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 02/20/15 EST. NO. 020 TIME 09:57 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 0062 3,732.55 E.W. @ F.A.(+) 110113 N 4362.1 002 0001 5,365.20 A.C. @ U.P.(+) 102613 N 0130.0 003 0003 1,992.01 E.W. @ F.A.(+) 030713 N 0054.0 011 0003 37,070.98 E.W. @ L.S.(+) 063013 N 0071.1 012 0115 10,294.33 E.W. @ F.A.(+) 083013 N 4170 0 0116 2,173.07 091713 N 4116 0 0117 831.25 100113 N 4181 0 0118 863.19 103013 N 4027 0 0119 1,508.55 112613 N 4324 0 0121 1,866.89 120513 N 4330 0 0122 3,417.27 120213 N 4325 0 0123 5,143.13 120413 N 4327 0 0124 3,483.90 110713 N 4326 0 0125 1,013.96 121613 N 4311 0 0126 1,462.04 101113 N 4314 0 014 0001 722.44 A.C. @ U.P.(+) 040414 N C14-10 017 0012 5,871.24 E.W. @ F.A.(+) 091113 N 100911 0013 5,608.71 091213 N 100912 0014 8,423.99 091013 N 100910 0015 7,816.91 090913 N 100909 0016 2,385.55 082213 N 0133.0 0018 4,369.78 092313 N 0135.0 0019 2,618.56 101613 N 0136.0 0020 2,618.56 101713 N 0137.0 0021 3,139.51 102313 N 0138.0 0022 1,352.87 102313 N 0139.0 0023 2,420.57 102513 N 0140.0 0024 1,514.40 081413 N 140814 0025 6,917.25 E.W. @ U.P (+) 092013 N 17.1 0 0025-1 -6,917.25 092013 N 17.1 0 DAO CORRECTING ENTRY 0026 6,477.06 E.W. @ F.A.(+) 082013 N 4370.0 0026-1 -6,477.06 082013 N 4370.0 DAO CORRECTING ENTRY 0027 3,706.49 110113 N 4371.0 0027-1 -3,706.49 110113 N 4371.0 DAO CORRECTING ENTRY 020 0023 42,828.29 E.W. @ F.A.(+) 070313 N 140703 0031 238.68 072313 N 140723 0032 278.47 081913 N 140819 022 0007 128,570.00 E.W. @ U.P (+) 111513 N 0132.0 0008 198,809.32 A.C. @ L.S.(+) 101413 N 101 0 023 0011 3,291.76 E.W. @ F.A.(+) 091313 N 0196.0 0012 863.01 091713 N 0197.0 0013 2,301.37 091813 N 0200.0 0015 989.83 091713 N 0198.0 0016 446.17 091813 N 0199.0 026 0051 753.50 E.W. @ F.A.(+) 082313 N 0074.0 0063 48,058.63 093013 N 4118.1 0083 13,390.61 080513 N 100805 0084 16,630.86 080813 N 100808 0085 16,019.81 080613 N 100806 0088 12,457.49 080413 N 100804 0089 14,043.92 073013 N 100730 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 02/20/15 EST. NO. 020 TIME 09:57 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 --------------------------------------------------------------------------- 0090 4,003.92 072213 N 100722 0091 3,710.89 072313 N 100723 0092 3,747.86 072513 N 100725 0093 3,673.92 072413 N 100724 0094 8,517.31 071513 N 100715 0095 6,228.02 083013 N 4198 0 0096 3,150.35 091613 N 4199 0 0097 4,916.43 100213 N 4358 0 0102 719.62 072213 N 111.20 0107 1,160.85 072913 N 116.20 0143 13,580.73 073113 N 107319 0144 10,530.31 071613 N 107169 0145 11,309.78 071413 N 107149 0146 10,546.81 071713 N 107179 0147 6,586.81 071813 N 107189 0148 12,940.28 080313 N 108039 029 0001 27,618.83 A.C. @ U.P.(+) 063013 N 729010 031 0001 -99,647.00 A.C. @ L.S.(-) 112114 N 0001 0 032 0001 2,139,341.20 A.C. @ L.S.(+) 021715 N 1001 0 2,801,690.05 TOTAL THIS ESTIMATE 1,243,980.41 TOTAL PREVIOUS ESTIMATE 4,045,670.46 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 02/20/15 EST. NO. 020 TIME 09:57 AM R.E. NAME: ALIPANAH, FRED 08-472224 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE PCC THICKNESS CORE -10,424.65 006 PCC THICKNESS -10,424.65 008 PCC THICKNESS CORE 10,424.65 015 PCC THICKNESS 10,424.65 015 OVER PAYMENT -0.01 020 -0.01 -0.01 TOTAL DEDUCTIONS -0.01 -0.01 PROGRAM CAS145 PAGE 1 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 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 0.027 36,450.00 1.000 1,350,000 003 TEMPORARY LIGHT BARRIER LF 13.0000 56,420.00 0.000 0 004 CONSTRUCTION SITE MANAGEMENT LS 50,000.0000 50,000.00 0.027 1,350.00 1.000 50,000 005 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 0.030 105.00 1.000 3,500 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 1.000 275,000 009 TEMPORARY CONCRETE WASHOUT BIN EA 750.0000 56,250.00 27.000 20,250.00 81.000 60,750 010 TEMPORARY SOIL BINDER SQYD 0.2000 4,000.00 0.000 0 011 RAIN EVENT ACTION PLAN EA 500.0000 42,000.00 15.000 7,500 012 STORM WATER ANNUAL REPORT EA 2,000.0000 6,000.00 2.000 4,000 013 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 0.250 22,500.00 1.000 90,000 015 TRAFFIC CONTROL SYSTEM LS 510,000.0000 510,000.00 0.018 9,180.00 1.000 510,000 016 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 15,017.000 7,508.50 1,250,025.000 625,012 019 CHANNELIZER (SURFACE MOUNTED) EA 25.0000 56,750.00 1,047.000 26,175 020 TEMPORARY PAVEMENT MARKER EA 3.0000 232,800.00 5,518.000 16,554.00 102,070.000 306,210 021 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 20,000.00 8.000 20,000 022 TEMPORARY RAILING (TYPE K) LF 16.0000 3,888,000.00 35,630.000 570,080.00 299,020.000 4,784,320 PROGRAM CAS145 PAGE 2 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 146,850.00 393.000 64,845.00 719.000 118,635 024 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.3000 29,190.00 -1,518.000 -455.40 98,270.000 29,481 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 6,370.000 1,911.00 163,269.000 48,980 035 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 11,889.720 35,669 044 ADJUST INLET EA 1,500.0000 18,000.00 12.000 18,000 045 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.0000 134,400.00 70,785.000 141,570 046 REMOVE CONCRETE BARRIER (TYPE 50) LF 5.0000 206,500.00 41,300.000 206,500 047 SALVAGE CONCRETE BARRIER (TYPE 50) LF 5.0000 5,000.00 1,000.000 5,000 048 CLEAN BRIDGE DECK SQFT 0.1300 15,221.44 117,088.000 15,221 049 CAP INLET EA 2,000.0000 44,000.00 23.000 46,000 PROGRAM CAS145 PAGE 3 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 100,000 056 ROADWAY EXCAVATION CY 5.0000 2,005,000.00 332,881.180 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 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 6.560 492.00 232.160 17,412 064 MULCH CY 32.0000 6,400.00 197.000 6,304 065 COMMERCIAL FERTILIZER LB 1.0000 1,960.00 1,203.200 1,203.20 1,960.000 1,960 066 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 2,500.0000 45,000.00 2.447 6,117.50 22.747 56,867 067 PLANT (GROUP B) EA 16.0000 94,720.00 150.000 2,400.00 4,834.000 77,344 068 PLANT (GROUP U) EA 110.0000 106,700.00 87.000 9,570.00 727.000 79,970 069 PLANT ESTABLISHMENT WORK LS 21,000.0000 21,000.00 0.640 13,440.00 1.000 21,000 070 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 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,430.059 95,098.92 88,618.890 5,893,156 080 LEAN CONCRETE BASE RAPID SETTING CY 160.0000 2,992,000.00 330.510 52,881.60 16,259.490 2,601,518 081 HOT MIX ASPHALT (TYPE C) TON 90.0000 643,500.00 9,108.760 819,788 082 HOT MIX ASPHALT (TYPE A) TON 92.0000 674,360.00 8.900 818.80 9,489.930 873,073 083 HOT MIX ASPHALT TYPE A-BOND BREAKER TON 84.0000 2,856,000.00 32,498.110 2,729,841 084 SHOULDER RUMBLE STRIP STA 45.0000 11,250.00 109.510 4,927.95 170.910 7,690 (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 5,434.000 19,562 087 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 3.6000 18,540.00 6,547.000 23,569 088 PLACE HOT MIX ASPHALT SQYD 40.0000 2,600.00 45.700 1,828.00 73.200 2,928 (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 96.263 54,869 091 JOINTED PLAIN CONCRETE PAVEMENT CY 111.0000 21,978,000.00 30,732.553 3,411,313.38 210,072.100 23,318,003 092 SHOULDER RUMBLE STRIP STA 55.0000 28,600.00 177.720 9,774.60 442.020 24,311 (CONCRETE PAVEMENT, GROUND-IN INDENTATIONS) 093 REPLACE CONCRETE PAVEMENT CY 1,000.0000 1,050,000.00 1,127.499 1,127,499 (RAPID STRENGTH CONCRETE) 094 JOINTED PLAIN CONCRETE PAVEMENT CY 145.0000 7,105,000.00 276.380 40,075.10 43,184.850 6,261,803 (RAPID STRENGTH CONCRETE) 095 SEAL PAVEMENT JOINT LF 2.0000 1,356,000.00 671,455.000 1,342,910 096 SEAL ISOLATION JOINT LF 2.0000 414,000.00 11,988.000 23,976.00 187,849.000 375,698 097 DOWEL BAR (DRILL AND BOND) EA 15.0000 67,200.00 2,216.000 33,240 098 REPAIR SPALLED JOINTS SQYD 600.0000 40,800.00 3.000 1,800.00 49.280 29,568 099 GRIND EXISTING CONCRETE SQYD 4.0000 1,036,000.00 14,500.700 58,002.80 277,775.000 1,111,100 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 3,332.450 3,865,642 (TYPE R) 102 MINOR CONCRETE (MINOR STRUCTURE) CY 1,800.0000 600,840.00 8.740 15,732.00 333.800 600,840 (F) PROGRAM CAS145 PAGE 5 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,666.700 25,000 105 JOINT SEAL (MR 1/2") LF 22.0000 27,852.00 1,266.100 27,854 106 JOINT SEAL (MR 1") LF 30.0000 13,020.00 436.000 13,080 107 JOINT SEAL (MR 1 1/2") LF 55.0000 67,650.00 1,230.000 67,650 108 JOINT SEAL (MR 2") LF 70.0000 122,640.00 1,752.000 122,640 109 TREAT BRIDGE DECK SQFT 0.4000 46,835.20 117,088.000 46,835 (F) 110 FURNISH BRIDGE DECK TREATMENT MATERIAL GAL 60.0000 78,060.00 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 76,250.00 600.700 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 52,250.00 127.000 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 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,560.000 1,638.00 64,888.000 68,132 (F) 137 SURVEY MONUMENT (TYPE D) EA 350.0000 8,050.00 23.000 8,050 138 GUARD RAILING DELINEATOR EA 15.0000 10,500.00 358.000 5,370.00 991.000 14,865 139 OBJECT MARKER EA 80.0000 2,480.00 25.000 2,000.00 46.000 3,680 140 CONCRETE BARRIER MARKER EA 7.0000 3,430.00 490.000 3,430.00 490.000 3,430 141 METAL BEAM GUARD RAILING LF 19.0000 267,900.00 -4,989.000 -94,791.00 15,076.000 286,444 142 SINGLE THRIE BEAM BARRIER LF 25.0000 126,000.00 201.000 5,025.00 3,575.000 89,375 143 DOUBLE THRIE BEAM BARRIER LF 36.0000 932,400.00 282.000 10,152.00 24,195.100 871,023 144 CABLE RAILING LF 30.0000 36,690.00 356.000 10,680.00 1,223.000 36,690 (F) 145 TRANSITION RAILING (TYPE WB) EA 3,600.0000 86,400.00 21.000 75,600 146 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 575.0000 2,875.00 5.000 2,875 147 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,550.0000 7,650.00 3.000 7,650 148 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,125.0000 29,750.00 10.000 21,250 149 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 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 8,888.000 17,776.00 34,330.000 68,660 153 THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 78,000.00 45,000.000 6,750.00 562,271.000 84,340 (SPRAYABLE) 154 PAVEMENT MARKER (NON-REFLECTIVE) EA 0.9000 23,670.00 38,781.000 34,902 155 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.5000 24,400.00 9,405.000 23,512 156 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 0.000 0 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.050 1,250.00 1.000 25,000 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 0.050 1,300.00 1.000 26,000 DETECTION STATION (LOCATION 6) 164 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 DETECTION STATION (LOCATION 7) 165 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 DETECTION STATION (LOCATION 8) 166 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 0.050 1,000.00 1.000 20,000 DETECTION STATION (LOCATION 9) 167 MODIFY RAMP METERING AND VEHICLE LS 10,000.0000 10,000.00 1.000 10,000 DETECTION STATION (LOCATION 10) 168 MODIFY RAMP METERING AND VEHICLE LS 20,000.0000 20,000.00 1.000 20,000 DETECTION STATION (LOCATION 11) 169 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.050 9,000.00 1.000 180,000 (LOCATION 1) 170 MODIFY HIGH SPEED WEIGH-IN MOTION SYSTEM LS 180,000.0000 180,000.00 0.050 9,000.00 1.000 180,000 (LOCATION 2) 171 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 1.000 115,000 PROGRAM CAS145 PAGE 8 DATE 02/20/15 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472224 TIME 09:57 AM ESTIMATE NO. 020 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 11/21/14 R.E. NAME: ALIPANAH, FRED DATE OF THIS ESTIMATE 02/20/15 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,498,309.95 71,702,064.41 ADJUSTMENT OF COMPENSATION 2,272,209.99 2,298,409.99 EXTRA WORK 529,480.06 1,747,260.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 7,300,000.00 75,747,734.87 172 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 7,300,000.00 83,448,638.83 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -0.01 -0.01 TOTAL 7,299,999.99 83,448,638.82 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 03/22/12 365 03/26/12 05/16/12 11/21/14 592 35 352 0 100% 100% ALIPANAH, FRED RESIDENT ENGINEER PROGRAM CAS145 DATE 02/20/15