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 12/27/12 EST. NO.36 TIME 09:24 AM R.E. NAME: YOGARAJAH, MANNY 08-4440U4 --------------------------------------------------------------------------- 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 0312 273.71 E.W. @ F.A.(+) 041510 Y 0853.1 0314 135.95 040512 Y 1068.0 0315 183.79 040612 Y 1069.0 0316 855.64 040612 Y 1070.0 0317 1,457.18 062812 Y 1071.0 0318 337.73 071912 Y 1073.0 0319 316.26 090512 Y 1075.0 0320 123.69 092412 Y 1076.0 0321 1,171.69 092512 Y 1077.0 0322 69.83 070212 Y 1072.0 0323 315.48 030612 Y 1122.1 005 0041 139.66 E.W. @ F.A.(+) 070212 Y 1078.0 0042 880.25 071712 Y 1079.0 006 0017 455.51 E.W. @ F.A.(+) 022712 Y 1080.0 008 0114 1,228.30 E.W. @ F.A.(+) 072012 Y 1059.0 0115 1,867.53 013112 Y 1081.0 0116 118.99 041812 Y 1082.0 0117 719.62 041812 Y 1083.0 0118 1,888.48 052912 Y 1084.0 0119 1,009.01 060612 Y 1085.0 0120 1,293.77 060612 Y 1086.0 0121 679.36 061512 Y 1089.0 0122 322.96 080312 Y 1090.0 0123 474.39 080312 Y 1091.0 0124 371.35 082312 Y 1093.0 0125 1,275.99 082412 Y 1094.0 0126 899.19 082712 Y 1095.0 0127 461.18 082712 Y 1096.0 0128 1,140.72 082712 Y 1097.0 0129 1,170.18 082812 Y 1098.0 0130 2,107.32 060712 Y 1087.0 0131 473.92 060812 Y 1088.0 0132 380.24 082812 Y 1099.0 0133 1,738.35 082912 Y 1100.0 0134 2,293.98 083012 Y 1101.0 0135 465.27 083112 Y 1102.0 0136 969.64 090712 Y 1103.0 0137 890.19 091212 Y 1104.0 0138 178.59 091412 Y 1105.0 0139 2,878.05 091712 Y 1106.0 0140 971.49 091712 Y 1107.0 0141 878.01 092512 Y 1108.0 0142 1,257.47 101212 Y 1109.0 0143 271.48 082312 Y 1092.0 012 0105 1,294.25 E.W. @ F.A.(+) 102912 Y 1120.0 0106 1,333.74 103112 Y 1121.0 0107 695.22 030712 Y 1110.0 0108 1,444.80 040512 Y 1111.0 0109 1,997.30 101712 Y 1112.0 0110 1,193.80 101812 Y 1113.0 0111 2,041.25 101912 Y 1114.0 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 12/27/12 EST. NO.36 TIME 09:24 AM R.E. NAME: YOGARAJAH, MANNY 08-4440U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0112 1,752.73 102212 Y 1115.0 0113 2,041.25 102312 Y 1116.0 0114 2,041.25 102412 Y 1117.0 0115 2,041.25 102512 Y 1118.0 0116 2,041.25 102612 Y 1119.0 014 0035 1,978.50 E.W. @ F.A.(+) 060512 Y 1123.0 0036 243.90 060612 Y 1124.0 0037 622.62 060612 Y 1125.0 0038 280.88 100912 Y 1126.0 0039 2,411.34 110812 Y 1127.0 0040 2,635.68 110912 Y 1128.0 0041 897.08 111312 Y 1129.0 018 0010 1,011.57 E.W. @ F.A.(+) 032112 Y 1130.0 0011 1,733.38 032212 Y 1131.0 0012 1,502.27 032312 Y 1132.0 0013 135.64 041012 Y 1133.0 0014 134.31 060812 Y 1134.0 0015 4,079.57 092112 Y 1135.0 0016 3,053.26 092412 Y 1136.0 0017 445.09 092612 Y 1137.0 0018 1,365.31 092612 Y 1138.0 0019 3,167.62 092712 Y 1139.0 0020 525.82 092812 Y 1140.0 020 0018 738.16 E.W. @ F.A.(+) 051412 Y 1141.0 0019 1,760.99 051412 Y 1142.0 0020 264.55 051512 Y 1143.0 022 0013 1,053.14 E.W. @ F.A.(+) 053112 Y 1144.0 0014 586.50 071012 Y 1145.0 0015 2,055.04 100212 Y 1146.0 023 0007 929.75 E.W. @ F.A.(+) 092512 Y 1147.0 0008 677.71 092612 Y 1148.0 0009 557.85 092612 Y 1149.0 027 0002 1,654.09 E.W. @ F.A.(+) 091312 N 1061.0 0003 18,816.88 091312 N 1062.0 0004 15,226.04 091412 N 1063.0 0005 5,124.70 090412 Y 1150.0 030 0025 797.81 E.W. @ F.A.(+) 021312 Y 1151.0 0026 384.23 021412 Y 1152.0 0027 1,826.86 051112 Y 1153.0 034 0006 2,066.35 E.W. @ F.A.(+) 052312 Y 1154.0 0007 1,812.12 052412 Y 1155.0 0008 264.85 052412 Y 1156.0 0009 969.26 052512 Y 1157.0 0010 389.19 071112 Y 1158.0 043 0022 143.00 E.W. @ F.A.(+) 011912 Y 0924.1 0023 2,030.47 020812 Y 1159.0 0024 1,909.91 022312 Y 1160.0 0025 1,909.91 022412 Y 1161.0 0026 575.06 051412 Y 1162.0 0027 994.92 051512 Y 1163.0 0028 539.32 052512 Y 1164.0 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 12/27/12 EST. NO.36 TIME 09:24 AM R.E. NAME: YOGARAJAH, MANNY 08-4440U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0029 1,924.70 070312 Y 1165.0 0030 608.03 070612 Y 1166.0 0032 861.22 073012 Y 1168.0 0033 861.22 073112 Y 1169.0 0034 861.22 080112 Y 1170.0 0035 821.53 080212 Y 1171.0 0036 616.16 080712 Y 1172.0 044 0004 11,079.46 E.W. @ F.A.(+) 082812 N 1064.0 0005 7,658.33 082712 N 1066.0 0007 8,256.82 091012 N 1065.0 0008 842.59 061112 Y 1173.0 0009 2,945.74 061112 Y 1174.0 0010 2,141.74 061212 Y 1175.0 0011 2,077.80 061212 Y 1176.0 0012 2,933.74 061312 Y 1177.0 0013 3,718.18 061412 Y 1178.0 0014 3,602.68 061512 Y 1179.0 0015 2,890.62 061812 Y 1180.0 0016 2,797.06 061912 Y 1181.0 0017 2,134.18 062012 Y 1182.0 0018 386.06 062112 Y 1183.0 0019 1,553.83 062212 Y 1184.0 0020 1,700.14 062512 Y 1185.0 0021 273.08 062512 Y 1186.0 0022 135.95 062612 Y 1187.0 0023 1,275.11 062612 Y 1188.0 0024 884.60 062712 Y 1189.0 0025 1,685.00 062712 Y 1190.0 0026 1,692.57 062812 Y 1191.0 0027 6,666.37 062812 Y 1192.0 0028 754.46 062912 Y 1193.0 0029 1,562.19 062912 Y 1194.0 0030 6,884.09 062912 Y 1195.0 0031 556.10 071112 Y 1196.0 0032 1,382.42 071112 Y 1197.0 0033 4,996.37 071212 Y 1198.0 0034 1,612.05 072312 Y 1199.0 047 0004 1,450.49 E.W. @ F.A.(+) 041612 Y 1200.0 0005 379.78 041712 Y 1201.0 0006 434.04 041812 Y 1202.0 0007 294.94 041912 Y 1203.0 0008 1,774.78 043012 Y 1204.0 0009 2,228.70 052212 Y 1205.0 0010 132.28 053012 Y 1206.0 0011 1,691.28 071712 Y 1207.0 0012 1,941.64 071812 Y 1208.0 253,553.32 TOTAL THIS ESTIMATE 2,603,464.92 TOTAL PREVIOUS ESTIMATE 2,857,018.24 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 12/27/12 EST. NO.36 TIME 09:24 AM R.E. NAME: YOGARAJAH, MANNY 08-4440U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AGGREGATE GRADATION -1,464.50 05 PCC CORING DEF -10,731.00 29 0.00 -12,195.50 LABOR COMPLIANCE VIOLATION MISS CURRENT YR FBS -8,000.00 28 MISS CURRENT YR FBS 8,000.00 33 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 325 -67,506.81 03 OVERBID ITEM NO. 325 -33,753.41 05 OVERBID ITEM NO. 325 -27,002.72 08 OVERBID ITEM NO. 325 -6,750.69 15 0.00 -135,013.63 TOTAL DEDUCTIONS 0.00 -147,209.13 PROGRAM CAS145 PAGE 1 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 LOCATION PROGRESS ESTIMATE 08-SBD-215-8.8/11.6 ----------------- MCM CONSTRUCTION INC IN SAN BERNARDINO COUNTY IN SAN P O BOX 620 BERNARDINO ON ROUTE 210 AND ON NORTH HIGHLANDS CA 95660 ROUTE 215 FED. AID NO. N O N E CONSTRUCT 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 10,000.0000 10,000.00 0.800 8,000 002 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 3,250.00 0.000 0 003 TIME-RELATED OVERHEAD WDAY 3,000.0000 2,250,000.00 13.000 39,000.00 680.000 2,040,000 004 BIOLOGICAL MONITOR LS 25,000.0000 25,000.00 0.000 0 005 TEMPORARY FENCE (TYPE CL-1.8) M 22.0000 3,740.00 0.000 0 006 TEMPORARY FENCE (TYPE ESA) M 6.4000 2,240.00 335.000 2,144 007 CONSTRUCTION SITE MANAGEMENT LS 17,500.0000 17,500.00 0.112 1,960.00 1.000 17,500 008 PREPARE STORM WATER POLLUTION LS 6,750.0000 6,750.00 0.100 675.00 1.000 6,750 PREVENTION PLAN 009 TEMPORARY EROSION CONTROL BLANKET M2 1.4500 7,438.50 0.000 0 010 TEMPORARY FIBER ROLL M 6.2500 105,000.00 14,970.000 93,562 011 TEMPORARY SILT FENCE M 4.7500 22,515.00 2,550.000 12,112 012 TEMPORARY GRAVEL BAG BERM M 7.9000 5,451.00 3,405.000 26,899 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 725.0000 29,000.00 31.000 22,475 014 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 36,000.00 38.000 45,600 015 TEMPORARY COVER M2 1.8500 13,708.50 25,927.000 47,964 016 TEMPORARY CHECK DAM M 8.2500 8,002.50 937.000 7,730 017 TEMPORARY DRAINAGE INLET PROTECTION EA 125.0000 16,250.00 210.000 26,250 018 STREET SWEEPING LS 25,000.0000 25,000.00 0.100 2,500.00 1.000 25,000 019 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,350.0000 1,350.00 0.016 21.60 1.000 1,350 020 TEMPORARY SOIL BINDER M2 0.2500 42,500.00 270,276.000 67,569 021 CONSTRUCTION AREA SIGNS LS 50,000.0000 50,000.00 0.060 3,000.00 0.940 47,000 022 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.060 9,000.00 0.950 142,500 PROGRAM CAS145 PAGE 2 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 FLASHING ARROW SIGN EA 2,500.0000 5,000.00 2.000 5,000 024 TYPE III BARRICADE EA 100.0000 5,000.00 50.000 5,000 025 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 60,000.00 739.000 36,950 026 PORTABLE DELINEATOR EA 50.0000 650.00 93.000 4,650 027 TEMPORARY TERMINAL SECTION (TYPE K EA 1,000.0000 4,000.00 0.000 0 MODIFIED) 028 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.590 5,900.00 0.950 9,500 029 TEMPORARY RAILING (TYPE K) M 25.0000 835,000.00 22,329.554 558,238 030 TEMPORARY CRASH CUSHION MODULE EA 300.0000 273,000.00 355.000 106,500 031 TEMPORARY TRAFFIC SCREEN M 6.0000 183,600.00 0.000 0 032 ABANDON CULVERT M 65.0000 14,300.00 330.340 21,472 033 OBLITERATE SURFACING M2 4.0000 12,520.00 3,124.000 12,496 034 REMOVE CHAIN LINK FENCE M 10.0000 12,600.00 1,151.850 11,518 035 REMOVE SINGLE THRIE BEAM BARRIER M 18.0000 93,600.00 5,669.800 102,056 036 REMOVE METAL BEAM GUARD RAILING M 28.0000 27,160.00 1,119.100 31,334 037 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.2500 17.50 18,849.000 23,561 038 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 14,630.00 8,059.730 8,865 STRIPE 039 REMOVE PAINTED TRAFFIC STRIPE M 1.2500 50.00 24,996.500 31,245 040 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.7200 10,800.00 16,705.000 12,027 041 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 2.5000 110.00 35.510 88 042 REMOVE PAVEMENT MARKER EA 1.2500 3,062.50 9,370.000 11,712 043 REMOVE ROADSIDE SIGN EA 150.0000 10,950.00 29.000 4,350 044 REMOVE ROADSIDE SIGN (WOOD POST) EA 150.0000 4,200.00 10.000 1,500 045 REMOVE SIGN STRUCTURE EA 5,000.0000 50,000.00 10.000 50,000 046 REMOVE DRAINAGE FACILITY EA 500.0000 13,500.00 30.000 15,000 047 REMOVE PIPE M 105.0000 58,800.00 394.620 41,435 048 REMOVE INLET EA 1,950.0000 17,550.00 5.000 9,750 049 REMOVE HEADWALL EA 2,150.0000 10,750.00 5.000 10,750 PROGRAM CAS145 PAGE 3 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE RETAINING WALL M 100.0000 31,000.00 31.000 3,100 051 REMOVE CONCRETE PAVEMENT M2 4.0000 116,400.00 29,092.660 116,370 052 REMOVE BASE AND SURFACING M3 16.0000 8,320.00 377.000 6,032 053 REMOVE ASPHALT CONCRETE V-DITCH M3 48.0000 3,312.00 69.000 3,312 054 RESET SURVEY MONUMENT EA 1,000.0000 15,000.00 0.000 0 055 RESET GATE EA 300.0000 300.00 1.000 300 056 RELOCATE ROADSIDE SIGN EA 300.0000 3,600.00 11.000 3,300.00 11.000 3,300 057 ADJUST MANHOLE TO GRADE EA 1,395.0000 15,345.00 4.000 5,580 058 ADJUST VALVE BOX FRAME AND COVER TO EA 795.0000 12,720.00 8.000 6,360 GRADE 059 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 4,160.00 30,531.410 61,062 060 REMOVE CONCRETE (STRUCTURE) M2 22.0000 29,260.00 1,323.600 29,119 061 REMOVE CONCRETE (CURB AND GUTTER) M 5.0000 8,200.00 2,782.174 13,910 062 REMOVE CONCRETE SIDEWALK M 6.0000 8,160.00 1,585.843 9,515 063 REMOVE CONCRETE (CHANNEL) M3 100.0000 3,200.00 0.340 34 064 REMOVE CONCRETE BARRIER (TYPE K) M 5.0000 8,150.00 0.000 0 065 REMOVE CONCRETE (CURB, GUTTER, AND M3 28.0000 12,600.00 80.100 2,242 SIDEWALK) 066 REMOVE CONCRETE (MISCELLANEOUS) M2 5.0000 1,700.00 339.000 1,695 067 REMOVE CONCRETE (WALKWAY) M3 48.0000 864.00 25.000 1,200 068 CAP INLET EA 1,450.0000 2,900.00 3.000 4,350 069 REMOVE BOX CULVERT M 100.0000 1,500.00 0.000 0 070 REMOVE METAL RAILING M 18.0000 9,540.00 388.053 6,984 071 REMOVE CRASH CUSHION EA 500.0000 2,500.00 5.000 2,500 072 BRIDGE REMOVAL, LOCATION A LS 100,000.0000 100,000.00 1.000 100,000 073 BRIDGE REMOVAL, LOCATION B LS 300,000.0000 300,000.00 1.000 300,000 074 BRIDGE REMOVAL, LOCATION C LS 120,000.0000 120,000.00 1.000 120,000 075 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.900 135,000 076 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 1.000 100,000 PROGRAM CAS145 PAGE 4 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 ROADWAY EXCAVATION M3 14.0000 2,660,000.00 195,376.103 2,735,265 078 ROADWAY EXCAVATION (TYPE Y-1) M3 10.0000 206,000.00 20,600.000 206,000 (AERIALLY DEPOSITED LEAD) 079 ROADWAY EXCAVATION (TYPE Y-2) M3 10.0000 121,000.00 12,100.000 121,000 (AERIALLY DEPOSITED LEAD) 080 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000 081 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 335,000.00 6,700.000 335,000 (F) 082 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 268,625.00 13,936.820 348,420 (F) 083 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 32,000.00 1,280.000 32,000 (F) (TYPE Y-1 AERIALLY DEPOSITED LEAD) 084 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 6,500.00 260.000 6,500 (F) (TYPE Y-2 AERIALLY DEPOSITED LEAD) 085 STRUCTURE BACKFILL (BRIDGE) M3 30.0000 116,700.00 3,890.000 116,700 (F) 086 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 335,600.00 23,960.320 479,206 (F) 087 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 70,440.00 1,867.471 74,698 (F) WALL) 088 SAND BACKFILL M3 50.0000 11,000.00 119.730 5,986 089 IMPORTED BORROW M3 8.0000 1,128,000.00 141,986.382 1,135,891 090 ROCK BLANKET M2 75.0000 1,132,500.00 21,473.840 1,610,538 091 EROSION CONTROL (BLANKET) M2 1.4500 19,575.00 15,037.800 21,804 092 EROSION CONTROL (TYPE D) HA 10,000.0000 150,000.00 1.580 15,800.00 17.220 172,200 093 FIBER ROLLS M 6.2500 96,250.00 21,955.900 137,224 094 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 425.0000 3,825.00 5.000 2,125 095 NPS 3 SUPPLY LINE (BRIDGE) M 200.0000 43,600.00 218.000 43,600 (F) 096 40 MM WATER METER EA 13,650.0000 81,900.00 0.000 0 097 BACKFLOW PREVENTER ASSEMBLY EA 7,262.0000 43,572.00 0.000 0 098 BACKFLOW PREVENTER ASSEMBLY ENCLOSURE EA 2,325.0000 13,950.00 0.000 0 099 50 MM PLASTIC PIPE (SCHEDULE 40) M 58.0000 1,102.00 0.000 0 (SUPPLY LINE) 100 250 MM CORRUGATED STEEL PIPE CONDUIT M 137.0000 15,070.00 41.000 5,617 (1.63 MM THICK) 101 300 MM CORRUGATED STEEL PIPE CONDUIT M 166.0000 102,920.00 218.140 36,211 (1.63 MM THICK) 102 300 MM WELDED STEEL PIPE CONDUIT M 232.0000 53,360.00 114.000 26,448 (6.35 MM THICK) 103 CLASS 2 AGGREGATE BASE M3 30.0000 627,000.00 16,701.385 501,041 PROGRAM CAS145 PAGE 5 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 LEAN CONCRETE BASE M3 117.0000 1,848,600.00 15,800.670 1,848,678 105 HOT MIX ASPHALT (TYPE A, BOND BREAKER) TONN 77.0000 574,420.00 6,649.590 512,018 106 HOT MIX ASPHALT TONN 91.0000 4,550,000.00 46,268.500 4,210,433 107 DATA CORE LS 10,000.0000 10,000.00 0.000 0 108 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 14.5000 6,235.00 425.070 6,163 109 PLACE HOT MIX ASPHALT DIKE (TYPE D) M 14.5000 24,795.00 1,690.920 24,518 110 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 14.5000 10,295.00 852.360 12,359 111 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 14.5000 13,195.00 925.530 13,420 112 PLACE HOT MIX ASPHALT M2 250.0000 10,750.00 73.280 18,320 (MISCELLANEOUS AREA) 113 TACK COAT TONN 550.0000 15,950.00 41.880 23,034 114 CONCRETE PAVEMENT M3 190.0000 5,358,000.00 29,548.768 5,614,265 115 CONCRETE PAVEMENT (RAMP TERMINI) M3 220.0000 180,400.00 812.000 178,640 116 SEAL PAVEMENT JOINT M 7.5000 401,250.00 34,122.220 255,916 117 SEAL LONGITUDINAL ISOLATION JOINT M 22.0000 11,220.00 0.000 0 118 FURNISH STEEL PILING (HP 250 X 62) M 63.0000 104,454.00 1,633.000 102,879 119 DRIVE STEEL PILE (HP 250 X 62) EA 700.0000 95,200.00 136.000 95,200 120 FURNISH STEEL PILING (HP 250 X 85) M 85.0000 160,735.00 1,915.114 162,784 121 DRIVE STEEL PILE (HP 250 X 85) EA 700.0000 112,700.00 161.000 112,700 122 FURNISH STEEL PILING (HP 310 X 110) M 109.0000 147,913.00 1,343.900 146,485 123 DRIVE STEEL PILE (HP 310 X 110) EA 800.0000 72,000.00 90.000 72,000 124 FURNISH STEEL PILING (HP 360 X 132) M 131.0000 1,379,692.00 10,511.449 1,376,999 125 DRIVE STEEL PILE (HP 360 X 132) EA 800.0000 624,800.00 784.000 627,200 126 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 130.0000 62,790.00 483.000 62,790 PILING 127 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 1,800.0000 163,800.00 91.000 163,800 PILING 128 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,000.0000 900,000.00 450.000 900,000 PILING 129 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 108,000.00 1,070.400 107,040 PILING (SOUND WALL) 130 PRESTRESSING CAST-IN-PLACE CONCRETE LS 750,000.0000 750,000.00 1.000 750,000 PROGRAM CAS145 PAGE 6 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BALLAST M3 60.0000 7,320.00 122.000 7,320 (F) 132 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 623,700.00 1,782.000 623,700 (F) 133 STRUCTURAL CONCRETE, BRIDGE M3 505.0000 8,902,140.00 17,628.000 8,902,140 (F) 134 STRUCTURAL CONCRETE, RETAINING WALL M3 505.0000 2,920,920.00 6,755.786 3,411,671 (F) 135 STRUCTURAL CONCRETE, APPROACH SLAB M3 400.0000 230,800.00 577.000 230,800 (F) (TYPE N) 136 CLASS 1 CONCRETE (BOX CULVERT) M3 500.0000 48,000.00 57.000 28,500 (F) 137 CLASS 1 CONCRETE (HEADWALLS) M3 500.0000 3,500.00 9.920 4,960 (F) 138 MINOR CONCRETE (MINOR STRUCTURE) M3 410.0000 137,350.00 421.790 172,933 (F) 139 MINOR CONCRETE (SOUND WALL) M3 700.0000 7,000.00 10.000 7,000 (F) 140 FRACTURED RIB TEXTURE M2 12.0000 66,168.00 6,420.098 77,041 (F) 141 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 150.0000 177,000.00 1,013.600 152,040 142 SOUND WALL (MASONRY BLOCK) M2 150.0000 181,050.00 1,203.300 180,495 143 PTFE BEARING EA 2,000.0000 10,000.00 5.000 10,000 144 PTFE SPHERICAL BEARING EA 4,500.0000 45,000.00 10.000 45,000 145 JOINT SEAL ASSEMBLY (MR 60 MM) M 270.0000 3,510.00 13.000 3,510 146 JOINT SEAL ASSEMBLY (MR 70 MM) M 270.0000 3,510.00 13.000 3,510 147 JOINT SEAL ASSEMBLY (MR 80 MM) M 270.0000 17,550.00 65.000 17,550 148 JOINT SEAL ASSEMBLY (MR 90 MM) M 270.0000 3,240.00 12.000 3,240 149 JOINT SEAL ASSEMBLY (MR 100 MM) M 270.0000 3,240.00 12.000 3,240 150 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,200.0000 123,200.00 56.000 123,200 151 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 3,600.0000 244,800.00 68.000 244,800 152 JOINT SEAL (MR 40 MM) M 200.0000 5,000.00 25.000 5,000 153 BAR REINFORCING STEEL KG 2.2500 504.00 2,582.800 5,811 (F) 154 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 5,383,080.00 4,485,900.000 5,383,080 (F) 155 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 681,870.00 532,197.000 638,636 (F) 156 BAR REINFORCING STEEL (BOX CULVERT) KG 1.5000 8,925.00 5,950.000 8,925 (F) 157 HEADED BAR REINFORCEMENT EA 37.0000 4,218.00 114.000 4,218 (F) PROGRAM CAS145 PAGE 7 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 21.0000 38,724.00 1,844.000 38,724 (F) WITH WALKWAY) 159 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.2500 5,993.00 1,844.000 5,993 (F) WITH WALKWAY) 160 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 777,470.00 77,747.000 777,470 (F) 161 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.7500 58,310.25 77,747.000 58,310 (F) 162 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 14.0000 138,894.00 9,921.000 138,894 (F) 163 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.5000 14,881.50 9,921.000 14,881 (F) 164 FURNISH LAMINATED PANEL SIGN M2 162.0000 40,500.00 248.200 40,208 (25.4 MM-TYPE A) 165 FURNISH LAMINATED PANEL SIGN M2 155.0000 1,240.00 8.000 1,240 (25.4 MM-TYPE B) 166 FURNISH SINGLE SHEET ALUMINUM SIGN M2 80.0000 4,240.00 0.000 0 (1.6 MM-UNFRAMED) 167 FURNISH SINGLE SHEET ALUMINUM SIGN M2 85.0000 3,400.00 0.000 0 (2.0 MM-UNFRAMED) 168 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,000.00 0.000 0 (1.6 MM-FRAMED) 169 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 693.00 0.000 0 (2.0 MM-FRAMED) 170 760 MM CAST-IN-DRILLED-HOLE M 2,250.0000 7,650.00 3.400 7,650 CONCRETE PILE (SIGN FOUNDATION) 171 920 MM CAST-IN-DRILLED-HOLE M 2,800.0000 56,000.00 20.000 56,000 CONCRETE PILE (SIGN FOUNDATION) 172 1524 MM CAST-IN-DRILLED-HOLE M 2,950.0000 324,500.00 91.000 268,450 CONCRETE PILE (SIGN FOUNDATION) 173 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 174 ROADSIDE SIGN - ONE POST EA 150.0000 14,700.00 95.000 14,250 175 ROADSIDE SIGN - TWO POST EA 300.0000 3,000.00 6.000 1,800 176 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 170.0000 1,530.00 0.000 0 METHOD) 177 PREPARE AND PAINT CONCRETE BARRIER M2 8.0000 20,560.00 0.000 0 SURFACES 178 450 MM ALTERNATIVE PIPE CULVERT M 85.0000 192,100.00 2,223.820 189,024 179 600 MM ALTERNATIVE PIPE CULVERT M 88.0000 108,240.00 1,296.230 114,068 180 750 MM ALTERNATIVE PIPE CULVERT M 165.0000 31,350.00 177.000 29,205 181 900 MM ALTERNATIVE PIPE CULVERT M 172.0000 68,800.00 480.250 82,603 182 1350 MM ALTERNATIVE PIPE CULVERT M 235.0000 10,810.00 46.200 10,857 183 450 MM REINFORCED CONCRETE PIPE M 106.0000 15,900.00 155.750 16,509 184 600 MM REINFORCED CONCRETE PIPE M 126.0000 7,938.00 173.600 21,873 PROGRAM CAS145 PAGE 8 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 750 MM REINFORCED CONCRETE PIPE M 135.0000 27,000.00 256.290 34,599 186 900 MM REINFORCED CONCRETE PIPE M 142.0000 3,834.00 17.200 2,442 187 1200 MM REINFORCED CONCRETE PIPE M 235.0000 7,520.00 26.830 6,305 188 1350 MM REINFORCED CONCRETE PIPE M 352.0000 19,712.00 53.640 18,881 189 1500 MM REINFORCED CONCRETE PIPE M 369.0000 44,280.00 109.000 40,221 190 900 MM CORRUGATED STEEL PIPE M 625.0000 7,500.00 11.400 7,125 (2.01 MM THICK) 191 150 MM PLASTIC PIPE M 39.0000 7,020.00 45.500 1,774 192 DRAINAGE INLET MARKER EA 100.0000 1,300.00 0.000 0 193 900 MM CORRUGATED STEEL PIPE INLET M 465.0000 5,115.00 8.260 3,840 (2.77 MM THICK) 194 GRATED LINE DRAIN M 128.0000 7,808.00 60.950 7,801 195 1200 MM CORRUGATED STEEL PIPE RISER M 675.0000 1,215.00 1.760 1,188 (2.01 MM THICK) 196 NPS 12 WELDED STEEL PIPE CASING (BRIDGE) M 176.0000 8,448.00 48.000 8,448 197 NPS 14 WELDED STEEL PIPE CASING (BRIDGE) M 284.0000 13,632.00 48.000 13,632 198 NPS 18 WELDED STEEL PIPE CASING (BRIDGE) M 418.0000 20,900.00 50.000 20,900 199 450 MM ALTERNATIVE FLARED END SECTION EA 575.0000 4,025.00 0.000 0 200 600 MM ALTERNATIVE FLARED END SECTION EA 695.0000 3,475.00 7.000 4,865 201 750 MM ALTERNATIVE FLARED END SECTION EA 786.0000 786.00 0.000 0 202 900 MM ALTERNATIVE FLARED END SECTION EA 825.0000 2,475.00 3.000 2,475 203 1050 MM ALTERNATIVE FLARED END SECTION EA 1,050.0000 1,050.00 0.000 0 204 1350 MM ALTERNATIVE FLARED END SECTION EA 1,325.0000 1,325.00 1.000 1,325 205 900 MM PRECAST CONCRETE PIPE INLET M 652.0000 5,868.00 4.250 2,771 206 900 MM PRECAST CONCRETE PIPE MANHOLE M 1,255.0000 2,008.00 1.550 1,945 207 ROCK SLOPE PROTECTION M3 115.0000 5,865.00 0.000 0 (FACING, METHOD B) 208 ROCK SLOPE PROTECTION M3 125.0000 1,250.00 9.600 1,200 (BACKING NO. 2, METHOD B) 209 ROCK SLOPE PROTECTION M3 129.0000 2,322.00 4.200 541 (BACKING NO. 3, METHOD B) 210 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 132.0000 13,068.00 105.000 13,860 211 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 9 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 SLOPE PAVING (CONCRETE)(ROCK BLANKET) M3 500.0000 127,000.00 254.000 127,000 (F) 213 SLOPE PAVING (CONCRETE PAVERS) M3 500.0000 94,500.00 189.000 94,500 (F) 214 MINOR CONCRETE (DITCH LINING) M3 200.0000 17,200.00 103.310 20,662 215 MINOR CONCRETE (CHANNEL LINING) M3 190.0000 26,600.00 15.610 2,965 216 ROCK SLOPE PROTECTION FABRIC M2 5.7500 2,702.50 322.400 1,853 217 MINOR CONCRETE (MISCELLANEOUS M3 275.0000 233,750.00 1,151.330 316,615 CONSTRUCTION) 218 MINOR CONCRETE (CURB AND GUTTER) M3 243.0000 51,030.00 225.960 54,908 219 MINOR CONCRETE (GUTTER DEPRESSION) M3 500.0000 1,750.00 1.760 880 220 MINOR CONCRETE (DRIVEWAY) M3 190.0000 22,800.00 81.970 15,574 221 MINOR CONCRETE (GUTTER) M3 388.0000 3,492.00 0.000 0 222 MINOR CONCRETE (STAMPED CONCRETE) M3 758.0000 65,946.00 0.000 0 223 MINOR CONCRETE (SIDEWALK) M3 277.0000 74,790.00 1.930 534.61 243.530 67,457 224 MINOR CONCRETE (CURB RAMP) M3 825.0000 17,325.00 37.840 31,218 225 MISCELLANEOUS METAL (WATER QUALITY KG 36.0000 6,480.00 180.000 6,480 (F) OUTLET RISER) 226 MISCELLANEOUS IRON AND STEEL KG 2.2500 52,425.00 28,809.000 64,820 (F) 227 ISOLATION CASING KG 7.0000 152,635.00 21,805.000 152,635 (F) 228 MISCELLANEOUS METAL KG 5.0000 28,750.00 5,750.000 28,750 (F) (RESTRAINER - CABLE TYPE) 229 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 9,200.00 1,840.000 9,200 (F) 230 BRIDGE DECK DRAINAGE SYSTEM KG 5.0000 29,360.00 5,872.000 29,360 (F) 231 WROUGHT IRON FENCE M 258.0000 25,800.00 170.870 44,084 232 CHAIN LINK FENCE (TYPE CL-1.8) M 40.0000 80,800.00 2,108.020 84,320 233 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 4,000.00 4.000 4,000 234 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,400.0000 1,400.00 1.000 1,400 235 SURVEY MONUMENT EA 1,000.0000 10,000.00 0.000 0 236 DELINEATOR (CLASS 1) EA 50.0000 8,000.00 0.000 0 237 METAL BEAM GUARD RAILING (WOOD POST) M 64.0000 158,720.00 2,369.170 151,626 238 CHAIN LINK RAILING (TYPE 3 MODIFIED) M 204.0000 58,752.00 288.000 58,752 (F) PROGRAM CAS145 PAGE 10 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 CHAIN LINK RAILING (TYPE 7) M 128.0000 64,384.00 539.300 69,030 (F) 240 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 268.0000 136,948.00 511.000 136,948 (F) 241 PORTABLE CONCRETE BARRIER (TYPE 60K) M 105.0000 42,000.00 0.000 0 242 PIPE HANDRAILING M 55.0000 33,550.00 534.100 29,375 243 TUBULAR HANDRAILING M 117.0000 24,336.00 81.000 9,477 (F) 244 CONCRETE BARRIER (TYPE 26) M 130.0000 32,500.00 123.000 15,990 245 CONCRETE BARRIER (TYPE 26A) M 150.0000 4,200.00 39.600 5,940 246 CONCRETE BARRIER (TYPE 26 MODIFIED) M 155.0000 145,235.00 937.000 145,235 (F) 247 CONCRETE BARRIER (TYPE 26A MODIFIED) M 160.0000 21,760.00 136.000 21,760 (F) 248 CONCRETE BARRIER (TYPE 60R) M 900.0000 130,500.00 145.000 130,500 (F) 249 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 96.0000 34,560.00 266.760 25,608 250 CABLE RAILING M 78.0000 10,140.00 160.500 12,519 251 TRANSITION RAILING (TYPE WB) EA 3,000.0000 60,000.00 25.000 75,000 252 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 6,400.00 2.000 6,400 253 TERMINAL SYSTEM (TYPE CAT) EA 5,000.0000 5,000.00 3.000 15,000 254 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 600.0000 600.00 3.000 1,800 255 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 13,800.00 21.000 12,600 256 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,500.0000 17,500.00 5.000 12,500 257 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 53,200.00 25.000 47,500 258 CRASH CUSHION (TYPE CAT) EA 5,000.0000 5,000.00 1.000 5,000 259 CRASH CUSHION (TYPE CAT) BACKUP EA 600.0000 600.00 1.000 600 260 CONCRETE BARRIER (TYPE 60) M 129.0000 361,200.00 2,500.797 322,602 261 CONCRETE BARRIER (TYPE 60C) M 177.0000 348,690.00 1,893.050 335,069 262 CONCRETE BARRIER (TYPE 60D) M 252.0000 50,400.00 198.996 50,146 263 CONCRETE BARRIER (TYPE 60E) M 518.0000 46,620.00 343.640 178,005 264 CONCRETE BARRIER (TYPE 732 MODIFIED) M 100.0000 98,400.00 984.000 98,400 (F) 265 CONCRETE BARRIER (TYPE 732A) M 100.0000 600.00 6.000 600 (F) PROGRAM CAS145 PAGE 11 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 CONCRETE BARRIER (TYPE 732B) M 160.0000 25,600.00 156.500 25,040 267 CONCRETE BARRIER (TYPE 732B MODIFIED) M 160.0000 6,720.00 42.000 6,720 268 CONCRETE BARRIER (TYPE 736A) M 100.0000 105,000.00 723.640 72,364 269 CONCRETE BARRIER (TYPE 736 MODIFIED) M 100.0000 17,400.00 174.000 17,400 (F) 270 CONCRETE BARRIER (TYPE 736A MODIFIED) M 100.0000 4,700.00 47.000 4,700 (F) 271 CONCRETE BARRIER (TYPE 736S) M 160.0000 27,040.00 159.920 25,587 272 CONCRETE BARRIER (TYPE 736B) M 160.0000 40,000.00 325.448 52,071 273 CONCRETE BARRIER (TYPE 736SV) M 300.0000 81,000.00 268.700 80,610 274 CONCRETE BARRIER (TYPE 742A) M 100.0000 9,500.00 441.400 44,140 275 CONCRETE BARRIER (TYPE 742B) M 160.0000 25,600.00 190.400 30,464 276 CONCRETE BARRIER (TYPE 742 MODIFIED) M 100.0000 67,300.00 673.000 67,300 (F) 277 CONCRETE BARRIER (TYPE 60E MODIFIED) M 421.0000 17,682.00 41.150 17,324 278 THERMOPLASTIC PAVEMENT MARKING M2 10.0000 8,000.00 663.430 6,634 279 THERMOPLASTIC TRAFFIC STRIPE M 0.8800 59,928.00 77,283.000 68,009 (SPRAYABLE) 280 PAINT TRAFFIC STRIPE (2-COAT) M 0.6500 49,595.00 80,958.000 52,622 281 PAINT PAVEMENT MARKING (2-COAT) M2 8.0000 1,760.00 207.460 1,659 282 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 20,250.00 9,740.000 14,610 283 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 30,250.00 10,694.000 26,735 284 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,000.0000 15,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION 285 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000 286 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.954 47,700 287 SIGNAL AND LIGHTING (LOCATION 3) LS 60,000.0000 60,000.00 0.951 57,060 288 SIGNAL AND LIGHTING (CITY) LS 70,000.0000 70,000.00 1.000 70,000 289 LIGHTING AND SIGN ILLUMINATION LS 800,000.0000 800,000.00 0.961 768,800 290 INTERCONNECTION CONDUIT AND CABLE LS 10,000.0000 10,000.00 1.000 10,000 291 FIBER OPTIC CONDUIT 53C M 16.0000 18,400.00 1,390.000 22,240 292 FIBER OPTIC CONDUIT 41C M 15.0000 6,000.00 661.500 9,922 PROGRAM CAS145 PAGE 12 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 293 FIBER OPTIC CONDUIT 103C M 19.0000 83,600.00 4,213.260 80,051 294 COMMUNICATION CONDUIT (BRIDGE) M 24.0000 5,232.00 218.000 5,232 (F) 295 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.935 4,675 296 TRAFFIC MONITORING STATION (LOCATION 1) LS 10,000.0000 10,000.00 0.000 0 297 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 0.000 0 298 TRAFFIC MONITORING STATION (LOCATION 3) LS 20,000.0000 20,000.00 0.000 0 299 CLOSED CIRCUIT TELEVISION SYSTEM LS 100,000.0000 100,000.00 0.039 3,900 (LOCATION 2) 300 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.874 17,480 (LOCATION 3) 301 CLOSED CIRCUIT TELEVISION SYSTEM LS 20,000.0000 20,000.00 0.825 16,500 (LOCATION 4) 302 CLOSED CIRCUIT TELEVISION SYSTEM LS 18,000.0000 18,000.00 1.000 18,000 (LOCATION 5) 303 CLOSED CIRCUIT TELEVISION SYSTEM LS 18,000.0000 18,000.00 0.829 14,922 (LOCATION 1) 304 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000 (LOCATION 6) 305 RAMP METERING SYSTEM (LOCATION 1) LS 50,000.0000 50,000.00 0.954 47,700 306 RAMP METERING SYSTEM (LOCATION 2) LS 75,000.0000 75,000.00 0.903 67,725 307 RAMP METERING SYSTEM (LOCATION 3) LS 70,000.0000 70,000.00 0.907 63,490 308 RAMP METERING SYSTEM (LOCATION 4) LS 60,000.0000 60,000.00 0.900 54,000 309 REMOVE EXISTING SIGNAL SYSTEM LS 10,000.0000 10,000.00 0.900 9,000 310 MODIFY COMMUNICATION SYSTEM LS 9,000.0000 9,000.00 0.081 729 311 12 SINGLEMODE FIBER OPTIC CABLE M 11.0000 9,570.00 870.000 9,570 312 48 SINGLEMODE FIBER OPTIC CABLE M 8.0000 36,640.00 3,955.000 31,640 313 144 SINGLE MODE FIBER OPTIC CABLE M 16.0000 73,280.00 3,955.000 63,280 314 FIBER OPTIC SPLICE CLOSURE EA 1,700.0000 17,000.00 0.000 0 315 MODIFY EXISTING COMMUNICATION HUB LS 60,000.0000 60,000.00 0.000 0 ASSEMBLY 316 MODIFY TRANSPORTATION MANAGEMENT CENTER LS 15,000.0000 15,000.00 0.000 0 317 SPLICE VAULT EA 4,000.0000 40,000.00 10.000 40,000 318 SYSTEM TESTING AND DOCUMENTATION LS 15,000.0000 15,000.00 0.270 4,050 319 TRAINING LS 10,000.0000 10,000.00 0.000 0 PROGRAM CAS145 PAGE 13 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 320 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 321 FORMED RELIEF TEXTURE M2 150.0000 87,750.00 585.000 87,750 (MOUNTAIN RIDGE RELIEF) 322 FRACTURED RIB ARROWHEAD CLUSTER M2 200.0000 43,000.00 215.000 43,000 TEXTURE 323 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 324 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 700.0000 1,400.00 1.000 700 PROGRAM CAS145 PAGE 14 DATE 12/27/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4440U4 TIME 09:24 AM ESTIMATE NO. 36 BID OPENING 09/24/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/19/12 R.E. NAME: YOGARAJAH, MANNY DATE OF THIS ESTIMATE 12/27/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 81,691.21 58,236,766.02 ADJUSTMENT OF COMPENSATION 0.00 811,038.74 EXTRA WORK 253,553.32 2,045,979.50 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 335,244.53 61,093,784.26 325 MOBILIZATION LS 6,687,827.0000 6,687,827.00 1.000 6,687,827 ORIGINAL CONTRACT AMOUNT 65,528,133.75 TOTAL WORK COMPLETED 335,244.53 67,781,611.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -147,209.13 TOTAL 335,244.53 67,634,402.13 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 325 MOBILIZATION 6,552,813.37 6,687,827.00 135,013.63 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/17/09 750 01/11/10 01/11/10 03/29/13 680 54 0 0 95% 91% PROGRESS IS SATISFACTORY YOGARAJAH, MANNY RESIDENT ENGINEER PROGRAM CAS145 DATE 12/27/12