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 07/19/13 EST. NO.82 TIME 01:54 PM R.E. NAME: MUENCH, JOHN 04-1123U4 --------------------------------------------------------------------------- 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 0275 1,627.14 E.W. @ F.A.(+) 080311 N 3726.0 005 0246 541.37 E.W. @ F.A.(+) 031612 N 4456.0 0250 852.53 032812 N 4494.0 0261 529.04 022013 N 4990.0 0271 1,214.47 022813 N 5002.0 0273 882.54 122612 N 5004.0 0274 648.04 120312 N 5005.0 0276 207.29 102312 N 5007.0 0277 103.65 102312 N 5008.0 0279 257.30 102412 N 5010.0 0286 176.34 022613 N 5001.0 038 0062 348.65 E.W. @ F.A.(+) 030413 N 4985.0 058 0619 61.00 E.W. @ F.A.(+) 030813 N 4986.0 060 0019 514.25 E.W. @ F.A.(+) 091611 N 3771.2 0024 178.81 051013 N 4983.0 064 0039 10,714.12 E.W. @ F.A.(+) 010813 N 4905.0 0040 417.80 011013 N 4906.0 0041 474.69 011113 N 4907.0 0042 1,006.69 010913 N 4908.0 0043 32,722.00 071413 N 0715 0 066 0031 685.00 E.W. @ F.A.(+) 110612 N 5038.0 0032 548.00 100812 N 5039.0 0033 616.50 020613 N 5040.0 113 0005 141.47 E.W. @ F.A.(+) 011113 N 4960.0 0006 2,464.20 012113 N 4961.0 0007 1,856.49 011813 N 4962.0 0009 1,823.15 030613 N 4964.0 0010 778.02 031113 N 4965.0 0014 1,856.49 011413 N 4969.0 0015 1,856.49 011513 N 4970.0 0016 1,856.49 011613 N 4971.0 0017 1,329.54 011713 N 4972.0 0018 424.36 031413 N 4973.0 0020 549.37 032113 N 4974.0 0022 1,205.43 040913 N 4976.0 0023 925.02 041213 N 4977.0 0024 560.81 041613 N 4978.0 0025 560.81 041713 N 4979.0 0026 350.52 040213 N 4980.0 0027 1,205.43 040313 N 4981.0 0028 350.52 041113 N 4982.0 0029 464.95 021513 N 5016.0 0030 113.18 021413 N 5017.0 0032 2,795.42 021213 N 5019.0 0033 2,432.35 021113 N 5020.0 0034 352.70 020613 N 5021.0 0035 89.18 022713 N 5022.0 0036 938.14 020713 N 5023.0 0043 696.18 010713 N 5030.0 0044 730.58 010413 N 5031.0 124 0010 20.71 E.W. @ L.S.(+) 071713 N 0010 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 07/19/13 EST. NO.82 TIME 01:54 PM R.E. NAME: MUENCH, JOHN 04-1123U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0011 25,694.00 E.W. @ U.P (+) 071713 N 0011 0 147 0158 263.83 A.C. @ F.A.(+) 062011 N 4404.0 0159 836.39 062111 N 4405.0 0160 190.00 062111 N 4406.0 155 0036 1,237.50 E.W. @ F.A.(+) 022213 N 4914.0 0045 1,100.00 022713 N 4923.0 0065-1 -1,375.00 090412 N 4956.0 DAO CORRECTING ENTRY 158 0016 80,775.50 A.C. @ L.S.(+) 071713 N 0016 0 159 0006 2,258.71 A.C. @ L.S.(+) 071713 N 0006 0 170 0002 10,391.00 E.W. @ L.S.(+) 071713 N 0002 0 182 0002 19,351.91 A.C. @ L.S.(+) 071713 N 0002 0 186 0002 32,156.56 A.C. @ U.P.(+) 071713 N 0002 0 198 0002 3,185.05 E.W. @ F.A.(+) 072312 N 4948.0 260,120.67 TOTAL THIS ESTIMATE 145,853,723.30 TOTAL PREVIOUS ESTIMATE 146,113,843.97 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 07/19/13 EST. NO.82 TIME 01:54 PM R.E. NAME: MUENCH, JOHN 04-1123U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OCIP DECUT EST 05 -96,977.82 08 OCIP DEDUCT EST 06 -115,405.23 08 OCIP DEDUCT EST 07 -466,315.12 08 OCIP DEDUCT EST 01 -1,547.04 08 OCIP DEDUCT EST 02 -265.45 08 OCIP DEDUCT EST 03 -25,922.43 08 OCIP DEDUCT EST 04 -81,828.54 08 OCIP DEDUCT EST 08 -175,160.72 09 SCHED UPDATE 8/07 -500,000.00 09 OCIP DEDUCT EST09 -361,572.36 11 OCIP DEDUCT EST 10 -28,178.64 11 SCHED UPDATE 8/07 500,000.00 12 OCIP DEDUCT EST 011 -75,719.59 13 OCIP DEDUCT EST 011S -554.39 13 OCIP DEDUCT EST 013 -82,693.22 14 OCIP DEDUCT EST #014 -88,087.08 15 OCIP DEDUCT EST 014 -84,657.05 16 OCIP DEDUCT EST 016 -101,723.28 17 OCIP DEDUCT EST 018 -107,063.63 18 OCIP DEDUCT EST 019 -86,910.58 19 OCIP DEDUCT EST 020 -104,436.11 20 OCIP DEDUCT EST 021 -245,890.27 21 OCIP DEDUCT EST 021R -107,238.18 22 OCIP DEDUCT EST 022 -109,832.76 23 OCIP DEDUCT EST 023 -111,751.97 24 OCIP DEDUCT EST 024 -109,794.90 25 OCIP DEDUCT EST 025 -108,785.39 26 OCIP DEDUCT EST 026 -97,351.08 27 OCIP DEDUCT EST 027 -86,758.67 28 OCIP DECUCT EST 028 -83,985.95 29 OCIP DEDUCT EST 029 -72,545.95 30 OCIP DEDUCT EST 30 -79,507.80 31 OCIP DEDT EST 31 -177,812.35 32 OCIP DEDUCT EST 032 -100,226.66 33 OCIPEDUCT EST 033 -132,562.76 34 OCIP DEDUCT EST 034 -109,666.55 35 OCIP DEDUCT EST 035 -89,118.62 36 OCIP DEDUCT EST 035 -233,465.55 37 OCIP DEDUCT EST 037 -113,849.51 38 OCIP DEDUCT EST 038 -90,062.86 39 OCIP DEDUCT EST 039 -135,901.66 40 OCIP DEDUCT EST 040 -148,653.49 41 OCIP DEDUCT EST 041 -103,033.97 42 OCIP DEDUCT EST 42 -197,374.08 44 OCIP DEDUCT EST 43 -125,476.42 44 OCIP DEDUCT EST 44 -142,342.75 45 OCIP DEDUCT EST 45 -149,290.00 46 OCIP DEDUCT EST 46 -166,246.37 47 OCIP DEDUCT EST 47 -136,403.84 48 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/19/13 EST. NO.82 TIME 01:54 PM R.E. NAME: MUENCH, JOHN 04-1123U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OCIP DEDUCT EST 48 -147,744.96 49 OCIP DEDUCT EST 49 -128,371.12 50 OCIP DEDUCT EST 50 -155,042.53 51 OCIP DEDUCT EST 51 -175,536.75 52 OCIP DEDUCT EST 52 -142,050.85 53 OCIP DEDUCT EST 53 -145,208.56 54 OCIP DEDUCTT EST 54 -98,648.06 55 OCIP DEDUCT EST 55 -151,053.69 56 OCIP DEDUCT EST 56 -193,193.52 57 OCIP DEDUCT EST. 57 -97,436.17 58 OCIP DEDUCT EST 58 -102,149.49 59 OCIP DEDUCT EST 59 -138,814.84 60 OCIP DEDUCT EST 60 -138,374.66 61 OCIP DEDUCT EST 62 -30,057.91 63 OCIP DEDUCT EST 63 -105,590.70 64 OCIP DEDUCT EST 64 -131,504.58 65 OCIP DEDUCT EST 65 -86,958.50 66 OCIP DEDUCT EST 66 71,018.57 67 0.00 -7,746,666.96 LABOR COMPLIANCE VIOLATION LABOR COMP DEDUT #14 -10,000.00 15 STL 619 LCV ISSUES -10,000.00 18 STL 650 LCV ISSUES -10,000.00 19 STL 619 LCV ISSUES 10,000.00 21 STL 680 LCV ISSUES -10,000.00 21 MISSING FHWA EEO RPT -10,000.00 22 STL 732 LCV ISSUES -10,000.00 22 MISSING FHWA EEO RPT 10,000.00 23 STL 766 LCV ISSUES -10,000.00 23 STL 680 LCV ISSUES 10,000.00 24 STL 804 LCV ISSUES -10,000.00 24 STL 828 LCV ISSUES -10,000.00 25 STL 732 LCV ISSUES 10,000.00 26 STL 766 LCV ISSUES 10,000.00 26 STL 804 LCV ISSUES 10,000.00 26 STL 853 LCV ISSUES -10,000.00 26 STL 873 LCV ISSUES -10,000.00 27 STL 919 LCV ISSUES -10,000.00 29 STL 944 LCV ISSUES -10,000.00 30 STI 994 LCV ISSUES -10,000.00 31 STL 1035 LCV ISSUES -10,000.00 32 STL 919 LCV ISSUES 10,000.00 32 STL 1058 LCV ISSUES -10,000.00 33 STL 828&873 ISSUE R 20,000.00 33 STL 1100 LCV ISSUES -10,000.00 34 STL 534&650 ISSUES R 20,000.00 34 STL 1130 LCV ISSUES -10,000.00 35 STL 853 LCV ISSUES R 10,000.00 35 STL 1130 LCV ISSUES 10,000.00 36 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 3 DATE 07/19/13 EST. NO.82 TIME 01:54 PM R.E. NAME: MUENCH, JOHN 04-1123U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- STL 1689 LCV ISSUES -10,000.00 36 STL 1205 LCV ISSUES -10,000.00 37 STL 1689 LCV ISSUES 10,000.00 37 STL 1035 LCV ISSUES 10,000.00 38 STL 1225 LCV ISSUES -10,000.00 38 STL 1100 LCV ISSUES 10,000.00 39 STL 1306 LCV ISSUES -5,000.00 41 STL 1225 LCV ISSUES 10,000.00 42 STL 1359 LCV ISSUES -10,000.00 45 STL 1443 LCV ISSUES -5,000.00 46 STL 1503 LCV ISSUES -10,000.00 48 STL 1058 LCV ISSUES 10,000.00 49 STL 994 LCV ISSUES 10,000.00 49 STL 1534 LCV ISSUES -1,000.00 50 STL 1572 LCV ISSUES -10,000.00 51 STL 1205 LCV ISSUES 10,000.00 52 STL 1594 LCV ISSUES -10,000.00 52 STL 1443 1572 LCV 15,000.00 53 STL 1616 LCV DEDUCT -10,000.00 53 STL 1616 LCV 10,000.00 60 STL 1777 LCV -10,000.00 61 STL 944 10,000.00 66 STL 1503,1534,1777 21,000.00 68 STL 2050 LCV -10,000.00 70 STL 2099 LCV -10,000.00 70 STL 1954 LCV 10,000.00 71 STL 1594 LCV 10,000.00 72 STL 1954 LCV -10,000.00 72 STL 1267 LCV -5,000.00 73 STL 1306 LCV 5,000.00 73 STL 2050 LCV 10,000.00 74 STL 2099 LCV 10,000.00 74 STL 1359 LCV 10,000.00 75 STL 2274 LCV -10,000.00 81 0.00 -15,000.00 TOTAL DEDUCTIONS 0.00 -7,761,666.96 PROGRAM CAS145 PAGE 1 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 LOCATION PROGRESS ESTIMATE 04-SM-1-38.0/38.6 ----------------- 04-SM-1-39.6/40.4 KIEWIT INFRASTRUCTURE WEST CO IN SAN MATEO COUNTY NEAR PACIFICA 302 SOUTH 36TH STREET, STE400 FROM 4.7 KM TO 1.0 KM SOUTH OF OMAHA, NE 68131 LINDAMAR BOULEVARD FED. AID NO. ACST-1187(11)E ,P-1187(11)E ,ER-1187(11)E CONSTRUCT TUNNELS, APPROACH ROADS ------------------------------------------------------------------------------------------------------------------------------------ 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 75,000.0000 75,000.00 0.960 72,000 002 TIME-RELATED OVERHEAD LS 54,473,200.0000 54,473,200.00 1.000 54,473,200 003 TEMPORARY FENCE (TYPE ESA) M 15.0000 18,000.00 579.000 8,685 004 PREPARE STORM WATER POLLUTION LS 100,000.0000 100,000.00 0.750 75,000 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 250,000.0000 250,000.00 1.000 250,000 006 STABILIZED CONSTRUCTION ROADWAY M3 100.0000 155,000.00 1,938.000 193,800 007 NON-STORM WATER DISCHARGE CONTROL LS 200,000.0000 200,000.00 1.000 200,000 008 TEMPORARY HYDRAULIC MULCH M2 0.5000 10,000.00 31,726.000 15,863 (BONDED FIBER MATRIX) 009 TEMPORARY IRRIGATION SYSTEM LS 400,000.0000 400,000.00 1.000 400,000 010 TEMPORARY SILT FENCE M 60.0000 21,000.00 959.760 57,585 011 TEMPORARY PERIMETER BARRIER M 102.0000 22,440.00 594.000 60,588 (TYPE WM 1.8) 012 TEMPORARY PERIMETER BARRIER (TYPE FROG) M 98.0000 14,700.00 108.500 10,633 013 TEMPORARY CONCRETE WASHOUT FACILITY EA 74,000.0000 370,000.00 5.000 370,000 014 TEMPORARY CONSTRUCTION ENTRANCE EA 50,000.0000 150,000.00 4.430 221,500 015 TEMPORARY COVER M2 18.0000 360,000.00 17,732.570 319,186 016 TEMPORARY CHECK DAM M 280.0000 5,600.00 105.900 29,652 017 TEMPORARY DRAINAGE INLET PROTECTION EA 3,630.0000 127,050.00 23.000 83,490 018 MOVE-IN/MOVE-OUT EA 1,000.0000 5,000.00 6.000 6,000 (TEMPORARY EROSION CONTROL) 019 TEMPORARY ASPHALT CONCRETE (TYPE A) TONN 100.0000 457,000.00 4,218.580 421,858 020 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.710 14,200 (S) 021 TRAFFIC CONTROL SYSTEM LS 1,141,000.0000 1,141,000.00 1.000 1,141,000 (S) 022 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,400.0000 81,600.00 4.000 81,600 (S) PROGRAM CAS145 PAGE 2 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 200.0000 690,000.00 2,557.000 511,400 (S) 024 TEMPORARY CRASH CUSHION MODULE EA 1,000.0000 99,000.00 79.000 79,000 (S) 025 ABANDON CULVERT M 100.0000 18,000.00 88.600 8,860 026 ABANDON INLET EA 2,000.0000 4,000.00 2.000 4,000 027 REMOVE METAL BEAM GUARD RAILING M 15.0000 375.00 15.700 235 028 REMOVE CULVERT M 500.0000 11,500.00 4.000 2,000 029 REMOVE INLET EA 1,900.0000 7,600.00 2.000 3,800 030 REMOVE RISER EA 875.0000 2,625.00 1.000 875 031 REMOVE DOWNDRAIN M 170.0000 12,240.00 33.200 5,644 032 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 033 REMOVE ASPHALT CONCRETE SURFACING M2 100.0000 323,000.00 4,248.000 424,800 034 CLEARING AND GRUBBING LS 20,500.0000 20,500.00 1.000 20,500 035 ROADWAY EXCAVATION M3 19.0000 1,138,860.00 22,125.700 420,388 036 ROADWAY EXCAVATION (SELECTED MATERIAL) M3 20.0000 880,000.00 35,470.760 709,415 037 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 0.250 2,500 038 TUNNEL EXCAVATION AND SUPPORT M 14,000.0000 8,792,000.00 513.100 7,183,400 (S) (CATEGORY I) 039 TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 15,022,000.00 1,114.900 20,625,650 (S) (CATEGORY II) 040 TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 684,500.00 39.000 721,500 (S) (CATEGORY II, ALONG SOUTH) 041 TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 1,424,500.00 77.000 1,424,500 (S) (CATEGORY II, ALONG CENTER) 042 TUNNEL EXCAVATION AND SUPPORT M 27,500.0000 15,647,500.00 492.000 13,530,000 (S) (CATEGORY III) 043 TUNNEL EXCAVATION AND SUPPORT M 40,000.0000 8,880,000.00 113.600 4,544,000 (S) (CATEGORY IV) 044 TUNNEL EXCAVATION AND SUPPORT M 45,000.0000 2,565,000.00 52.400 2,358,000 (S) (CATEGORY V) 045 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 277,500.00 15.000 277,500 (S) (CATEGORY II) 046 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 18,500.0000 814,000.00 44.000 814,000 (S) (CATEGORY II, ALONG SOUTH) 047 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 42,000.0000 882,000.00 21.000 882,000 (S) (CATEGORY IV) 048 ENLARGED TUNNEL EXCAVATION AND SUPPORT M 46,000.0000 1,472,000.00 32.000 1,472,000 (S) (CATEGORY V) 049 CROSS PASSAGE TUNNEL EXCAVATION AND M 14,000.0000 1,330,000.00 105.460 1,476,440 (S) SUPPORT (CATEGORY I) PROGRAM CAS145 PAGE 3 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 CROSS PASSAGE TUNNEL EXCAVATION AND M 14,000.0000 532,000.00 15.100 211,400 (S) SUPPORT (CATEGORY II) 051 CROSS PASSAGE TUNNEL EXCAVATION AND M 18,000.0000 684,000.00 39.320 707,760 (S) SUPPORT (CATEGORY IV) 052 EMERGENCY VEHICLE CROSS PASSAGE M 10,000.0000 190,000.00 19.000 190,000 (S) EXCAVATION AND SUPPORT 053 SOUTH EQUIPMENT CHAMBER EXCAVATION AND M 10,000.0000 320,000.00 32.000 320,000 (S) SUPPORT 054 CENTER EQUIPMENT CHAMBER EXCAVATION AND M 10,000.0000 230,000.00 23.000 230,000 (S) SUPPORT 055 EQUIPMENT CHAMBER ACCESSES M 10,000.0000 140,000.00 14.000 140,000 056 STRUCTURE EXCAVATION (RETAINING WALL) M3 200.0000 87,000.00 707.000 141,400 (F) 057 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 41,000.00 820.000 41,000 (F) 058 STRUCTURE EXCAVATION (SOUTH PORTAL) M3 1,000.0000 2,950,000.00 2,950.000 2,950,000 (F) 059 STRUCTURE EXCAVATION (NORTH PORTAL) M3 50.0000 670,000.00 13,022.000 651,100 (F) 060 STRUCTURE EXCAVATION M3 200.0000 9,600.00 48.000 9,600 (F) (VENTILATION OUTLET) 061 STRUCTURE BACKFILL (RETAINING WALL) M3 435.0000 174,000.00 534.000 232,290 (F) 062 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 100.0000 11,000.00 110.000 11,000 (F) 063 STRUCTURE BACKFILL (SOUTH PORTAL) M3 30.0000 91,800.00 3,060.000 91,800 (F) 064 STRUCTURE BACKFILL (NORTH PORTAL) M3 30.0000 144,600.00 0.000 0 (F) 065 STRUCTURE BACKFILL (VENTILATION OUTLET) M3 30.0000 750.00 25.000 750 (F) 066 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 067 SOIL NAIL ASSEMBLY M 142.0000 1,706,840.00 11,425.000 1,622,350 (S) 068 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 069 BORE HOLE FOR CONDUIT/VENT DUCTS M 1,000.0000 43,000.00 43.000 43,000 070 IMPORTED BORROW M3 130.0000 83,200.00 617.800 80,314 071 GEOSYNTHETIC REINFORCED EMBANKMENT M2 37.0000 562,400.00 3,605.860 133,416 (F) 072 TUNNEL MONITORING SYSTEM LS 255,000.0000 255,000.00 0.999 254,745 (S) 073 ROADSIDE CLEARING LS 15,000.0000 15,000.00 1.000 15,000 (S) 074 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 075 EROSION CONTROL (NETTING) M2 7.0000 77,700.00 46,257.400 323,801 (S) 076 STRAW (EROSION CONTROL) TONN 500.0000 12,500.00 3.560 1,780 (S) PROGRAM CAS145 PAGE 4 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FIBER (EROSION CONTROL) KG 1.0000 4,100.00 6,090.240 6,090 (S) 078 FIBER ROLLS M 15.0000 45,000.00 7,224.870 108,373 (S) 079 COMPOST (EROSION CONTROL) M3 200.0000 6,000.00 515.066 103,013 (S) 080 MYCORRHIZAL INOCULUM KG 20.0000 11,600.00 490.600 9,812 (S) 081 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 5,000.00 13.000 13,000 (S) 082 PURE LIVE SEED (EROSION CONTROL)(TYPE 1) KG 140.0000 67,200.00 708.390 99,174 (S) 083 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 140.0000 700.00 25.600 3,584 (S) 084 STABILIZING EMULSION (EROSION CONTROL) KG 1.0000 740.00 1,787.920 1,787 (S) 085 CLASS 4 AGGREGATE SUBBASE M3 115.0000 87,400.00 462.700 53,210 086 CLASS 2 AGGREGATE BASE M3 86.0000 1,519,620.00 16,730.130 1,438,791 087 CLASS 3 AGGREGATE BASE M3 123.0000 451,410.00 2,940.900 361,730 088 LEAN CONCRETE BASE M3 450.0000 931,500.00 2,070.000 931,500 089 ASPHALT TREATED PERMEABLE BASE M3 300.0000 78,000.00 172.500 51,750 090 ASPHALT CONCRETE (TYPE A) TONN 104.0000 754,000.00 1,452.040 151,012.16 7,124.857 740,985 091 ASPHALT CONCRETE (OPEN GRADED) TONN 150.0000 61,500.00 400.800 60,120 092 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 25.0000 3,750.00 235.370 5,884.25 387.370 9,684 093 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 25.0000 8,000.00 39.630 990.75 132.930 3,323 094 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 25.0000 4,750.00 157.620 3,940.50 157.620 3,940 095 CONCRETE PAVEMENT M3 500.0000 2,028,000.00 4,041.960 2,020,980 096 SEAL PAVEMENT JOINT M 20.0000 82,400.00 6,970.000 139,400 097 ROCK BOLT EA 17,000.0000 204,000.00 21.000 357,000 (S) 098 STRUCTURAL CONCRETE, RETAINING WALL M3 10,000.0000 2,400,000.00 240.000 2,400,000 (F) 099 STRUCTURAL CONCRETE, FINAL LINING M3 600.0000 14,202,000.00 23,670.000 14,202,000 (F) 100 STRUCTURAL CONCRETE, TRANSITION BARRIER M3 1,100.0000 8,800.00 6.000 6,600 (F) SLAB 101 STRUCTURAL CONCRETE, FINAL LINING M3 1,000.0000 3,060,000.00 3,576.000 3,576,000 (F) ABUTMENT 102 STRUCTURAL CONCRETE, FINAL LINING INVERT M3 450.0000 2,538,000.00 3,880.000 1,746,000 (F) ARCH 103 STRUCTURAL CONCRETE, FINAL LINING INVERT M3 460.0000 239,200.00 520.000 239,200 (F) SLAB PROGRAM CAS145 PAGE 5 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, PORTAL M3 1,410.0000 3,102,000.00 2,066.000 2,913,060 (F) 105 STRUCTURAL CONCRETE, PORTAL INVERT SLAB M3 470.0000 498,200.00 1,060.000 498,200 (F) 106 CLASS 1 CONCRETE (BOX CULVERT) M3 12,000.0000 3,840,000.00 320.000 3,840,000 107 MINOR CONCRETE M3 750.0000 2,827,500.00 3,770.000 2,827,500 (F) 108 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 75,000.00 12.990 12,990.00 62.050 62,050 (F) 109 MINOR CONCRETE (PIPE COVER) M3 500.0000 25,000.00 0.000 0 110 MINOR CONCRETE (ARTIFICAL ROCKWORK) M2 380.0000 258,400.00 692.000 262,960 111 ARCHITECTURAL TREATMENT M2 350.0000 80,500.00 196.000 68,600 (TEXTURED CONCRETE) 112 TUNNEL ARCHITECTURAL WORK LS 15,000,000.0000 15,000,000.00 0.985 14,775,000 113 MASONRY BLOCK WALL M2 100.0000 2,500.00 25.000 2,500 (SF) 114 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3500 71,891.00 21,460.000 71,891 (SF) 115 BAR REINFORCING STEEL (EPOXY COATED) KG 3.9000 139,620.00 35,800.000 139,620 (SF) 116 BAR REINFORCING STEEL (BOX CULVERT) KG 2.1000 98,490.00 46,900.000 98,490 (SF) 117 BAR REINFORCING STEEL (FINAL LINING) KG 3.0000 6,993,000.00 2,326,821.000 6,980,463 (SF) 118 BAR REINFORCING STEEL KG 2.5000 625.00 125.000 312 (SF)(TRANSITION BARRIER) 119 BAR REINFORCING STEEL (PORTAL) KG 3.0000 2,208,600.00 722,534.000 2,167,602 (SF) 120 SHOTCRETE (SOIL NAIL WALL) M3 1,000.0000 290,000.00 290.000 290,000 (F) 121 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 122 CUT AND COVER WATERPROOFING M2 47.0000 135,830.00 2,890.000 135,830 (SF) 123 TUNNEL WATERPROOFING M2 47.0000 3,097,300.00 65,900.000 3,097,300 (S) 124 FURNISH SIGN STRUCTURE (TRUSS) KG 13.0000 298,220.00 22,588.000 293,644 (F) 125 INSTALL SIGN STRUCTURE (TRUSS) KG 4.0000 91,760.00 22,588.000 90,352 (SF) 126 1524 MM CAST-IN-DRILLED-HOLE M 3,000.0000 75,000.00 26.460 79,380 (S) CONCRETE PILE (SIGN FOUNDATION) 127 ROADSIDE SIGN - ONE POST EA 250.0000 10,000.00 22.000 5,500 128 ROADSIDE SIGN - TWO POST EA 400.0000 1,600.00 4.000 1,600 129 PREPARE AND STAIN CONCRETE SURFACES M2 34.0000 18,360.00 0.000 0 130 PREPARE AND STAIN CONCRETE DITCH M2 26.0000 41,860.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 300 MM ALTERNATIVE PIPE CULVERT M 150.0000 1,050.00 6.500 975 132 450 MM ALTERNATIVE PIPE CULVERT M 200.0000 138,000.00 620.500 124,100 133 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 99,000.00 0.000 0 134 750 MM ALTERNATIVE PIPE CULVERT M 275.0000 4,400.00 13.000 3,575 135 900 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 1,000.00 0.500 500 136 1050 MM ALTERNATIVE PIPE CULVERT M 1,500.0000 2,550.00 1.700 2,550 137 300 MM REINFORCED CONCRETE PIPE M 400.0000 64,000.00 0.000 0 138 450 MM CORRUGATED STEEL PIPE M 250.0000 1,050.00 5.400 1,350 (2.77 MM THICK) 139 ROAD DRAINAGE SLOTTED DRAIN (OPEN SLOT) M 540.0000 1,258,200.00 2,251.800 1,215,972 140 ROAD DRAINAGE SLOTTED DRAIN M 520.0000 142,480.00 277.200 144,144 (CLOSED SLOT) 141 150 MM PERFORATED PLASTIC PIPE M 90.0000 13,500.00 129.800 11,682 UNDERDRAIN 142 150 MM NON-PERFORATED PLASTIC PIPE M 120.0000 1,920.00 0.000 0 UNDERDRAIN 143 200 MM PERFORATED PLASTIC M 91.0000 208,390.00 1,238.800 112,730 PIPE UNDERDRAIN 144 200 MM NON-PERFORATED PLASTIC PIPE M 91.0000 20,020.00 56.300 5,123 UNDERDRAIN 145 150 MM PERFORATED PVC DRAIN PIPE M 210.0000 449,400.00 2,191.000 460,110 146 250 MM PERFORATED PVC DRAIN PIPE M 208.0000 1,050,400.00 4,998.000 1,039,584 147 GEOCOMPOSITE DRAIN M2 205.0000 101,475.00 513.000 105,165 148 FILTER FABRIC M2 3.0000 20,220.00 4,665.000 13,995 149 CLASS 2 PERMEABLE MATERIAL M3 240.0000 40,800.00 114.860 27,566 150 CLASS 3 PERMEABLE MATERIAL M3 130.0000 66,300.00 344.610 44,799 151 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 375.0000 6,375.00 7.000 2,625 (2.77 MM THICK) 152 450 MM ANCHOR ASSEMBLY EA 900.0000 4,500.00 5.000 4,500 153 DRAINAGE INLET MARKER EA 50.0000 850.00 0.000 0 154 900 MM BITUMINOUS COATED CORRUGATED M 700.0000 4,060.00 5.200 3,640 STEEL PIPE INLET (2.77 MM THICK) 155 CORRUGATED STEEL PIPE RISER (TYPE I) EA 10,100.0000 10,100.00 1.000 10,100 156 TRANSVERSE DOUBLE GRATED LINE DRAIN M 645.0000 10,965.00 14.600 9,417 157 CORRUGATED STEEL PIPE RISER (TYPE II) EA 10,100.0000 10,100.00 0.000 0 PROGRAM CAS145 PAGE 7 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 JACKED 900 MM WELDED STEEL PIPE M 2,500.0000 192,500.00 0.000 0 (9.53 MM THICK) 159 450 MM ALTERNATIVE FLARED END SECTION M 810.0000 1,620.00 2.000 1,620 160 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 161 PIPE ENTRANCE GATE EA 1,500.0000 1,500.00 1.000 1,500 162 DRAINAGE INLET EA 1,000.0000 7,000.00 0.000 0 163 ROAD DRAINAGE INTERCEPTOR (BAFFLE-WALL) EA 650.0000 14,300.00 22.000 14,300 164 ROAD DRAINAGE INTERCEPTOR (BASIN) EA 630.0000 13,860.00 22.000 13,860 165 CONCRETE PIPE MANHOLE TYPE I EA 5,700.0000 11,400.00 2.000 11,400 166 CONCRETE PIPE MANHOLE TYPE II EA 5,700.0000 22,800.00 4.000 22,800 167 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 168 ROCK SLOPE PROTECTION M3 100.0000 3,600.00 10.200 1,020.00 30.700 3,070 (FACING, METHOD B) 169 GABION M3 1,065.0000 51,120.00 48.000 51,120 (F) 170 MINOR CONCRETE (DITCH LINING) M3 6,358.0000 184,382.00 0.000 0 (F) 171 ROCK SLOPE PROTECTION FABRIC M2 3.5000 910.00 24.300 85.05 80.200 280 172 MINOR CONCRETE (MISCELLANEOUS M3 500.0000 7,500.00 10.900 5,450.00 12.543 6,271 CONSTRUCTION) 173 MINOR CONCRETE (CURB, SIDEWALK AND M3 1,235.0000 180,310.00 145.760 180,013 CURB RAMP) 174 TUNNEL FIRE PROTECTION LS 2,000,000.0000 2,000,000.00 0.045 90,000.00 1.000 2,000,000 (S) 175 TUNNEL JET FANS LS 3,061,870.0000 3,061,870.00 1.000 3,061,870 (S) 176 MISCELLANEOUS IRON AND STEEL KG 4.0000 16,400.00 2,219.000 8,876 (SF) 177 CLEANOUT MANHOLE EA 5,300.0000 498,200.00 96.000 508,800 178 MISCELLANEOUS METAL KG 72.0000 266,400.00 2,464.000 177,408 (SF) 179 ACCESS GATE EA 2,500.0000 5,000.00 2.000 5,000.00 2.000 5,000 (S) 180 DELINEATOR (CLASS 1) EA 100.0000 500.00 0.000 0 181 TERMINAL RISER AND OUTLET MARKER EA 1,500.0000 28,500.00 0.000 0 182 METAL BEAM GUARD RAILING M 150.0000 7,950.00 0.000 0 (S) 183 STEEL BACKED TIMBER GUARDRAIL M 50.0000 34,500.00 0.000 0 (S) 184 TUBULAR BICYCLE RAILING M 300.0000 1,200.00 16.820 5,046 (SF) PROGRAM CAS145 PAGE 8 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 CABLE RAILING M 60.0000 6,000.00 100.000 6,000.00 154.350 9,261 (S) 186 REMOVABLE BOLLARD (WOOD) EA 500.0000 5,000.00 0.000 0 (S) 187 CRASH CUSHION MODULE, SAND FILLED EA 250.0000 21,500.00 79.000 19,750 188 CONCRETE BARRIER (TYPE 60A MODIFIED) M 100.0000 2,400.00 24.000 2,400 (F) 189 CONCRETE BARRIER (TYPE 60) M 100.0000 7,900.00 74.500 7,450 (S) 190 CONCRETE BARRIER (TYPE 60C) M 100.0000 14,000.00 83.000 8,300 (S) 191 CONCRETE BARRIER (TYPE 80 MODIFIED) M 100.0000 1,100.00 11.000 1,100 (SF) 192 THERMOPLASTIC PAVEMENT MARKING M2 500.0000 75,000.00 227.800 113,900.00 230.030 115,015 (S) 193 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 36,000.00 3,809.870 19,049.35 10,559.870 52,799 (S) 194 200 MM THERMOPLASTIC TRAFFIC STRIPE M 10.0000 4,600.00 510.370 5,103.70 510.370 5,103 (S) 195 PARKING BUMPER (PRECAST CONCRETE) EA 100.0000 4,000.00 42.000 4,200.00 42.000 4,200 196 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.5000 6,750.00 251.000 1,882.50 545.000 4,087 (S) 197 HIGHWAY LIGHTING LS 200,000.0000 200,000.00 0.020 4,000.00 0.920 184,000 (S) 198 CONDUCTORS AND CABLES LS 780,000.0000 780,000.00 1.000 780,000 (S) 199 MEDIUM VOLTAGE CABLE LS 1,008,000.0000 1,008,000.00 1.000 1,008,000 (S) 200 RACEWAYS AND BOXES LS 2,192,000.0000 2,192,000.00 1.000 2,192,000 (S) 201 UNDERGROUND DUCTS AND VAULTS LS 3,290,000.0000 3,290,000.00 1.000 3,290,000 (S) 202 UNINTERRUPIBLE POWER SUPPLY LS 232,000.0000 232,000.00 1.000 232,000 (S) 203 SECONDARY UNIT SUBSTATIONS LS 428,000.0000 428,000.00 0.975 417,300 (S) 204 MEDIUM VOLTAGE SERVICE SWITCHGEAR LS 211,000.0000 211,000.00 0.975 205,725 (S) 205 MOTOR CONTROL CENTERS LS 258,000.0000 258,000.00 0.975 251,550 (S) 206 TUNNEL LIGHTING LS 3,701,000.0000 3,701,000.00 0.010 37,010.00 0.995 3,682,495 (S) 207 GROUNDING AND BONDING LS 74,000.0000 74,000.00 1.000 74,000 (S) 208 TUNNEL TRAFFIC CONTROL SYSTEM LS 818,000.0000 818,000.00 1.000 818,000 (S) 209 ENVIRONMENTAL MONITORING SYSTEM LS 173,000.0000 173,000.00 1.000 173,000 (S) 210 FIRE ALARM AND DETECTION SYSTEM LS 648,000.0000 648,000.00 0.990 641,520 (S) 211 TELEPHONE SYSTEM LS 432,000.0000 432,000.00 0.025 10,800.00 1.000 432,000 (S) PROGRAM CAS145 PAGE 9 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CLOSED CIRCUIT TELEVISION SYSTEM LS 648,000.0000 648,000.00 0.015 9,720.00 0.985 638,280 (S) 213 RADIO REBROADCAST SYSTEM LS 937,000.0000 937,000.00 1.000 937,000 (S) 214 TUNNEL CONTROL SYSTEM LS 2,889,000.0000 2,889,000.00 0.005 14,445.00 0.995 2,874,555 (S) 215 INTRUSION DETECTION SYSTEM LS 86,000.0000 86,000.00 1.000 86,000 (S) 216 SEISMIC MONITORING ELECTRICAL SYSTEM LS 22,000.0000 22,000.00 1.000 22,000 (S) 217 MEDIUM VOLTAGE AUTOMATIC TRANSFER SWITCH LS 234,000.0000 234,000.00 0.975 228,150 (S) 218 LIGHTING CONTROL STATIONS LS 125,000.0000 125,000.00 0.975 121,875 (S) 219 LOW VOLTAGE ELECTRICAL SYSTEM LS 363,000.0000 363,000.00 1.000 363,000 (S) 220 ROADWAY DRAINAGE SYSTEM LS 60,000.0000 60,000.00 1.000 60,000 (S) 221 WATER MAINS LS 500,000.0000 500,000.00 1.000 500,000 (S) 222 HEATING AND VENTILATION OF TUNNEL LS 1,200,000.0000 1,200,000.00 1.000 1,200,000 (S) ANCILLARY SPACES 223 LEACH WATER SYSTEM LS 250,000.0000 250,000.00 1.000 250,000 (S) 224 BUILDING WORK LS 15,428,647.0000 15,428,647.00 0.995 15,351,503 225 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 226 MISCELLANEOUS PORTALS CANOPY ITEMS LS 225,000.0000 225,000.00 1.000 225,000 227 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 1,000.0000 2,000.00 2.000 2,000 (2.77 MM THICK) 228 600 MM ANCHOR ASSEMBLY EA 1,000.0000 2,000.00 2.000 2,000 229 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 370.0000 35,520.00 0.000 0 230 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 231 MICROPILE EA 2,000.0000 288,000.00 144.000 288,000 232 TIEBACK ANCHOR EA 8,000.0000 264,000.00 33.000 264,000 (S) 233 BAR REINFORCING STEEL (ANCHOR BAR) KG 2.5000 1,750.00 700.000 1,750 (SF) 234 MISCELLANEOUS METAL (RETAINING WALL) KG 6.0000 3,900.00 650.000 3,900 (F) 235 CONCRETE BARRIER M 100.0000 10,300.00 92.700 9,270 PROGRAM CAS145 PAGE 10 DATE 07/19/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-1123U4 TIME 01:54 PM ESTIMATE NO. 82 BID OPENING 11/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/13 R.E. NAME: MUENCH, JOHN DATE OF THIS ESTIMATE 07/19/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 502,483.26 239,256,441.42 ADJUSTMENT OF COMPENSATION 135,832.90 128,204,008.01 EXTRA WORK 124,287.77 17,909,835.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 762,603.93 385,370,285.39 236 MOBILIZATION LS 27,236,600.0000 27,236,600.00 1.000 27,236,600 ORIGINAL CONTRACT AMOUNT 272,366,000.00 TOTAL WORK COMPLETED 762,603.93 412,606,885.39 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -7,761,666.96 TOTAL 762,603.93 404,845,218.43 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 01/03/07 1500 01/18/07 01/18/07 06/28/13 1500 41 835 0 99% 99% PROGRESS IS SATISFACTORY PENDING CCO MUENCH, JOHN RESIDENT ENGINEER PROGRAM CAS145 DATE 07/19/13