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 01/13/12 EST. NO.43 TIME 12:03 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- 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 0321 2,578.09 E.W. @ F.A.(+) 042611 N 1404.0 0341-1 -938.79 102110 N 1532.0 DAO CORRECTING ENTRY 0343 7,667.05 050311 N 1474.0 004 0159 612.93 E.W. @ F.A.(+) 041311 N 1365.0 007 0194 254.42 E.W. @ F.A.(+) 110309 N 0735.0 013 0133 2,265.59 E.W. @ F.A.(+) 073010 N 1048.0 029 0040 40,320.00 E.W. @ L.S.(+) 101711 N NA0040 0041 274.54 E.W. @ F.A.(+) 082610 N 1159.2 0042 41,268.50 A.C. @ L.S.(+) 121911 N NA0042 052 0008 2,873.44 E.W. @ F.A.(+) 022511 N 1459.0 0022 3,558.27 090811 N 1540.0 076 0026 3,685.58 E.W. @ F.A.(+) 100610 N 1545.0 0027 3,803.63 012611 N 1546.0 078 0041 4,033.10 E.W. @ U.P (+) 111411 N NA0041 080 0018 1,172.08 E.W. @ F.A.(+) 031111 N 1424.0 084 0002 201,654.34 A.C. @ L.S.(+) 121911 N NA0002 315,082.77 TOTAL THIS ESTIMATE 6,096,397.12 TOTAL PREVIOUS ESTIMATE 6,411,479.89 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 01/13/12 EST. NO.43 TIME 12:03 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WATER METER FEES -6,480.00 08 BRITANNIA ACP -3,485.00 09 A/C COMPACTION TEST -5,438.68 17 CL II FAILED GRAD -2,400.00 17 CL IV FAILED GRAD -1,200.00 17 PCCP FAILED GRAD -4,600.00 17 FAILING CL II BASE -1,200.00 18 ITEM 79 DEDUCT -648.00 19 STRUCT. CONC AGGREG. -126.00 20 FAIL. ASPH CONC GRAD -877.50 21 FAILING ASPH CONC -3,150.00 21 AC BASE COMPLIANCE -877.50 22 AC CNTRCT COMPLIANCE -3,150.00 22 ACP REMOVAL -3,532.50 22 SIGN STR.SHOP INSPEC -5,000.00 22 FAILING AC GRADATION -1,753.85 24 FAILING CLII GRAD. -1,200.00 24 FAILING PCCP GRAD. -1,150.00 24 COMPACT. ITEMS 80,81 -116,287.90 28 FAIL. COMPACTION, 80 -12,916.86 29 FAIL. COMPACTION 80 -10,568.77 30 DEDUCT STRUC CONC AG -108.00 36 O/S CEM 4401 -5,000.00 41 AC CONTRACT COMPL 3,150.00 42 ASPHALT CONC BASE 877.50 42 RECD CEM 4401 5,000.00 42 0.00 -182,123.06 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 05 DOCS RECD 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS MAY -10,000.00 02 O/S PRS JUNE -10,000.00 04 O/S PRS JULY -10,000.00 05 PRS RECD MAY 10,000.00 05 O/S PRS AUG -10,000.00 06 PRS RECD JULY 10,000.00 06 O/S PRS SEPT -10,000.00 07 PRS RECD AUG 10,000.00 07 O/S PRS OCT -10,000.00 08 O/S PRS NOV -10,000.00 09 PRS RECD JUNE 10,000.00 09 O/S PRS DEC -10,000.00 10 PRS RECD SEPT 10,000.00 10 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 01/13/12 EST. NO.43 TIME 12:03 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS JAN -10,000.00 11 PRS RECD OCT 10,000.00 11 PRS RECD DEC 10,000.00 11 O/S PRS FEB 09 -10,000.00 12 PRS RECD JAN 09 10,000.00 12 O/S PRS MARCH 09 -10,000.00 13 PRS RECD NOV 10,000.00 13 O/S PRS APRIL -10,000.00 14 PRS RECD FEB 10,000.00 14 PRS RECD MAR 10,000.00 14 O/S PRS MAY 09 -10,000.00 15 PRS RECD APRIL 09 10,000.00 15 O/S PRS JUNE -10,000.00 16 O/S PRS JULY -10,000.00 17 PRS RECD MAY 10,000.00 17 O/S PRS AUG -10,000.00 18 PRS RECD JUNE 10,000.00 18 O/S PRS SEPT -10,000.00 19 PRS RECD JULY 10,000.00 19 PRS RECD AUG 10,000.00 19 O/S PRS OCT 09 -4,000.00 20 PRTL PRS RECD SEPT 8,000.00 20 O/S PRS NOV 09 -5,000.00 21 O/S PRS DEC -2,000.00 22 PRTL PRS RECD OCT 3,000.00 22 PRTL PRS RECD NOV 4,000.00 22 PRTL PRS RECD SEPT 1,000.00 22 O/S PRS JAN -1,000.00 23 PRS RECD OCT 1,000.00 23 PRS RECD NOV 1,000.00 23 PRS RECD SEPT 1,000.00 23 PRTL PRS RECD DEC 1,000.00 23 O/S PRS FEB -2,000.00 24 PRS RECD DEC 1,000.00 24 PRS RECD JAN 1,000.00 24 O/S PRS MARCH 10 -2,000.00 26 O/S PRS APRIL -1,000.00 27 PRTL PRS FEB 1,000.00 27 O/S PRS MAY -3,000.00 28 PRTL PRS MARCH 1,000.00 28 O/S PRS JUNE -1,000.00 29 PRS RECD FEB 1,000.00 29 PRS RECD MARCH 1,000.00 29 PRTL PRS MAY 2,000.00 29 O/S PRS JULY -1,000.00 30 O/S PRS AUG -1,000.00 32 PRS RECD APR 1,000.00 32 O/S PRS SEPT -3,000.00 33 PRS RECD MAY 1,000.00 33 O/S PRS OCT -2,000.00 34 O/S PRS NOV -2,000.00 35 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 01/13/12 EST. NO.43 TIME 12:03 PM R.E. NAME: OLSON, TED 11-091824 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD JULY 1,000.00 35 PRTL PRS RECD SEPT 1,000.00 35 PRTL PRS RECD OCT 1,000.00 35 O/S PRS DEC -2,000.00 36 O/S PRS JAN -2,000.00 37 PRS RECD JUNE 10 1,000.00 37 PRS RECD AUG 10 1,000.00 37 PRS RECD NOV 10 2,000.00 37 O/S PRS FEB -3,000.00 38 PRTL PRS RECD SEPT10 1,000.00 38 O/S PRS MARCH -3,000.00 39 PRS RECD OCT 10 1,000.00 39 PRTL PRS RECD DEC 10 1,000.00 39 O/S PRS APRIL 2011 -5,000.00 40 PRS RECD SEPT 2010 1,000.00 40 DEC 10 REC'D 1,000.00 41 FEB 10 REC'D 3,000.00 41 JAN 11 REC'D 2,000.00 41 RECD APR 11 PRS 5,000.00 43 RECD MAR 11 PRS 3,000.00 43 8,000.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S 2402(F) 2403(F) -10,000.00 41 0.00 -10,000.00 TOTAL DEDUCTIONS 8,000.00 -192,123.06 PROGRAM CAS145 PAGE 1 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 LOCATION SEMI-FINAL ESTIMATE 11-SD-905-R8.6/R11.6 ------------------- SKANKSA USA CIVIL WEST IN SAN DIEGO COUNTY IN SAN DIEGO CALIFORNIA DISTRICT INC. FROM 0.6 KM EAST OF CACTUS ROAD TO 9543-4 HEINRICH HERTZ DRIVE 0.3 KM WEST OF THE MEXICO BORDER SAN DIEGO,CA 92154 FED. AID NO. HPLU-6211(71)N ,HPLU-6211(72)N ,HPLU-6211(73)N CONSTRUCT NEW FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 60,000.0000 60,000.00 1.000 60,000.00 002 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,635,000.00 666.000 1,665,000.00 003 TEMPORARY FENCE (TYPE ESA) M 15.0000 16,800.00 1,764.000 26,460.00 004 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 1.000 135,000.00 005 PREPARE STORM WATER POLLUTION LS 7,000.0000 7,000.00 1.000 7,000.00 PREVENTION PLAN 006 TEMPORARY EROSION CONTROL M2 0.1500 274,500.00 902,729.380 135,409.41 (S) 007 TEMPORARY FIBER ROLL M 5.2500 316,575.00 29,944.600 157,209.15 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 47,000.00 18.000 18,000.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 169,000.00 14.000 91,000.00 010 MOVE-IN/MOVE-OUT EA 450.0000 2,700.00 9.000 4,050.00 (S) (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 72,000.00 30.000 12,000.00 012 STREET SWEEPING LS 125,000.0000 125,000.00 1.000 125,000.00 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 55,000.0000 55,000.00 1.000 55,000.00 014 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 015 TRAFFIC CONTROL SYSTEM LS 125,000.0000 125,000.00 1.000 125,000.00 (S) 016 TYPE III BARRICADE EA 300.0000 8,700.00 53.000 15,900.00 (S) 017 BARRICADE (LEFT IN PLACE) EA 300.0000 3,000.00 17.000 5,100.00 (S) 018 TEMPORARY PAVEMENT MARKING (PAINT) M2 30.0000 6,300.00 277.530 8,325.90 (S) 019 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 32,200.00 44,798.000 44,798.00 (S) 020 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 13,200.00 212.000 12,720.00 (S) 021 CHANNELIZER (SURFACE MOUNTED) EA 50.0000 2,000.00 128.000 6,400.00 (S) (LEFT IN PLACE) 022 TEMPORARY PAVEMENT MARKER EA 4.0000 9,640.00 2,766.000 11,064.00 PROGRAM CAS145 PAGE 2 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 100,000.00 10.000 100,000.00 (S) 024 TEMPORARY RAILING (TYPE K) M 50.0000 368,000.00 7,949.900 397,495.00 (S) 025 TRAFFIC PLASTIC DRUM EA 90.0000 15,300.00 168.000 15,120.00 (S) 026 TEMPORARY CRASH CUSHION MODULE EA 365.0000 98,550.00 148.000 54,020.00 (S) 027 TEMPORARY CRASH CUSHION (ADIEM-350) EA 7,000.0000 35,000.00 7.000 49,000.00 (S) 028 ABANDON CULVERT EA 5,000.0000 15,000.00 5.000 25,000.00 029 ABANDON INLET EA 1,400.0000 2,800.00 2.000 2,800.00 030 ABANDON WATER LINE EA 4,000.0000 44,000.00 12.000 48,000.00 031 REMOVE CHAIN LINK FENCE M 20.0000 11,400.00 1,775.100 35,502.00 032 REMOVE METAL BEAM GUARD RAILING M 35.0000 17,500.00 422.500 14,787.50 033 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 4.5000 19,485.00 6,261.000 28,174.50 034 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 7.0000 8,190.00 2,162.010 15,134.07 MARKING 035 REMOVE ROADSIDE SIGN EA 125.0000 5,000.00 100.000 12,500.00 036 REMOVE MANHOLE EA 1,200.0000 4,800.00 0.000 0.00 037 REMOVE BASE AND SURFACING M3 40.0000 680.00 1,253.460 50,138.40 038 RESET ROADSIDE SIGN EA 275.0000 4,125.00 0.000 0.00 039 RELOCATE HYDRANT EA 6,500.0000 13,000.00 2.000 13,000.00 040 RELOCATE ROADSIDE SIGN EA 275.0000 4,125.00 9.000 2,475.00 041 ADJUST INLET EA 3,000.0000 3,000.00 1.000 3,000.00 042 ADJUST FRAME AND COVER TO GRADE EA 3,000.0000 6,000.00 2.000 6,000.00 043 ADJUST SEWER MANHOLE EA 2,000.0000 6,000.00 8.000 16,000.00 044 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 11,850.00 8,447.900 25,343.70 (S) 045 REMOVE CONCRETE M3 100.0000 9,200.00 512.979 51,297.90 046 CLEARING AND GRUBBING LS 400,000.0000 400,000.00 1.000 400,000.00 047 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 1.000 70,000.00 048 ROADWAY EXCAVATION M3 3.4500 4,519,500.00 1,572,588.334 5,425,429.75 049 LEAD COMPLIANCE PLAN LS 70,000.0000 70,000.00 1.000 70,000.00 (S) PROGRAM CAS145 PAGE 3 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) M3 12.5000 164,500.00 13,160.000 164,500.00 (F) 051 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 13,200.00 900.600 18,012.00 052 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 195,750.00 7,830.000 195,750.00 (F) 053 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 29,600.00 646.100 25,844.00 054 PERVIOUS BACKFILL MATERIAL (RETAINING M3 125.0000 9,875.00 40.400 5,050.00 WALL) 055 GRAVEL BLANKET M3 65.0000 148,850.00 0.000 0.00 056 SAND BACKFILL M3 145.0000 17,400.00 429.350 62,255.75 057 LEAN CONCRETE BACKFILL M3 165.0000 483,450.00 2,930.000 483,450.00 (F) 058 DITCH EXCAVATION M3 6.0000 30,300.00 2,389.050 14,334.30 059 HIGHWAY PLANTING LS 155,000.0000 155,000.00 1.000 155,000.00 (S) 060 DUFF M2 1.0000 9,240.00 34,620.000 34,620.00 061 BONDED FIBER MATRIX (EROSION CONTROL) KG 1.8000 14,832.00 7,651.540 13,772.77 (S) 062 FIBER (EROSION CONTROL) KG 0.7000 44,380.00 88,541.180 61,978.83 (S) 063 FIBER ROLLS M 7.0000 429,800.00 46,143.950 323,007.65 064 COMPOST (EROSION CONTROL) M3 700.0000 112,000.00 224.608 157,225.60 (S) 065 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 450.0000 2,700.00 3.000 1,350.00 (S) 066 PURE LIVE SEED (EROSION CONTROL)(TYPE 2) KG 425.0000 15,300.00 33.690 14,318.25 (S) 067 PURE LIVE SEED (EROSION CONTROL)(TYPE 3) KG 130.0000 237,900.00 53.400 6,942.00 2,361.340 306,974.20 (S) 068 PURE LIVE SEED (EROSION CONTROL)(TYPE 4) KG 100.0000 1,800.00 32.760 3,276.00 (S) 069 PURE LIVE SEED (EROSION CONTROL)(TYPE 5) KG 230.0000 21,390.00 87.220 20,060.60 (S) 070 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 840.00 1,413.000 1,413.00 (S) 071 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 11,790.00 11,090.320 16,635.48 (S) 072 PLANT ESTABLISHMENT WORK LS 70,000.0000 70,000.00 1.000 70,000.00 (S) 073 IRRIGATION SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 (S) 074 NPS 3 SUPPLY LINE (BRIDGE) M 350.0000 126,000.00 531.200 185,920.00 075 WATER METER EA 40,000.0000 40,000.00 1.000 40,000.00 (S) 076 200 MM CORRUGATED HIGH DENSITY M 175.0000 112,000.00 660.000 115,500.00 (S) POLYETHYLENE PIPE CONDUIT PROGRAM CAS145 PAGE 4 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 CLASS 4 AGGREGATE SUBBASE M3 17.0000 1,227,400.00 4,485.000 76,245.00 73,702.000 1,252,934.00 078 CLASS 2 AGGREGATE BASE M3 39.0000 2,624,700.00 -2,533.550 -98,808.45 72,767.000 2,837,913.00 079 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 400.0000 8,000.00 13.950 5,580.00 (S) 080 ASPHALT CONCRETE (TYPE A) TONN 70.0000 4,249,000.00 1,009.710 70,679.70 66,027.780 4,621,944.60 081 ASPHALT CONCRETE BASE (TYPE A) TONN 65.0000 2,125,500.00 36,128.800 2,348,372.00 082 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,860.00 6,560.600 39,363.60 083 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 25.0000 40,500.00 2,020.870 50,521.75 AREA) 084 ASPHALTIC EMULSION (PAINT BINDER) TONN 350.0000 42,000.00 74.210 25,973.50 085 CONCRETE PAVEMENT M3 197.0000 4,925,000.00 174.560 34,388.32 26,526.290 5,225,679.13 086 SEAL PAVEMENT JOINT M 3.0000 233,100.00 40,732.000 122,196.00 087 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 088 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 630,000.00 1,800.000 630,000.00 (F) 089 STRUCTURAL CONCRETE, BRIDGE M3 605.0000 3,853,850.00 6,370.000 3,853,850.00 (F) 090 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 246,750.00 410.310 215,412.75 091 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 70,500.00 47.000 70,500.00 (F) (TYPE EQ) 092 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 558,000.00 620.000 558,000.00 (F) (TYPE N) 093 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,500.0000 13,500.00 21.680 32,520.00 094 CLASS 1 CONCRETE (BOX CULVERT) M3 440.0000 2,494,800.00 5,785.550 2,545,642.00 095 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 627,000.00 544.600 816,900.00 (F) 096 ARCHITECTURAL TEXTURE (STAMPED CONCETE) M2 95.0000 118,750.00 1,250.000 118,750.00 (F) 097 FRACTURED RIB TEXTURE M2 100.0000 78,000.00 689.000 68,900.00 098 JOINT SEAL (TYPE A) M 65.0000 2,795.00 39.600 2,574.00 (S) 099 JOINT SEAL (TYPE AL) M 80.0000 6,240.00 82.000 6,560.00 (S) 100 JOINT SEAL (MR 30 MM) M 85.0000 8,500.00 97.900 8,321.50 (S) 101 JOINT SEAL (MR 40 MM) M 180.0000 36,540.00 198.500 35,730.00 (S) 102 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 1,385,500.00 815,000.000 1,385,500.00 (SF) 103 BAR REINFORCING STEEL (RETAINING WALL) KG 3.3000 56,100.00 14,314.000 47,236.20 (S) PROGRAM CAS145 PAGE 5 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 BAR REINFORCING STEEL (BOX CULVERT) KG 1.6000 1,315,680.00 852,161.000 1,363,457.60 (S) 105 HEADED BAR REINFORCEMENT EA 15.0000 1,080.00 72.000 1,080.00 (SF) 106 WELDED WIRE FABRIC M2 12.0000 4,680.00 0.000 0.00 (S) (150 MM X 150 MM,W1.4 X W1.4) 107 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.5000 184,000.00 12,727.000 146,360.50 108 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 32,000.00 12,727.000 25,454.00 (S) 109 FURNISH SIGN STRUCTURE (TRUSS) KG 9.2500 1,609,500.00 142,646.000 1,319,475.50 110 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 174,000.00 142,646.000 142,646.00 (S) 111 FURNISH LAMINATED PANEL SIGN M2 185.0000 111,000.00 281.500 52,077.50 (25.4 MM-TYPE A) 112 FURNISH LAMINATED PANEL SIGN M2 190.0000 19,000.00 70.660 13,425.40 (25.4 MM-TYPE B) 113 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 30,000.00 136.200 13,620.00 (1.6 MM-UNFRAMED) 114 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.0000 16,500.00 98.650 10,851.50 (2.0 MM-UNFRAMED) 115 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 13,500.00 13.870 1,872.45 (1.6 MM-FRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN M2 145.0000 14,500.00 63.270 9,174.15 (2.0 MM-FRAMED) 117 920 MM CAST-IN-DRILLED-HOLE M 2,150.0000 92,450.00 29.800 64,070.00 (S) CONCRETE PILE (SIGN FOUNDATION) 118 1524 MM CAST-IN-DRILLED-HOLE M 3,600.0000 468,000.00 125.600 452,160.00 (S) CONCRETE PILE (SIGN FOUNDATION) 119 METAL (BARRIER MOUNTED SIGN) KG 26.0000 5,200.00 0.000 0.00 120 INSTALL SIGN PANEL ON BARRICADE EA 50.0000 900.00 94.000 4,700.00 121 HABITAT RESTORATION SIGN EA 50.0000 350.00 0.000 0.00 122 ROADSIDE SIGN - ONE POST EA 385.0000 69,300.00 134.000 51,590.00 123 ROADSIDE SIGN - TWO POST EA 1,100.0000 22,000.00 30.000 33,000.00 124 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 4,050.00 83.000 6,225.00 METHOD) 125 PREPARE AND PAINT CONCRETE M2 25.0000 14,000.00 545.800 13,645.00 (S) 126 450 MM ALTERNATIVE PIPE CULVERT M 155.0000 26,350.00 138.000 21,390.00 127 600 MM ALTERNATIVE PIPE CULVERT M 165.0000 800,250.00 4,955.000 817,575.00 128 750 MM ALTERNATIVE PIPE CULVERT M 150.0000 36,000.00 371.000 55,650.00 129 900 MM ALTERNATIVE PIPE CULVERT M 190.0000 93,100.00 450.000 85,500.00 130 1050 MM ALTERNATIVE PIPE CULVERT M 250.0000 55,000.00 249.000 62,250.00 PROGRAM CAS145 PAGE 6 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 1200 MM ALTERNATIVE PIPE CULVERT M 315.0000 9,135.00 0.000 0.00 132 450 MM REINFORCED CONCRETE PIPE M 150.0000 57,000.00 308.000 46,200.00 133 600 MM REINFORCED CONCRETE PIPE M 235.0000 249,100.00 952.000 223,720.00 134 750 MM REINFORCED CONCRETE PIPE M 250.0000 35,000.00 0.000 0.00 135 750 MM REINFORCED CONCRETE PIPE M 475.0000 66,500.00 0.000 0.00 (SEWER PIPE ENCASEMENT) 136 900 MM REINFORCED CONCRETE PIPE M 300.0000 48,000.00 50.000 15,000.00 137 1200 MM REINFORCED CONCRETE PIPE M 440.0000 96,800.00 251.000 110,440.00 138 1500 MM REINFORCED CONCRETE PIPE M 1,000.0000 96,000.00 62.000 62,000.00 139 1680 MM REINFORCED CONCRETE PIPE M 735.0000 24,255.00 15.000 11,025.00 140 450 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 3,000.00 0.000 0.00 141 GRATED LINE DRAIN M 700.0000 35,000.00 74.000 51,800.00 142 900 MM CORRUGATED STEEL PIPE RISER M 3,500.0000 10,500.00 0.000 0.00 (2.77 MM THICK) 143 1850 MM WELDED STEEL PIPE CASING M 5,500.0000 1,375,000.00 0.000 0.00 (10 MM) 144 1500 MM WELDED STEEL CASING M 3,800.0000 760,000.00 0.000 0.00 145 750 MM WELDED STEEL PIPE (9.53 MM) M 2,000.0000 440,000.00 0.000 0.00 146 450 MM CEMENT MORTAR LINED AND COATED M 545.0000 485,050.00 427.000 232,715.00 WATER MAIN 147 300 MM CEMENT MORTAR LINED AND COATED M 485.0000 174,600.00 352.000 170,720.00 WATER MAIN 148 510 MM CEMENT MORTAR LINED AND COATED M 590.0000 1,056,100.00 1,538.000 907,420.00 WATER MAIN 149 50 MM TYPE K COPPER PIPE M 225.0000 47,250.00 182.500 41,062.50 150 300 MM CEMENT MORTAR LINED AND COATED M 750.0000 75,000.00 101.000 75,750.00 RECLAIMED WATER MAIN 151 450 MM CONCRETE FLARED END SECTION EA 1,000.0000 2,000.00 0.000 0.00 152 600 MM CONCRETE FLARED END SECTION EA 1,000.0000 7,000.00 8.000 8,000.00 153 750 MM CONCRETE FLARED END SECTION EA 2,000.0000 2,000.00 0.000 0.00 154 600 MM ALTERNATIVE FLARED END SECTION EA 950.0000 8,550.00 8.000 7,600.00 155 900 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 1,200.00 4.000 4,800.00 156 1050 MM ALTERNATIVE FLARED END SECTION EA 1,700.0000 3,400.00 0.000 0.00 157 100 MM GATE VALVE EA 500.0000 2,000.00 5.000 2,500.00 9.000 4,500.00 PROGRAM CAS145 PAGE 7 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 150 MM GATE VALVE EA 500.0000 1,000.00 8.000 4,000.00 8.000 4,000.00 159 300 MM GATE VALVE EA 1,800.0000 1,800.00 1.000 1,800.00 160 100 MM BLOW OFF ASSEMBLY EA 4,800.0000 28,800.00 5.000 24,000.00 161 150 MM BLOW OFF ASSEMBLY EA 5,500.0000 44,000.00 5.000 27,500.00 162 50 MM BLOW OFF ASSEMBLY EA 4,500.0000 9,000.00 0.000 0.00 163 400 MM BUTTERFLY VALVE, CLASS 250 EA 3,500.0000 7,000.00 2.000 7,000.00 164 450 MM BUTTERFLY VALVE, CLASS 250 EA 4,500.0000 27,000.00 5.000 22,500.00 165 500 MM BUTTERFLY VALVE, CLASS 250 EA 5,000.0000 15,000.00 2.000 10,000.00 166 600 MM BUTTERFLY VALUE, CLASS 250 EA 7,000.0000 14,000.00 1.000 7,000.00 167 100 MM COMBINATION AIR RELEASE AND EA 6,500.0000 39,000.00 4.000 26,000.00 AIR VACCUM VALUE 168 50 MM COMBINATION AIR RELEASE AND EA 6,500.0000 32,500.00 4.000 26,000.00 AIR VACCUM VALUE 169 900 MM REINFORCED CONCRETE PIPE RISER M 850.0000 23,800.00 41.400 35,190.00 170 900 MM REINFORCED CONCRETE PIPE RISER M 800.0000 4,000.00 6.300 5,040.00 (MODIFIED) 171 900 MM OPEN CONCRETE PIPE RISER M 900.0000 3,600.00 5.650 5,085.00 (MODIFIED) 172 CATHODIC PROTECTION TEST STATION EA 3,500.0000 87,500.00 27.000 94,500.00 (S) 173 100 MM POLYVINYL CHLORIDE PIPE M 140.0000 1,400.00 0.000 0.00 (S) 174 300 MM FLEXIBLE EXPANSION JOINT EA 7,500.0000 45,000.00 6.000 45,000.00 (S) W/MECHANICAL JOINT ENDS 175 380 MM POLYVINYL CHLORIDE SEWER PIPE M 350.0000 161,000.00 72.000 25,200.00 (S) 176 SEWER MANHOLE FRAME AND COVER EA 1,500.0000 10,500.00 3.000 4,500.00 (S) 177 SEWER MANHOLE B EA 8,000.0000 56,000.00 3.000 24,000.00 (S) 178 CLASS 4 CONCRETE (BACKFILL) M3 245.0000 68,600.00 134.440 32,937.80 179 ROCK SLOPE PROTECTION M3 75.0000 19,500.00 911.960 68,397.00 (1/4 TON, METHOD B) 180 ROCK SLOPE PROTECTION M3 150.0000 22,500.00 93.892 14,083.80 (FACING, METHOD B) 181 ROCK SLOPE PROTECTION M3 120.0000 3,600.00 3.690 442.80 50.120 6,014.40 (BACKING NO. 1, METHOD B) 182 CONCRETE (APRON AND DITCH LINING) M3 500.0000 395,000.00 493.210 246,605.00 183 SLOPE PAVING (STAMPED CONCRETE) M2 210.0000 86,100.00 410.000 86,100.00 (F) 184 ROCK SLOPE PROTECTION FABRIC M2 6.0000 53,100.00 2,157.213 12,943.28 PROGRAM CAS145 PAGE 8 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 MINOR CONCRETE (MISCELLANEOUS M3 415.0000 527,050.00 1,632.658 677,553.07 CONSTRUCTION) 186 MINOR CONCRETE (TEXTURED PAVING) M2 8.0000 38,640.00 5,099.600 40,796.80 187 MINOR CONCRETE (GORE PAVING) M3 625.0000 200,000.00 313.900 196,187.50 188 MINOR CONCRETE (RAISED MEDIAN) M3 750.0000 210,000.00 300.670 225,502.50 189 MISCELLANEOUS IRON AND STEEL KG 3.5000 83,650.00 29,650.000 103,775.00 (S) 190 MISCELLANEOUS METAL (BRIDGE) KG 6.5000 9,555.00 1,470.000 9,555.00 (SF) 191 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 24,600.00 1,357.000 27,140.00 (SF) 192 WILDLIFE FENCE M 140.0000 196,000.00 0.000 0.00 (S) 193 CHAIN LINK FENCE M 67.0000 625,780.00 10,102.000 676,834.00 (S) (TYPE CL-1.8, 25 MM X 25 MM MESH) 194 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 850.0000 5,100.00 5.000 4,250.00 (S) 195 1.8 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 4,500.00 5.000 4,500.00 (S) 196 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 3,200.00 18.000 14,400.00 (S) 197 DELINEATOR (CLASS 1) EA 45.0000 9,900.00 204.000 9,180.00 198 MILEPOST MARKER EA 75.0000 750.00 10.000 750.00 199 GUARD RAILING DELINEATOR EA 20.0000 5,200.00 186.000 3,720.00 200 OBJECT MARKER EA 75.0000 750.00 10.000 750.00 201 METAL BEAM GUARD RAILING M 85.0000 30,600.00 495.300 42,100.50 (S) 202 CHAIN LINK RAILING (TYPE 7) M 245.0000 36,505.00 149.000 36,505.00 (F) 203 CONCRETE BARRIER (TYPE K) M 95.0000 19,000.00 0.000 0.00 204 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 59,600.00 149.000 59,600.00 (F) 205 SINGLE THRIE BEAM BARRIER (WOOD POST) M 105.0000 106,050.00 786.580 82,590.90 (S) 206 DOUBLE THRIE BEAM BARRIER (WOOD POST) M 122.0000 335,500.00 2,800.000 341,600.00 (S) 207 CABLE RAILING M 65.0000 13,585.00 309.000 20,085.00 (F) 208 TRANSITION RAILING (TYPE STB) EA 4,000.0000 8,000.00 0.000 0.00 (S) 209 TRANSITION RAILING (TYPE WB) EA 3,600.0000 28,800.00 10.000 36,000.00 (S) 210 TRANSITION RAILING (TYPE DTB) EA 4,100.0000 8,200.00 3.000 12,300.00 (S) 211 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 12,750.00 23.000 17,250.00 (S) PROGRAM CAS145 PAGE 9 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 END ANCHOR ASSEMBLY (TYPE CA) EA 1,200.0000 3,600.00 2.000 2,400.00 (S) 213 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 10,500.00 1.000 3,500.00 (S) 214 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 42,500.00 21.000 52,500.00 (S) 215 CRASH CUSHION (TYPE CAT) EA 6,500.0000 13,000.00 2.000 13,000.00 (S) 216 CRASH CUSHION (REACT 9CBB) EA 52,000.0000 156,000.00 1.000 52,000.00 (S) 217 CONCRETE BARRIER (TYPE 60) M 180.0000 257,400.00 1,062.800 191,304.00 218 CONCRETE BARRIER (TYPE 60C) M 400.0000 20,000.00 0.000 0.00 219 CONCRETE BARRIER (TYPE 60D) M 225.0000 15,750.00 0.000 0.00 220 CONCRETE BARRIER (TYPE 736A) M 300.0000 39,000.00 42.400 12,720.00 221 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 117,250.00 469.000 117,250.00 (F) 222 CONCRETE BARRIER (TYPE 736B) M 435.0000 21,750.00 438.342 190,678.77 223 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 24,000.00 899.940 35,997.60 (S) 224 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 13,500.00 4,331.000 12,993.00 (S) 225 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 800.00 3,150.000 3,150.00 (S) (BROKEN 3.66 M - 0.92 M) 226 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 720.00 330.000 1,320.00 (S) (BROKEN 1.83 M - 0.30 M) 227 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 400.00 627.000 627.00 (S) (BROKEN 5.18 M - 2.14 M) 228 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 45,000.00 64,830.000 48,622.50 (S) 229 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 9,600.00 5,751.000 11,502.00 (S) 230 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 10,500.00 5,065.000 17,727.50 (S) 231 SIGNAL AND LIGHTING (LOCATION 1) LS 180,000.0000 180,000.00 1.000 180,000.00 (S) 232 SIGNAL AND LIGHTING (LOCATION 2) LS 170,000.0000 170,000.00 1.000 170,000.00 (S) 233 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 1.000 120,000.00 (S) 234 SIGNAL AND LIGHTING (LOCATION 4) LS 175,000.0000 175,000.00 1.000 175,000.00 (S) 235 SIGNAL AND LIGHTING (LOCATION 5) LS 210,000.0000 210,000.00 1.000 210,000.00 (S) 236 SIGNAL AND LIGHTING LS 160,000.0000 160,000.00 1.000 160,000.00 (S) (CITY STREET LOCATION 1) 237 SIGNAL AND LIGHTING LS 100,000.0000 100,000.00 1.000 100,000.00 (S) (CITY STREET LOCATION 2) 238 SIGNAL AND LIGHTING LS 10,000.0000 10,000.00 1.000 10,000.00 (S) (CITY STREET LOCATION 3) PROGRAM CAS145 PAGE 10 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 239 LIGHTING (CITY STREET) LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 240 LIGHTING AND SIGN ILLUMINATION LS 565,000.0000 565,000.00 1.000 565,000.00 (S) 241 SPRINKLER CONTROL CONDUIT (BRIDGE) M 45.0000 8,100.00 240.000 10,800.00 (SF) 242 TRAFFIC MONITORING STATION (LOCATION 1) LS 25,000.0000 25,000.00 1.000 25,000.00 (SF) 243 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 244 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 245 FIBER OPTIC COMMUNICATION SYSTEM LS 100,000.0000 1,100,000.00 1.000 1,100,000.00 (S) 246 RAMP METERING SYSTEM (LOCATION 1) LS 80,000.0000 80,000.00 1.000 80,000.00 (S) 247 RAMP METERING SYSTEM (LOCATION 2) LS 62,000.0000 62,000.00 1.000 62,000.00 (S) 248 RAMP METERING SYSTEM (LOCATION 3) LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 249 REMOVE EXISTING SIGNAL SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 250 150 MM FIRE HYDRANT ASSEMBLY EA 8,000.0000 40,000.00 7.000 56,000.00 PROGRAM CAS145 PAGE 11 DATE 01/13/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091824 TIME 12:03 PM ESTIMATE NO. 43 BID OPENING 12/13/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/30/11 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 01/13/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 96,389.37 53,943,192.76 ADJUSTMENT OF COMPENSATION 242,922.84 1,448,588.46 EXTRA WORK 72,159.93 4,962,891.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 411,472.14 60,354,672.65 251 MOBILIZATION LS 800,000.0000 5,800,000.00 1.000 5,800,000.00 ORIGINAL CONTRACT AMOUNT 61,864,667.00 TOTAL WORK COMPLETED 411,472.14 66,154,672.65 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 8,000.00 -192,123.06 TOTAL 419,472.14 65,962,549.59 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 02/27/08 905 04/22/08 04/21/08 06/30/11 655 49 93 0 100% 100% OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 DATE 01/13/12