PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 11/29/12 EST. NO.08 TIME 10:42 AM R.E. NAME: ALIPANAH, FRED 08-472224 --------------------------------------------------------------------------- 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 0003 2,169.22 E.W. @ F.A.(+) 100812 N 0015.0 0004 3,161.24 051812 N 0016.0 0005 3,088.81 100912 N 0017.0 0006 1,356.47 100412 N 0018.0 0007 858.95 101712 N 0019.0 0009 1,103.99 102312 N 0021.0 0010 362.69 100912 N 0023.0 0011 363.39 100912 N 0024.0 0012 796.45 101012 N 0026.0 0013 740.74 110212 N 0027.0 006 0006 5,462.13 E.W. @ F.A.(+) 100412 N 802032 010 0033 2,862.62 E.W. @ F.A.(+) 092112 N 800501 0034 2,862.62 091812 N 800502 0035 1,337.06 091912 N 800503 0036 2,862.62 092012 N 800504 0037 2,862.62 092412 N 800505 0038 1,337.06 092512 N 800506 0039 1,337.06 092712 N 800508 0041 1,337.06 092612 N 800507 012 0013 2,939.64 E.W. @ F.A.(+) 090712 N 2975 0 0014 2,611.74 091012 N 2999 0 0015 1,782.66 091812 N 2998 0 0016 719.55 091912 N 2992 0 0017 1,396.91 092512 N 2995 0 0018 2,268.51 092712 N 2996 0 0019 3,043.56 092812 N 2997 0 0020 1,743.14 100112 N 3001 0 0021 124.99 100312 N 3002 0 0022 3,233.80 100412 N 2979 0 0023 251.55 100812 N 3000 0 0024 361.67 100912 N 2966 0 0025 964.47 101612 N 3658 0 0026 1,731.91 101912 N 3780 0 0027 1,494.76 101812 N 3659 0 0028 569.03 102312 N 3816 0 61,500.69 TOTAL THIS ESTIMATE 158,256.60 TOTAL PREVIOUS ESTIMATE 219,757.29 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 11/29/12 EST. NO.08 TIME 10:42 AM R.E. NAME: ALIPANAH, FRED 08-472224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC THICKNESS CORE -10,424.65 06 PCC THICKNESS -10,424.65 08 -10,424.65 -20,849.30 TOTAL DEDUCTIONS -10,424.65 -20,849.30 PROGRAM CAS145 PAGE 1 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 LOCATION PROGRESS ESTIMATE 08-SBD-15-3.8/12.8 ----------------- GRIFFITH/COFFMAN JOINT VENTURE IN SAN BERNARDINO COUNTY IN 9685 VIA EXCELENCIA SUITE 200 RANCHO CUCAMONGA, FONTANA AND SAN DIEGO CA 92126 RIALTO FROM 7TH STREET UNDERCROSSING TO SIERRA AVENUE UNDERCROSING FED. AID NO. ACIM-155(155)E ,110- (155)E PAVEMENT REHABILITATION, SLAB ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 5,000 002 TIME-RELATED OVERHEAD LS 1,350,000.0000 1,350,000.00 0.092 124,200.00 0.538 726,300 003 TEMPORARY LIGHT BARRIER LF 13.0000 56,420.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.092 4,600.00 0.538 26,900 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.040 140.00 0.740 2,590 PREVENTION PLAN 006 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 24,000.00 8.000 24,000 007 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 20,000.00 6.000 1,200.00 81.000 16,200 008 STREET SWEEPING LS 275,000.0000 275,000.00 0.079 21,725.00 0.602 165,550 009 TEMPORARY CONCRETE WASHOUT BIN EA 750.0000 56,250.00 2.000 1,500.00 19.000 14,250 010 TEMPORARY SOIL BINDER SQYD 0.2000 4,000.00 0.000 0 011 RAIN EVENT ACTION PLAN EA 500.0000 42,000.00 2.000 1,000 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 1.000 2,000 013 STORM WATER SAMPLING AND ANALYSIS DAY EA 1,000.0000 33,000.00 1.000 1,000 014 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.046 4,140.00 0.522 46,980 015 TRAFFIC CONTROL SYSTEM LS 510,000.0000 510,000.00 0.073 37,230.00 0.653 333,030 016 TYPE III BARRICADE EA 55.0000 5,170.00 0.000 0 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,020.00 252.000 504 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 304,000.00 226,980.000 113,490 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 56,750.00 168.000 4,200.00 280.000 7,000 020 TEMPORARY PAVEMENT MARKER EA 3.0000 232,800.00 37,284.000 111,852 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 20,000.00 0.500 1,250.00 5.500 13,750 022 TEMPORARY RAILING (TYPE K) LF 16.0000 3,888,000.00 16,020.000 256,320.00 115,375.000 1,846,000 PROGRAM CAS145 PAGE 2 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY CRASH CUSHION MODULE EA 165.0000 146,850.00 140.000 23,100.00 154.000 25,410 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 29,190.00 97,270.000 29,181 STRIPE (HAZARDOUS WASTE) 025 ABANDON CULVERT LF 80.0000 127,200.00 1,580.800 126,464 026 ABANDON INLET EA 2,000.0000 22,000.00 11.000 22,000 027 REMOVE 1" ELECTRIC REMOTE CONTROL VALVE EA 55.0000 330.00 6.000 330 AND VALVE BOX 028 REMOVE 1 1/2" ELECTRIC REMOTE CONTROL EA 55.0000 8,250.00 150.000 8,250 VALVE AND VALVE BOX 029 REMOVE 2" ELECTRIC REMOTE CONTROL VALVE EA 55.0000 55.00 0.000 0 AND VALVE BOX 030 REMOVE SPRINKLER (TYPE C-2) EA 6.0000 54,720.00 7,305.000 43,830 031 REMOVE SPRINKLER (TYPE C-3) EA 6.0000 39,360.00 6,652.000 39,912 032 REMOVE 2" GATE VALVE EA 55.0000 2,035.00 37.000 2,035 033 REMOVE 2" PRESSURE REDUCING VALVE AND EA 55.0000 2,035.00 37.000 2,035 VALVE BOX 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 58,500.00 149,538.000 44,861 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 765.00 252.000 378 036 REMOVE PAVEMENT MARKER EA 0.5000 17,700.00 36,135.000 18,067 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 9,170.00 0.000 0 038 REMOVE CULVERT LF 35.0000 8,050.00 9.300 325.50 166.300 5,820 039 REMOVE INLET EA 500.0000 11,500.00 2.000 1,000.00 20.000 10,000 040 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500 041 SALVAGE METAL BRIDGE RAILING LF 10.0000 35,650.00 765.000 7,650.00 2,657.000 26,570 042 SALVAGE METAL BEAM GUARD RAILING LF 5.0000 68,000.00 625.000 3,125.00 5,277.500 26,387 043 RELOCATE CONCRETE BARRIER (TYPE 60K) LF 3.0000 53,100.00 0.000 0 044 ADJUST INLET EA 1,500.0000 18,000.00 0.000 0 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 134,400.00 26,796.890 53,593 046 REMOVE CONCRETE BARRIER (TYPE 50) LF 5.0000 206,500.00 0.000 0 047 SALVAGE CONCRETE BARRIER (TYPE 50) LF 5.0000 5,000.00 0.000 0 048 CLEAN BRIDGE DECK SQFT 0.1300 15,221.44 0.000 0 049 CAP INLET EA 2,000.0000 44,000.00 23.000 46,000 PROGRAM CAS145 PAGE 3 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 BRIDGE REMOVAL (PORTION), LOCATION A LS 25,000.0000 25,000.00 0.520 13,000 051 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 0.520 23,400 052 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 0.520 15,600 053 BRIDGE REMOVAL (PORTION), LOCATION D LS 30,000.0000 30,000.00 0.660 19,800 054 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.100 5,000.00 0.700 35,000 055 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.134 13,400.00 0.653 65,300 056 ROADWAY EXCAVATION CY 5.0000 2,005,000.00 16,163.890 80,819.45 123,757.027 618,785 057 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 058 SAND BACKFILL CY 90.0000 16,200.00 175.000 15,750 059 IMPORTED MATERIAL (SHOULDER BACKING) TON 2.0000 256,000.00 0.000 0 060 ROADSIDE CLEARING ACRE 700.0000 147,000.00 208.000 145,600 061 ROCK BLANKET SQYD 55.0000 369,600.00 0.000 0 062 IRON SULFATE LB 0.4000 784.00 0.000 0 063 SOIL AMENDMENT CY 75.0000 24,000.00 0.000 0 064 MULCH CY 32.0000 6,400.00 0.000 0 065 COMMERCIAL FERTILIZER LB 1.0000 1,960.00 0.000 0 066 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,500.0000 45,000.00 1.810 4,525 067 PLANT (GROUP B) EA 16.0000 94,720.00 0.000 0 068 PLANT (GROUP U) EA 110.0000 106,700.00 0.000 0 069 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.000 0 070 1" ELECTRIC REMOTE CONTROL VALVE EA 250.0000 1,500.00 6.000 1,500 071 1 1/2" ELECTRIC REMOTE CONTROL VALVE EA 260.0000 39,000.00 10.000 2,600 072 2" ELECTRIC REMOTE CONTROL VALVE EA 285.0000 285.00 0.000 0 073 48 STATION IRRIGATION CONTROLLER EA 6,500.0000 39,000.00 0.000 0 (WALL MOUNTED) 074 SPRINKLER (TYPE C-2) EA 19.0000 173,280.00 1,550.000 29,450.00 8,855.000 168,245 075 SPRINKLER (TYPE C-3) EA 23.0000 150,880.00 6,652.000 152,996 076 2" BALL VALVE EA 140.0000 5,180.00 37.000 5,180 PROGRAM CAS145 PAGE 4 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 2 AGGREGATE BASE CY 140.0000 330,400.00 760.110 106,415.40 2,538.990 355,458 078 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 161,500.00 694.816 347,408 079 LEAN CONCRETE BASE CY 66.5000 5,499,550.00 50,351.549 3,348,378 080 LEAN CONCRETE BASE RAPID SETTING CY 160.0000 2,992,000.00 0.000 0 081 HOT MIX ASPHALT (TYPE C) TON 90.0000 643,500.00 0.000 0 082 HOT MIX ASPHALT (TYPE A) TON 92.0000 674,360.00 1,116.390 102,707.88 7,030.580 646,813 083 HOT MIX ASPHALT TYPE A-BOND BREAKER TON 84.0000 2,856,000.00 19,910.860 1,672,512 084 SHOULDER RUMBLE STRIP STA 45.0000 11,250.00 0.000 0 (HMA,GROUND-IN INDENTATIONS) 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6000 504.00 0.000 0 086 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.6000 22,032.00 0.000 0 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6000 18,540.00 0.000 0 088 PLACE HOT MIX ASPHALT SQYD 40.0000 2,600.00 13.500 540 (MISCELLANEOUS AREA) 089 LIQUID ASPHALT (PRIME COAT) TON 560.0000 43,680.00 0.000 0 090 TACK COAT TON 570.0000 125,400.00 71.910 40,988 091 JOINTED PLAIN CONCRETE PAVEMENT CY 111.0000 21,978,000.00 3,749.886 416,237.35 104,382.387 11,586,444 092 SHOULDER RUMBLE STRIP STA 55.0000 28,600.00 0.000 0 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 093 REPLACE CONCRETE PAVEMENT CY 1,000.0000 1,050,000.00 1,001.949 1,001,949 (RAPID STRENGTH CONCRETE) 094 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 7,105,000.00 0.000 0 (RAPID STRENGTH CONCRETE) 095 SEAL PAVEMENT JOINT LF 2.0000 1,356,000.00 84,696.000 169,392.00 204,550.000 409,100 096 SEAL ISOLATION JOINT LF 2.0000 414,000.00 35,394.000 70,788.00 49,827.000 99,654 097 DOWEL BAR (DRILL AND BOND) EA 15.0000 67,200.00 2,060.000 30,900 098 REPAIR SPALLED JOINTS SQYD 600.0000 40,800.00 12.700 7,620 099 GRIND EXISTING CONCRETE SQYD 4.0000 1,036,000.00 261,926.500 1,047,706 PAVEMENT 100 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 64,800.00 18.065 32,517 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,160.0000 3,714,320.00 1,563.020 1,813,103 (TYPE R) 102 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 600,840.00 13.620 24,516.00 224.520 404,136 (F) PROGRAM CAS145 PAGE 5 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 103 PAVING NOTCH EXTENSION CF 210.0000 439,110.00 198.850 41,758.50 1,042.090 218,838 104 CLEAN EXPANSION JOINT LF 15.0000 24,240.00 0.000 0 105 JOINT SEAL (MR 1/2") LF 22.0000 27,852.00 0.000 0 106 JOINT SEAL (MR 1") LF 30.0000 13,020.00 0.000 0 107 JOINT SEAL (MR 1 1/2") LF 55.0000 67,650.00 0.000 0 108 JOINT SEAL (MR 2") LF 70.0000 122,640.00 0.000 0 109 TREAT BRIDGE DECK SQFT 0.4000 46,835.20 0.000 0 (F) 110 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 60.0000 78,060.00 0.000 0 111 PUBLIC SAFETY PLAN LS 550.0000 550.00 0.000 0 112 12" ALTERNATIVE PIPE CULVERT LF 85.0000 5,525.00 61.300 5,210 113 18" ALTERNATIVE PIPE CULVERT LF 90.0000 266,400.00 2,446.300 220,167 114 24" ALTERNATIVE PIPE CULVERT LF 110.0000 386,100.00 495.600 54,516.00 2,674.000 294,140 115 12" REINFORCED CONCRETE PIPE LF 330.0000 7,590.00 0.000 0 116 18" REINFORCED CONCRETE PIPE LF 155.0000 328,600.00 2,014.400 312,232 117 24" REINFORCED CONCRETE PIPE LF 300.0000 210,000.00 687.300 206,190 118 12" CORRUGATED STEEL PIPE (.064" THICK) LF 130.0000 5,720.00 0.000 0 119 15" CORRUGATED STEEL PIPE (.064" THICK) LF 125.0000 76,250.00 278.400 34,800 120 18" CORRUGATED STEEL PIPE (.064" THICK) LF 120.0000 26,400.00 0.000 0 121 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 52,250.00 0.000 0 (.079" THICK) 122 15" ENTRANCE TAPER EA 1,050.0000 3,150.00 0.000 0 123 36" CORRUGATED STEEL PIPE INLET LF 430.0000 23,220.00 4.500 1,935.00 12.500 5,375 (.079" THICK) 124 12" CORRUGATED STEEL PIPE RISER LF 130.0000 1,170.00 0.000 0 (.064" THICK) 125 GRATED LINE DRAIN LF 150.0000 22,500.00 26.000 3,900 126 15" ALTERNATIVE FLARED END SECTION EA 750.0000 7,500.00 4.000 3,000 127 18" ALTERNATIVE FLARED END SECTION EA 900.0000 5,400.00 1.000 900 128 24" ALTERNATIVE FLARED END SECTION EA 1,000.0000 1,000.00 1.000 1,000 129 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 100.0000 12,000.00 116.200 11,620.00 116.200 11,620 PROGRAM CAS145 PAGE 6 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 130 ROCK SLOPE PROTECTION CY 100.0000 6,400.00 12.000 1,200.00 12.000 1,200 (FACING, METHOD B) 131 CONCRETED-ROCK SLOPE PROTECTION CY 100.0000 20,000.00 199.800 19,980.00 199.800 19,980 (1T, METHOD A) 132 MINOR CONCRETE (SLOPE PROTECTION) CY 150.0000 7,200.00 40.000 6,000.00 87.100 13,065 133 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 1,880.00 285.700 1,142.80 285.700 1,142 134 MINOR CONCRETE (MISCELLANEOUS CY 1,650.0000 13,200.00 0.000 0 CONSTRUCTION) 135 MINOR CONCRETE (DIKE TYPE C, D, F) CY 300.0000 141,000.00 0.000 0 136 MISCELLANEOUS IRON AND STEEL LB 1.0500 68,132.40 7,064.000 7,417.20 25,214.000 26,474 (F) 137 SURVEY MONUMENT (TYPE D) EA 350.0000 8,050.00 0.000 0 138 GUARD RAILING DELINEATOR EA 15.0000 10,500.00 0.000 0 139 OBJECT MARKER EA 80.0000 2,480.00 0.000 0 140 CONCRETE BARRIER MARKER EA 7.0000 3,430.00 0.000 0 141 METAL BEAM GUARD RAILING LF 19.0000 267,900.00 0.000 0 142 SINGLE THRIE BEAM BARRIER LF 25.0000 126,000.00 1,573.000 39,325.00 1,849.000 46,225 143 DOUBLE THRIE BEAM BARRIER LF 36.0000 932,400.00 8,677.000 312,372.00 12,752.100 459,075 144 CABLE RAILING LF 30.0000 36,690.00 163.000 4,890 (F) 145 TRANSITION RAILING (TYPE WB) EA 3,600.0000 86,400.00 0.000 0 146 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 2,875.00 0.000 0 147 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 7,650.00 0.000 0 148 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 29,750.00 0.000 0 149 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 70.0000 1,239,000.00 2,845.000 199,150.00 14,631.790 1,024,225 150 CONCRETE BARRIER (TYPE 60C) LF 120.0000 366,000.00 0.000 0 151 CONCRETE BARRIER (TYPE 732R) LF 90.0000 327,600.00 1,956.000 176,040 (F) 152 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 55,400.00 0.000 0 153 THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 78,000.00 0.000 0 (SPRAYABLE) 154 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 23,670.00 0.000 0 155 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 24,400.00 0.000 0 156 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 157 MODIFY TRAFFIC MONITORING STATION LS 20,000.0000 20,000.00 0.300 6,000 158 MODIFY RAMP METERING AND VEHICLE LS 18,000.0000 18,000.00 0.250 4,500 DETECTION STATION (LOCATION 1) 159 MODIFY RAMP METERING AND VEHICLE LS 25,000.0000 25,000.00 0.050 1,250.00 0.320 8,000 DETECTION STATION (LOCATION 2) 160 MODIFY RAMP METERING AND VEHICLE LS 10,000.0000 10,000.00 0.050 500.00 0.350 3,500 DETECTION STATION (LOCATION 3) 161 MODIFY RAMP METERING AND VEHICLE LS 7,500.0000 7,500.00 0.020 150.00 0.320 2,400 DETECTION STATION (LOCATION 4) 162 MODIFY RAMP METERING AND VEHICLE LS 25,000.0000 25,000.00 0.050 1,250.00 0.350 8,750 DETECTION STATION (LOCATION 5) 163 MODIFY RAMP METERING AND VEHICLE LS 26,000.0000 26,000.00 0.050 1,300.00 0.300 7,800 DETECTION STATION (LOCATION 6) 164 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 0.300 6,000 DETECTION STATION (LOCATION 7) 165 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 0.300 6,000 DETECTION STATION (LOCATION 8) 166 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 0.300 6,000 DETECTION STATION (LOCATION 9) 167 MODIFY RAMP METERING AND VEHICLE LS 10,000.0000 10,000.00 0.020 200.00 0.320 3,200 DETECTION STATION (LOCATION 10) 168 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.000 0 DETECTION STATION (LOCATION 11) 169 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.000 0 (LOCATION 1) 170 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.000 0 (LOCATION 2) 171 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.000 0 PROGRAM CAS145 PAGE 8 DATE 11/29/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 10:42 AM ESTIMATE NO. 08 BID OPENING 01/26/12 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/12 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 11/29/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,214,498.08 31,276,873.69 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 61,500.69 219,757.29 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,275,998.77 31,496,630.98 172 MOBILIZATION LS 7,700,903.9600 7,700,903.96 0.950 7,315,858 ORIGINAL CONTRACT AMOUNT 77,335,000.00 TOTAL WORK COMPLETED 2,275,998.77 38,812,489.74 MATERIALS ON HAND ON SITE 48,618.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,424.65 -20,849.30 TOTAL 2,265,574.12 38,840,258.44 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 03/22/12 365 03/26/12 05/16/12 05/06/13 129 1 0 0 50% 54% PROGRESS IS SATISFACTORY ALIPANAH, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 11/29/12