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 08/26/13 EST. NO.17 TIME 04:19 PM 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 --------------------------------------------------------------------------- 010 0049 237.45 E.W. @ F.A.(+) 043013 N 140430 026 0031 2,383.58 E.W. @ F.A.(+) 050713 N 3987 0 0034 1,599.84 051313 N 3990 0 0035 2,914.29 052013 N 3992 0 0036 1,328.75 052113 N 3904 0 0037 3,238.46 052213 N 3905 0 0038 3,601.53 052313 N 3910 0 0039 2,619.50 052413 N 3906 0 0040 2,133.11 053013 N 3983 0 0041 3,153.57 060313 N 3996 0 0043 2,421.43 060413 N 3998 0 0044 3,091.69 060513 N 3997 0 0045 3,743.43 061513 N 3999 0 0046 3,001.43 070313 N 4032 0 0047 1,115.30 070113 N 4031 0 0048 1,528.15 070213 N 4109 0 38,111.51 TOTAL THIS ESTIMATE 591,547.85 TOTAL PREVIOUS ESTIMATE 629,659.36 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 08/26/13 EST. NO.17 TIME 04:19 PM 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 PCC THICKNESS CORE 10,424.65 15 PCC THICKNESS 10,424.65 15 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 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 0.750 7,500 002 TIME-RELATED OVERHEAD LS 1,350,000.0000 1,350,000.00 0.026 35,100.00 0.973 1,313,550 003 TEMPORARY LIGHT BARRIER LF 13.0000 56,420.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.026 1,300.00 0.973 48,650 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.940 3,290 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 91.000 18,200 008 STREET SWEEPING LS 275,000.0000 275,000.00 0.020 5,500.00 0.980 269,500 009 TEMPORARY CONCRETE WASHOUT BIN EA 750.0000 56,250.00 48.000 36,000 010 TEMPORARY SOIL BINDER SQYD 0.2000 4,000.00 0.000 0 011 RAIN EVENT ACTION PLAN EA 500.0000 42,000.00 14.000 7,000 012 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 6.000 6,000 014 CONSTRUCTION AREA SIGNS LS 90,000.0000 90,000.00 0.018 1,620.00 0.750 67,500 015 TRAFFIC CONTROL SYSTEM LS 510,000.0000 510,000.00 0.017 8,670.00 0.982 500,820 016 TYPE III BARRICADE EA 55.0000 5,170.00 54.000 2,970 017 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 2,020.00 2,130.000 4,260 018 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 304,000.00 1,235,008.000 617,504 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 56,750.00 1,047.000 26,175 020 TEMPORARY PAVEMENT MARKER EA 3.0000 232,800.00 96,552.000 289,656 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 20,000.00 0.250 625.00 7.750 19,375 022 TEMPORARY RAILING (TYPE K) LF 16.0000 3,888,000.00 1,380.000 22,080.00 254,605.000 4,073,680 PROGRAM CAS145 PAGE 2 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 146,850.00 326.000 53,790 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 29,190.00 99,788.000 29,936 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 1.000 55 AND VALVE BOX 030 REMOVE SPRINKLER (TYPE C-2) EA 6.0000 54,720.00 9,020.000 54,120 031 REMOVE SPRINKLER (TYPE C-3) EA 6.0000 39,360.00 6,816.000 40,896 032 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 58,500.00 156,899.000 47,069 035 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.5000 765.00 378.000 567 036 REMOVE PAVEMENT MARKER EA 0.5000 17,700.00 41,781.000 20,890 037 REMOVE ASPHALT CONCRETE DIKE LF 1.0000 9,170.00 11,957.000 11,957 038 REMOVE CULVERT LF 35.0000 8,050.00 227.500 7,962 039 REMOVE INLET EA 500.0000 11,500.00 23.000 11,500 040 REMOVE HEADWALL EA 1,500.0000 1,500.00 1.000 1,500 041 SALVAGE METAL BRIDGE RAILING LF 10.0000 35,650.00 4,330.000 43,300 042 SALVAGE METAL BEAM GUARD RAILING LF 5.0000 68,000.00 15,460.000 77,300 043 RELOCATE CONCRETE BARRIER (TYPE 60K) LF 3.0000 53,100.00 15,000.000 45,000.00 15,000.000 45,000 044 ADJUST INLET EA 1,500.0000 18,000.00 3.000 4,500.00 9.000 13,500 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 134,400.00 7,633.120 15,266.24 70,785.000 141,570 046 REMOVE CONCRETE BARRIER (TYPE 50) LF 5.0000 206,500.00 12,390.000 61,950.00 33,040.000 165,200 047 SALVAGE CONCRETE BARRIER (TYPE 50) LF 5.0000 5,000.00 0.000 0 048 CLEAN BRIDGE DECK SQFT 0.1300 15,221.44 16,114.000 2,094.82 117,088.000 15,221 049 CAP INLET EA 2,000.0000 44,000.00 23.000 46,000 PROGRAM CAS145 PAGE 3 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 25,000 051 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000 052 BRIDGE REMOVAL (PORTION), LOCATION C LS 30,000.0000 30,000.00 1.000 30,000 053 BRIDGE REMOVAL (PORTION), LOCATION D LS 30,000.0000 30,000.00 1.000 30,000 054 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000 055 DEVELOP WATER SUPPLY LS 100,000.0000 100,000.00 0.015 1,500.00 0.985 98,500 056 ROADWAY EXCAVATION CY 5.0000 2,005,000.00 24,163.180 120,815.90 332,881.180 1,664,405 057 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500 058 SAND BACKFILL CY 90.0000 16,200.00 180.000 16,200 059 IMPORTED MATERIAL (SHOULDER BACKING) TON 2.0000 256,000.00 0.000 0 060 ROADSIDE CLEARING ACRE 700.0000 147,000.00 210.000 147,000 061 ROCK BLANKET SQYD 55.0000 369,600.00 861.100 47,360.50 7,581.000 416,955 062 IRON SULFATE LB 0.4000 784.00 433.400 173 063 SOIL AMENDMENT CY 75.0000 24,000.00 225.600 16,920 064 MULCH CY 32.0000 6,400.00 197.000 6,304 065 COMMERCIAL FERTILIZER LB 1.0000 1,960.00 756.800 756 066 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,500.0000 45,000.00 9.400 23,500.00 17.210 43,025 067 PLANT (GROUP B) EA 16.0000 94,720.00 4,684.000 74,944 068 PLANT (GROUP U) EA 110.0000 106,700.00 640.000 70,400 069 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.120 2,520.00 0.360 7,560 070 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 39,000.00 150.000 39,000 072 2" ELECTRIC REMOTE CONTROL VALVE EA 285.0000 285.00 1.000 285 073 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 9,015.000 171,285 075 SPRINKLER (TYPE C-3) EA 23.0000 150,880.00 6,816.000 156,768 076 2" BALL VALVE EA 140.0000 5,180.00 37.000 5,180 PROGRAM CAS145 PAGE 4 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,877.030 402,784 078 AGGREGATE BASE (APPROACH SLAB) CY 500.0000 161,500.00 1,392.726 696,363 079 LEAN CONCRETE BASE CY 66.5000 5,499,550.00 2,235.000 148,627.50 87,188.831 5,798,057 080 LEAN CONCRETE BASE RAPID SETTING CY 160.0000 2,992,000.00 15,928.980 2,548,636 081 HOT MIX ASPHALT (TYPE C) TON 90.0000 643,500.00 6,734.180 606,076 082 HOT MIX ASPHALT (TYPE A) TON 92.0000 674,360.00 140.700 12,944.40 9,218.880 848,136 083 HOT MIX ASPHALT TYPE A-BOND BREAKER TON 84.0000 2,856,000.00 354.000 29,736.00 32,164.110 2,701,785 084 SHOULDER RUMBLE STRIP STA 45.0000 11,250.00 61.400 2,763 (HMA,GROUND-IN INDENTATIONS) 085 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 3.6000 504.00 166.000 597 086 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 3.6000 22,032.00 1,563.000 5,626.80 5,434.000 19,562 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6000 18,540.00 4,192.000 15,091.20 6,547.000 23,569 088 PLACE HOT MIX ASPHALT SQYD 40.0000 2,600.00 5.000 200.00 27.500 1,100 (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 2.000 1,140.00 96.263 54,869 091 JOINTED PLAIN CONCRETE PAVEMENT CY 111.0000 21,978,000.00 -6,039.400 -670,373.40 178,244.947 19,785,189 092 SHOULDER RUMBLE STRIP STA 55.0000 28,600.00 264.300 14,536 (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 -133.760 -19,395.20 42,908.470 6,221,728 (RAPID STRENGTH CONCRETE) 095 SEAL PAVEMENT JOINT LF 2.0000 1,356,000.00 56,037.000 112,074.00 612,002.000 1,224,004 096 SEAL ISOLATION JOINT LF 2.0000 414,000.00 37,094.000 74,188.00 126,420.000 252,840 097 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 12.930 7,758.00 46.280 27,768 099 GRIND EXISTING CONCRETE SQYD 4.0000 1,036,000.00 263,274.300 1,053,097 PAVEMENT 100 STRUCTURAL CONCRETE, BRIDGE CY 1,800.0000 64,800.00 36.020 64,836 (F) 101 STRUCTURAL CONCRETE, APPROACH SLAB CY 1,160.0000 3,714,320.00 3,321.350 3,852,766 (TYPE R) 102 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 600,840.00 4.190 7,542.00 325.060 585,108 (F) PROGRAM CAS145 PAGE 5 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,922.270 403,676 104 CLEAN EXPANSION JOINT LF 15.0000 24,240.00 157.800 2,367.00 1,666.700 25,000 105 JOINT SEAL (MR 1/2") LF 22.0000 27,852.00 222.380 4,892.36 1,266.100 27,854 106 JOINT SEAL (MR 1") LF 30.0000 13,020.00 183.000 5,490.00 436.000 13,080 107 JOINT SEAL (MR 1 1/2") LF 55.0000 67,650.00 166.970 9,183.35 1,230.000 67,650 108 JOINT SEAL (MR 2") LF 70.0000 122,640.00 157.000 10,990.00 1,752.000 122,640 109 TREAT BRIDGE DECK SQFT 0.4000 46,835.20 16,114.000 6,445.60 117,088.000 46,835 (F) 110 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 60.0000 78,060.00 332.000 19,920.00 1,301.000 78,060 111 PUBLIC SAFETY PLAN LS 550.0000 550.00 1.000 550 112 12" ALTERNATIVE PIPE CULVERT LF 85.0000 5,525.00 64.400 5,474 113 18" ALTERNATIVE PIPE CULVERT LF 90.0000 266,400.00 3,141.700 282,753 114 24" ALTERNATIVE PIPE CULVERT LF 110.0000 386,100.00 3,216.300 353,793 115 12" REINFORCED CONCRETE PIPE LF 330.0000 7,590.00 22.500 7,425 116 18" REINFORCED CONCRETE PIPE LF 155.0000 328,600.00 2,162.400 335,172 117 24" REINFORCED CONCRETE PIPE LF 300.0000 210,000.00 731.300 219,390 118 12" CORRUGATED STEEL PIPE (.064" THICK) LF 130.0000 5,720.00 43.600 5,668 119 15" CORRUGATED STEEL PIPE (.064" THICK) LF 125.0000 76,250.00 -93.000 -11,625.00 600.700 75,087 120 18" CORRUGATED STEEL PIPE (.064" THICK) LF 120.0000 26,400.00 219.600 26,352 121 15" CORRUGATED STEEL PIPE DOWNDRAIN LF 275.0000 52,250.00 47.000 12,925.00 127.000 34,925 (.079" THICK) 122 15" ENTRANCE TAPER EA 1,050.0000 3,150.00 3.000 3,150 123 36" CORRUGATED STEEL PIPE INLET LF 430.0000 23,220.00 54.500 23,435 (.079" THICK) 124 12" CORRUGATED STEEL PIPE RISER LF 130.0000 1,170.00 9.000 1,170 (.064" THICK) 125 GRATED LINE DRAIN LF 150.0000 22,500.00 146.500 21,975 126 15" ALTERNATIVE FLARED END SECTION EA 750.0000 7,500.00 10.000 7,500 127 18" ALTERNATIVE FLARED END SECTION EA 900.0000 5,400.00 7.000 6,300 128 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 PROGRAM CAS145 PAGE 6 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 39.000 3,900 (FACING, METHOD B) 131 CONCRETED-ROCK SLOPE PROTECTION CY 100.0000 20,000.00 199.800 19,980 (1T, METHOD A) 132 MINOR CONCRETE (SLOPE PROTECTION) CY 150.0000 7,200.00 87.100 13,065 133 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 1,880.00 377.800 1,511 134 MINOR CONCRETE (MISCELLANEOUS CY 1,650.0000 13,200.00 3.960 6,534 CONSTRUCTION) 135 MINOR CONCRETE (DIKE TYPE C, D, F) CY 300.0000 141,000.00 585.750 175,725 136 MISCELLANEOUS IRON AND STEEL LB 1.0500 68,132.40 63,328.000 66,494 (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 3,981.000 75,639.00 8,783.000 166,877 142 SINGLE THRIE BEAM BARRIER LF 25.0000 126,000.00 3,299.000 82,475 143 DOUBLE THRIE BEAM BARRIER LF 36.0000 932,400.00 1,129.000 40,644.00 23,895.100 860,223 144 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 3.000 10,800.00 11.000 39,600 146 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 2,875.00 1.000 575.00 1.000 575 147 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 7,650.00 3.000 7,650.00 3.000 7,650 148 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 29,750.00 2.000 4,250.00 4.000 8,500 149 PORTABLE CONCRETE BARRIER (TYPE 60K) LF 70.0000 1,239,000.00 18,575.800 1,300,306 150 CONCRETE BARRIER (TYPE 60C) LF 120.0000 366,000.00 750.000 90,000.00 4,449.000 533,880 151 CONCRETE BARRIER (TYPE 732R) LF 90.0000 327,600.00 3,641.400 327,726 (F) 152 THERMOPLASTIC PAVEMENT MARKING SQFT 2.0000 55,400.00 7,407.000 14,814.00 7,407.000 14,814 153 THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 78,000.00 15,000.000 2,250 (SPRAYABLE) 154 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 23,670.00 18,132.000 16,318.80 23,680.000 21,312 155 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 24,400.00 6,986.000 17,465.00 9,063.000 22,657 156 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 20,000 158 MODIFY RAMP METERING AND VEHICLE LS 18,000.0000 18,000.00 1.000 18,000 DETECTION STATION (LOCATION 1) 159 MODIFY RAMP METERING AND VEHICLE LS 25,000.0000 25,000.00 0.950 23,750 DETECTION STATION (LOCATION 2) 160 MODIFY RAMP METERING AND VEHICLE LS 10,000.0000 10,000.00 1.000 10,000 DETECTION STATION (LOCATION 3) 161 MODIFY RAMP METERING AND VEHICLE LS 7,500.0000 7,500.00 1.000 7,500 DETECTION STATION (LOCATION 4) 162 MODIFY RAMP METERING AND VEHICLE LS 25,000.0000 25,000.00 1.000 25,000 DETECTION STATION (LOCATION 5) 163 MODIFY RAMP METERING AND VEHICLE LS 26,000.0000 26,000.00 0.650 16,900 DETECTION STATION (LOCATION 6) 164 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.650 13,000 DETECTION STATION (LOCATION 7) 165 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.400 8,000 DETECTION STATION (LOCATION 8) 166 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.850 17,000 DETECTION STATION (LOCATION 9) 167 MODIFY RAMP METERING AND VEHICLE LS 10,000.0000 10,000.00 0.770 7,700 DETECTION STATION (LOCATION 10) 168 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.600 12,000 DETECTION STATION (LOCATION 11) 169 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.870 156,600 (LOCATION 1) 170 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.530 95,400 (LOCATION 2) 171 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 1.000 115,000 PROGRAM CAS145 PAGE 8 DATE 08/26/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 04:19 PM ESTIMATE NO. 17 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 08/20/13 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 08/26/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 463,305.87 65,699,097.14 ADJUSTMENT OF COMPENSATION 0.00 26,200.00 EXTRA WORK 38,111.51 603,459.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 501,417.38 66,328,756.50 172 MOBILIZATION LS 7,700,903.9600 7,700,903.96 1.000 7,700,903 ORIGINAL CONTRACT AMOUNT 77,335,000.00 TOTAL WORK COMPLETED 501,417.38 74,029,660.46 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 501,417.38 74,029,660.46 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 09/30/13 288 27 52 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ALIPANAH, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 08/26/13