIALS ON HAND ON SITE 836,001.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -22,501.51 TOTAL 771,452.21 68,172,069.49 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 02/27/08 720 03/17/08 03/13/08 10/16/11 805 51 46 0 91% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU CCO127 CONTRL /TIME DEF BOBOTIS, MARK RESIDENT ENGINEER PROGRAM CAS145 DATE 08/24/11