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 04/04/12 EST. NO.40 TIME 02:11 PM R.E. NAME: MOEN, MIKE 11-2T0004 --------------------------------------------------------------------------- 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 0452 165.90 E.W. @ F.A.(+) 061410 N 0674.0 0474 165.92 072310 N 0708.0 0524 369.06 091510 N 0762.0 0601 7,227.31 030411 N 0908.0 0625 1,437.60 011211 N 1008.0 0627 524.00 072009 N 0334.0 0628 3,549.36 021210 N 0543.0 0629 2,569.56 071510 N 0704.0 0630 679.91 111708 N 1013.0 0631 1,070.76 031211 N 1018.0 0632 3,231.76 081610 N 1019.0 0633 3,622.50 032311 N 1016.0 006 0080 515.05 E.W. @ F.A.(+) 112509 N 0461.0 0217 121.80 022411 N 0836.0 0237 572.97 123009 N 1003.0 0245 628.06 111010 N 0790.0 0246 2,882.61 112410 N 0800.0 0247 719.00 022311 N 1020.0 0248 6,789.81 021910 N 0552.0 057 0004 2,933.33 E.W. @ F.A.(+) 091610 N 0871.0 062 0001 2,334.26 E.W. @ F.A.(+) 011311 N 0920.0 063 0001 30,052.76 A.C. @ L.S.(+) 011712 N 1 0 066 0016 2,679.46 E.W. @ F.A.(+) 052311 N 0927.0 0018 597.12 052311 N 0966.0 0022 866.01 052311 N 0979.0 0025 885.20 032511 N 1012.0 0026 1,150.82 032811 N 0918.0 0027 340.61 032811 N 0919.0 0028 1,593.84 031811 N 0955.0 0029 249.71 032311 N 0956.0 0030 416.51 032811 N 0957.0 0031 166.62 032411 N 0958.0 0032 666.54 032511 N 0959.0 0033 2,121.17 052711 N 0932.0 0034 746.07 031711 N 0954.0 0035 1,005.40 040811 N 0981.0 0036 3,622.50 060911 N 1014.0 0037 1,287.43 061011 N 1015 0 90,558.30 TOTAL THIS ESTIMATE 6,650,731.70 TOTAL PREVIOUS ESTIMATE 6,741,290.00 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 04/04/12 EST. NO.40 TIME 02:11 PM R.E. NAME: MOEN, MIKE 11-2T0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING EQUIP LISTS -2,000.00 01 VAR MISSING CERTS -31,000.00 01 CEM-1201/HC-45 -4,000.00 02 MISSING EQUIP LISTS -12,000.00 02 VAR MISSING RELEASES -1,250.83 02 CEM-1201/HC-45 4,000.00 04 CERTS/RELEASES -13,765.50 04 EQUIPMENT LISTS 10,000.00 04 CERTS/RELEASES 27,531.00 05 CERTS/RELEASES -23,336.70 06 EQUIPMENT LISTS -3,000.00 06 CERTS/RELEASES 784.12 07 EQUIPMENT LISTS 1,000.00 07 AC REL. COMPACTION -3,334.52 08 CERTS/RELEASES -9,276.79 08 EQUIPMENT LISTS 2,000.00 08 CERTS/RELEASES 35,209.42 09 FLAGGING CERTS -2,000.00 09 CERTS/RELEASES 8,596.60 10 EQUIPMENT LISTS 1,000.00 10 FLAGGING CERTS -11,000.00 10 CERTS/RELEASES 3,000.00 11 FLAGGING CERTS/MISC 12,000.00 11 CERTS/RELEASES 1,225.80 12 EQUIPMENT LISTS -4,000.00 12 FLAGGING/CERTS 1,000.00 17 RELEASES/CERTS -11,735.10 17 RELEASES/CERTS -7,207.50 18 EQUIPMENT LISTS 9,000.00 19 MATLS, OUT-OF-SPEC 3,334.52 19 RELEASES/CERTS 14,017.98 19 AC(A)AC BASE REL CO -280.25 37 FAILED TEST AC BASE -500.00 37 MISSING CERTS/EQUIP 5,207.50 37 O/S CEM 4401 -5,000.00 37 REC'D CEM 4401 5,000.00 38 0.00 -780.25 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 04 DOCS RECD 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JUNE -10,000.00 02 O/S PRS JULY -10,000.00 04 O/S PRS AUG -10,000.00 06 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 04/04/12 EST. NO.40 TIME 02:11 PM R.E. NAME: MOEN, MIKE 11-2T0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS SEPT -10,000.00 07 O/S PRS OCT -10,000.00 08 PRS RECD JUNE 10,000.00 08 PRS RECD JULY 10,000.00 08 O/S PRS NOV -10,000.00 09 PRS RECD SEPT 10,000.00 09 PRS RECD OCT 10,000.00 09 O/S PRS DEC -10,000.00 10 PRS RECD AUG 10,000.00 10 O/S PRS JAN -10,000.00 11 O/S PRS FEB 09 -10,000.00 12 O/S PRS MARCH -10,000.00 13 PRS RECD DEC 10,000.00 13 PRS RECD JAN 10,000.00 13 O/S PRS APRIL -10,000.00 14 PRS RECD MAR 10,000.00 14 O/S PRS MAY -10,000.00 15 PRS RECD NOV 10,000.00 15 PRS RECD FEB 10,000.00 15 O/S PRS JUNE -10,000.00 16 PRS RECD APRIL 10,000.00 16 O/S PRS JULY -10,000.00 17 O/S PRS AUG -10,000.00 18 PRS RECD MAY 10,000.00 18 O/S PRS SEPT -3,000.00 19 PRS RECD AUG 10,000.00 19 PRS RECD JUNE 10,000.00 19 PRS RECD JULY 10,000.00 19 O/S PRS OCT 09 -10,000.00 20 O/S PRS NOV -2,000.00 21 PRS RECD OCT 10,000.00 21 PRTL PRS SEPT 2,000.00 21 O/S PRS JAN -1,000.00 23 PRTL PRS RECD NOV 1,000.00 23 O/S PRS FEB -1,000.00 24 PRS RECD NOV 1,000.00 24 O/S PRS MARCH 10 -2,000.00 25 PRS RECD JAN 10 1,000.00 25 PRS RECD SEPT 09 1,000.00 25 O/S PRS APRIL -1,000.00 26 O/S PRS JUNE -1,000.00 28 PRS RECD FEB 1,000.00 28 PRS RECD MARCH 2,000.00 28 O/S PRS JULY -2,000.00 29 O/S PRS AUG -1,000.00 30 PRTL PRS JULY 1,000.00 30 O/S PRS SEPT -1,000.00 31 PRS RECD JUNE 1,000.00 31 PRS RECD AUG 1,000.00 31 O/S PRS OCT -1,000.00 32 PRS RECD JULY 1,000.00 32 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 04/04/12 EST. NO.40 TIME 02:11 PM R.E. NAME: MOEN, MIKE 11-2T0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS NOV -3,000.00 33 O/S PRS DEC -3,000.00 34 PRS RECD APR 10 1,000.00 36 PRS RECD SEPT 10 1,000.00 36 PRS RECD NOV 10 1,000.00 36 PRS RECD DEC 10 1,000.00 36 DEL JAN/INQ JUN 2011 -3,000.00 37 PRS RECD OCT 10 1,000.00 39 PRS RECD NOV 10 2,000.00 39 PRS RECD DEC 10 2,000.00 39 REC1 JAN/JUNE 11 3,000.00 39 0.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S 2402(F)2403(F) -10,000.00 37 2402(F)2403(F) 10,000.00 40 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -780.25 PROGRAM CAS145 PAGE 1 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 LOCATION SEMI-FINAL ESTIMATE 11-SD-52-17.0/17.7 ------------------- SKANSKA USA CIVIL WEST IN SAN DIEGO COUNTY IN AND NEAR 1995 AGUA MANSA ROAD SANTEE ON ROUTE 52 AND ON ROUTE 67 RIVERSIDE CA 92092-2405 FED. AID NO. HPLU-6211(75)E ,HPLU-6211(76)E CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 1.000 10,000.00 002 TIME-RELATED OVERHEAD WDAY 2,825.0000 1,737,375.00 690.000 1,949,250.00 003 TEMPORARY FENCE M 32.0000 83,200.00 2,457.000 78,624.00 004 TEMPORARY FENCE (TYPE ESA) M 13.0000 16,900.00 1,509.000 19,617.00 005 CONSTRUCTION SITE MANAGEMENT LS 140,000.0000 140,000.00 1.000 140,000.00 006 HEALTH AND SAFETY PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 007 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 (S) PREVENTION PLAN 008 TEMPORARY HYDRAULIC MULCH M2 0.3000 51,600.00 65,124.900 19,537.47 (S) 009 TEMPORARY FIBER ROLL M 4.3500 185,310.00 24,725.290 107,555.01 010 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,650.0000 36,500.00 10.000 36,500.00 011 TEMPORARY CONSTRUCTION ENTRANCE EA 5,250.0000 78,750.00 19.000 99,750.00 012 TEMPORARY CHECK DAM M 34.0000 65,620.00 1,456.000 49,504.00 013 MOVE-IN/MOVE-OUT EA 775.0000 1,550.00 5.000 3,875.00 (S) (TEMPORARY EROSION CONTROL) 014 TEMPORARY DRAINAGE INLET PROTECTION EA 400.0000 48,000.00 63.000 25,200.00 015 STREET SWEEPING LS 70,000.0000 70,000.00 1.000 70,000.00 016 CONSTRUCTION AREA SIGNS LS 60,000.0000 60,000.00 1.000 60,000.00 (S) 017 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 1.000 250,000.00 (S) 018 TYPE III BARRICADE EA 260.0000 3,900.00 23.000 5,980.00 (S) 019 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 3,000.00 179.570 4,489.25 (S) 020 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.3000 45,580.00 13,869.000 59,636.70 (S) 021 TEMPORARY PAVEMENT MARKER EA 3.5000 5,005.00 1,091.000 3,818.50 (S) 022 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 80,000.00 8.000 80,000.00 (S) PROGRAM CAS145 PAGE 2 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY RAILING (TYPE K) M 43.0000 623,500.00 15,932.370 685,091.91 (S) 024 TRAFFIC PLASTIC DRUM EA 150.0000 19,500.00 195.000 29,250.00 (S) 025 TEMPORARY CRASH CUSHION MODULE EA 300.0000 78,000.00 387.000 116,100.00 (S) 026 ABANDON CULVERT M 40.0000 3,680.00 73.100 2,924.00 027 REMOVE FENCE M 15.0000 13,950.00 1,495.450 22,431.75 028 REMOVE METAL BEAM GUARD RAILING M 18.0000 91,260.00 5,042.700 90,768.60 029 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 13.0000 50,960.00 3,819.550 49,654.15 (S) MARKING 030 REMOVE ROADSIDE SIGN EA 104.0000 4,160.00 40.000 4,160.00 031 REMOVE SIGN STRUCTURE EA 7,000.0000 21,000.00 3.000 21,000.00 032 REMOVE ASPHALT CONCRETE DIKE M 4.0000 5,760.00 1,710.810 6,843.24 033 REMOVE CULVERT M 40.0000 16,000.00 354.360 14,174.40 034 REMOVE INLET EA 650.0000 9,100.00 14.000 9,100.00 035 REMOVE BASE AND SURFACING M3 5.0000 9,350.00 2,629.850 13,149.25 036 RESET ROADSIDE SIGN EA 150.0000 150.00 1.000 150.00 037 RELOCATE ROADSIDE SIGN EA 150.0000 900.00 6.000 900.00 038 MODIFY SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 4,400.00 1,102.600 4,410.40 (S) 040 REMOVE CONCRETE M3 41.0000 24,190.00 394.530 16,175.73 041 CAP INLET EA 3,000.0000 12,000.00 4.000 12,000.00 042 CLEARING AND GRUBBING LS 148,000.0000 148,000.00 1.000 148,000.00 043 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 044 ROADWAY EXCAVATION M3 13.0000 750,100.00 72,082.810 937,076.53 045 STRUCTURE EXCAVATION (BRIDGE) M3 10.0000 40,550.00 4,055.000 40,550.00 (F) 046 STRUCTURE EXCAVATION (RETAINING WALL) M3 60.0000 351,000.00 5,937.000 356,220.00 (F) 047 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 110.0000 26,400.00 240.000 26,400.00 (F) 048 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 137,500.00 2,750.000 137,500.00 (F) 049 STRUCTURE BACKFILL (RETAINING WALL) M3 58.0000 468,350.00 8,133.000 471,714.00 (F) PROGRAM CAS145 PAGE 3 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 418.0000 10,450.00 25.000 10,450.00 (F) 051 PERVIOUS BACKFILL MATERIAL (RETAINING M3 47.0000 37,271.00 799.000 37,553.00 (F) WALL) 052 ISOLATION CASING BACKFILL M3 39.0000 8,580.00 220.000 8,580.00 (F) 053 SAND BACKFILL M3 195.0000 5,265.00 12.770 2,490.15 054 GEOSYNTHETIC REINFORCED EMBANKMENT M2 180.0000 9,360.00 0.000 0.00 (F) 055 EARTH RETAINING STRUCTURE, LOCATION A M2 790.0000 414,750.00 509.000 402,110.00 (F) 056 EARTH RETAINING STRUCTURE, LOCATION B M2 790.0000 347,600.00 440.000 347,600.00 (F) 057 EARTH RETAINING STRUCTURE, LOCATION C M2 790.0000 556,950.00 705.000 556,950.00 (F) 058 SOIL NAIL ASSEMBLY M 160.0000 81,600.00 510.000 81,600.00 (S) 059 IMPORTED BORROW M3 4.6500 999,750.00 196,961.860 915,872.65 060 IMPORTED TOPSOIL M3 51.0000 38,250.00 750.000 38,250.00 (S) 061 EROSION CONTROL (TYPE D) M2 0.7500 87,750.00 90,233.300 67,674.98 (S) 062 FIBER ROLLS M 8.2500 15,840.00 2,113.400 17,435.55 (S) 063 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 0.000 0.00 (S) 064 WATER METER EA 135,000.0000 135,000.00 1.000 135,000.00 (S) 065 200 MM CORRUGATED HIGH DENSITY M 88.0000 1,496.00 21.000 1,848.00 POLYETHYLENE PIPE CONDUIT 066 200 MM WELDED STEEL PIPE CONDUIT M 558.0000 18,414.00 33.000 18,414.00 (SF)(6.35 MM THICK) 067 FINISHING ROADWAY LS 20,000.0000 20,000.00 1.000 20,000.00 068 CLASS 4 AGGREGATE SUBBASE M3 28.0000 372,400.00 14,519.600 406,548.80 069 CLASS 2 AGGREGATE BASE M3 38.0000 589,000.00 15,859.500 602,661.00 070 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 455.0000 7,735.00 0.000 0.00 071 ASPHALT CONCRETE (TYPE A) TONN 88.0000 1,311,200.00 18,401.670 1,619,346.96 072 ASPHALT CONCRETE BASE (TYPE A) TONN 85.0000 827,050.00 11,078.500 941,672.50 073 PLACE ASPHALT CONCRETE DIKE M 6.0000 11,100.00 1,795.700 10,774.20 074 SHOULDER RUMBLE STRIP STA 71.0000 3,479.00 49.000 3,479.00 (AC, GROUND-IN INDENTATIONS) 075 ASPHALTIC EMULSION (PAINT BINDER) TONN 330.0000 4,620.00 24.776 8,176.08 076 CONCRETE PAVEMENT M3 365.0000 514,650.00 1,523.230 555,978.95 PROGRAM CAS145 PAGE 4 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 225.0000 92,250.00 327.300 73,642.50 (S) PILING 078 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 22,000.0000 1,386,000.00 62.600 1,377,200.00 (S) PILING 079 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 11,250.0000 7,751,250.00 670.800 7,546,500.00 (S) PILING 080 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 35,000.0000 2,415,000.00 73.900 2,586,500.00 (S) PILING (ROCK SOCKET) 081 FURNISH PILING (CLASS 625) M 225.0000 74,475.00 331.000 74,475.00 (ALTERNATIVE V) 082 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 2,300.0000 89,700.00 39.000 89,700.00 (S) 083 PRESTRESSING CAST-IN-PLACE CONCRETE LS 345,000.0000 1,345,000.00 1.000 1,345,000.00 (S) 084 PRESTRESSING (TRANSVERSE) LS 58,000.0000 58,000.00 1.000 58,000.00 (S) 085 STRUCTURAL CONCRETE M3 550.0000 33,000.00 60.000 33,000.00 (F) 086 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 365.0000 178,485.00 489.000 178,485.00 (F) 087 STRUCTURAL CONCRETE, BRIDGE M3 845.0000 15,718,690.00 18,602.000 15,718,690.00 (F) 088 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 1,525,750.00 3,667.000 1,558,475.00 (F) 089 STRUCTURAL CONCRETE, BARRIER SLAB M3 840.0000 274,680.00 327.000 274,680.00 (F) 090 STRUCTURAL CONCRETE, APPROACH SLAB M3 925.0000 275,650.00 298.000 275,650.00 (F) (TYPE N MODIFIED) 091 MINOR CONCRETE (MINOR STRUCTURE) M3 2,200.0000 510,400.00 232.000 510,400.00 (F) 092 MINOR CONCRETE (SOUND WALL) M3 1,450.0000 11,600.00 0.000 0.00 (F) 093 EXPOSED AGGREGATE FINISH M2 155.0000 34,100.00 220.000 34,100.00 (F) 094 ARCHITECTURAL TREATMENT (GRID TEXTURE) M2 36.0000 92,700.00 2,470.000 88,920.00 (F) 095 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,000.0000 252,000.00 28.000 252,000.00 (S) T BEAM 096 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 70,000.00 28.000 70,000.00 (S) T BEAM 097 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,100.0000 61,500.00 15.000 61,500.00 (S) SQUARE BEAM 098 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 37,500.00 15.000 37,500.00 (S) SQUARE BEAM 099 SOUND WALL (MASONRY BLOCK) M2 225.0000 113,175.00 503.000 113,175.00 (SF) 100 PTFE SPHERICAL BEARING EA 3,100.0000 161,200.00 52.000 161,200.00 (S) 101 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 2,600.0000 192,400.00 72.150 187,590.00 (S) 102 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,100.0000 250,100.00 60.300 247,230.00 (S) 103 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 6,000.0000 72,000.00 12.070 72,420.00 (S) PROGRAM CAS145 PAGE 5 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 6,500.0000 78,000.00 12.150 78,975.00 (S) 105 BAR REINFORCING STEEL KG 2.2500 29,250.00 13,000.000 29,250.00 (SF) 106 BAR REINFORCING STEEL (BRIDGE) KG 1.7000 6,670,460.00 3,923,800.000 6,670,460.00 (SF) 107 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 530,400.00 267,621.000 535,242.00 (SF) 108 SHOTCRETE M3 825.0000 75,900.00 92.000 75,900.00 (F) 109 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 61,800.00 4,120.000 61,800.00 (F) WITH WALKWAY) 110 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.5000 10,300.00 4,120.000 10,300.00 (SF)WITH WALKWAY) 111 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 685,380.00 57,115.000 685,380.00 (F) 112 INSTALL SIGN STRUCTURE (TRUSS) KG 1.8000 102,807.00 57,115.000 102,807.00 (SF) 113 FURNISH LAMINATED PANEL SIGN M2 185.0000 37,000.00 199.400 36,889.00 (25.4 MM-TYPE A) 114 FURNISH LAMINATED PANEL SIGN M2 195.0000 2,535.00 12.820 2,499.90 (25.4 MM-TYPE B) 115 FURNISH SINGLE SHEET ALUMINUM SIGN M2 118.0000 1,180.00 9.150 1,079.70 (1.6 MM-UNFRAMED) 116 FURNISH SINGLE SHEET ALUMINUM SIGN M2 125.0000 3,375.00 26.560 3,320.00 (2.0 MM-UNFRAMED) 117 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.0000 1,965.00 13.720 1,797.32 (1.6 MM-FRAMED) 118 FURNISH SINGLE SHEET ALUMINUM SIGN M2 138.0000 2,484.00 17.210 2,374.98 (2.0 MM-FRAMED) 119 1372 MM CAST-IN-DRILLED-HOLE M 3,500.0000 101,500.00 29.500 103,250.00 (S) CONCRETE PILE (SIGN FOUNDATION) 120 1524 MM CAST-IN-DRILLED-HOLE M 3,800.0000 121,600.00 32.500 123,500.00 (S) CONCRETE PILE (SIGN FOUNDATION) 121 METAL (RAIL MOUNTED SIGN) KG 28.0000 9,520.00 340.000 9,520.00 122 ROADSIDE SIGN - ONE POST EA 420.0000 5,040.00 15.000 6,300.00 123 ROADSIDE SIGN - TWO POST EA 1,100.0000 13,200.00 11.000 12,100.00 124 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,100.00 10.000 1,000.00 METHOD) 125 300 MM ALTERNATIVE PIPE CULVERT M 155.0000 6,200.00 41.000 6,355.00 126 450 MM ALTERNATIVE PIPE CULVERT M 235.0000 2,350.00 13.000 3,055.00 127 600 MM ALTERNATIVE PIPE CULVERT M 275.0000 654,500.00 2,309.400 635,085.00 128 750 MM ALTERNATIVE PIPE CULVERT M 260.0000 135,200.00 495.100 128,726.00 129 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 23,800.00 68.000 23,800.00 130 1200 MM ALTERNATIVE PIPE CULVERT M 425.0000 195,500.00 461.003 195,926.28 PROGRAM CAS145 PAGE 6 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 750 MM REINFORCED CONCRETE PIPE M 325.0000 16,575.00 52.000 16,900.00 132 1200 MM REINFORCED CONCRETE PIPE M 525.0000 136,500.00 261.000 137,025.00 133 600 MM BITUMINOUS COATED CORRUGATED M 155.0000 11,780.00 57.000 8,835.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 134 GRATED LINE DRAIN M 275.0000 57,750.00 136.000 37,400.00 135 BASIN RISER EA 9,200.0000 9,200.00 1.000 9,200.00 136 300 MM BITUMINOUS COATED CORRUGATED M 515.0000 2,575.00 4.700 2,420.50 STEEL PIPE RISER (4.27 MM THICK) 137 600 MM ALTERNATIVE FLARED END SECTION EA 630.0000 2,520.00 2.000 1,260.00 138 900 MM REINFORCED CONCRETE PIPE RISER M 900.0000 17,100.00 16.730 15,057.00 139 SANITARY SEWER SYSTEM LS 19,000.0000 19,000.00 0.000 0.00 (S) 140 MINOR CONCRETE (BACKFILL) M3 225.0000 1,800.00 7.300 1,642.50 141 ROCK SLOPE PROTECTION M3 210.0000 16,800.00 98.800 20,748.00 (BACKING NO. 2, METHOD B) 142 MINOR CONCRETE M3 535.0000 90,950.00 145.440 77,810.40 (APRON AND DITCH LINING - COLORED) 143 ROCK SLOPE PROTECTION FABRIC M2 8.0000 2,320.00 331.960 2,655.68 144 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 585.0000 45,045.00 39.715 23,233.28 AND DRIVEWAY) 145 MINOR CONCRETE (GUTTER) M 115.0000 14,605.00 127.000 14,605.00 (F) 146 MINOR CONCRETE (TEXTURED PAVING) M2 82.0000 47,560.00 529.000 43,378.00 147 MISCELLANEOUS IRON AND STEEL KG 3.0000 52,860.00 17,620.000 52,860.00 (SF) 148 ISOLATION CASING KG 3.6000 96,840.00 26,900.000 96,840.00 (SF) 149 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 350.00 70.000 350.00 (SF) 150 BRIDGE DECK DRAINAGE SYSTEM KG 7.5000 115,125.00 19,618.000 147,135.00 (SF) 151 CHAIN LINK FENCE (TYPE CL-1.2, M 40.0000 11,200.00 279.500 11,180.00 (S) VINYL-CLAD) 152 CHAIN LINK FENCE (TYPE CL-1.8) M 46.0000 21,160.00 876.780 40,331.88 (S) 153 CHAIN LINK FENCE (TYPE CL-1.8, M 54.0000 8,100.00 145.000 7,830.00 (S) VINYL-CLAD) 154 3.7 M CHAIN LINK GATE EA 480.0000 960.00 0.000 0.00 (S) (TYPE CL-1.2, VINYL-CLAD) 155 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 525.0000 1,050.00 0.000 0.00 (S) 156 CONCRETE BARRIER MARKER EA 16.0000 2,880.00 201.000 3,216.00 PROGRAM CAS145 PAGE 7 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 DELINEATOR (CLASS 1) EA 47.0000 1,692.00 13.000 611.00 158 GUARD RAILING DELINEATOR EA 23.0000 736.00 29.000 667.00 159 METAL BEAM GUARD RAILING M 82.0000 10,660.00 136.800 11,217.60 (S) 160 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 135.0000 30,510.00 226.000 30,510.00 (SF) 161 CABLE RAILING M 40.0000 5,080.00 127.000 5,080.00 (F) 162 TRANSITION RAILING (TYPE WB) EA 3,800.0000 19,000.00 5.000 19,000.00 (S) 163 END ANCHOR ASSEMBLY (TYPE SFT) EA 750.0000 4,500.00 5.000 3,750.00 (S) 164 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,650.0000 26,500.00 9.000 23,850.00 (S) 165 CRASH CUSHION (REACT 9CBB) EA 55,000.0000 110,000.00 3.000 165,000.00 (S) 166 CRASH CUSHION (REACT 9SCBS) EA 55,000.0000 55,000.00 0.000 0.00 (S) 167 CRASH CUSHION (REACT 62B060) EA 72,000.0000 72,000.00 1.000 72,000.00 (S) 168 CONCRETE BARRIER (TYPE 60) M 185.0000 518,000.00 2,752.000 509,120.00 169 CONCRETE BARRIER (TYPE 60C) M 590.0000 88,500.00 80.000 47,200.00 170 CONCRETE BARRIER (TYPE 60D) M 195.0000 24,765.00 127.000 24,765.00 (F) 171 CONCRETE BARRIER (TYPE 60D MOD) M 235.0000 20,915.00 0.000 0.00 172 CONCRETE BARRIER (TYPE 60GE) M 1,100.0000 297,000.00 221.860 244,046.00 173 CONCRETE BARRIER (TYPE 60GE MOD) M 695.0000 53,515.00 0.000 0.00 174 CONCRETE BARRIER (TYPE 60D MODIFIED) M 230.0000 21,620.00 109.000 25,070.00 (F) 175 CONCRETE BARRIER (TYPE 736) M 175.0000 196,700.00 1,124.000 196,700.00 (F) 176 CONCRETE BARRIER (TYPE 736A) M 250.0000 28,750.00 115.000 28,750.00 (F) 177 CONCRETE BARRIER (TYPE 736 MODIFIED) M 340.0000 62,900.00 185.000 62,900.00 (F) 178 CONCRETE BARRIER (TYPE 736A MODIFIED) M 285.0000 18,810.00 71.000 20,235.00 (F) 179 CONCRETE BARRIER (TYPE 736P) M 315.0000 151,200.00 668.000 210,420.00 180 CONCRETE BARRIER (TYPE 736B) M 300.0000 138,000.00 282.000 84,600.00 181 CONCRETE BARRIER (TYPE 736S) M 1,200.0000 6,000.00 0.000 0.00 (F) 182 CONCRETE BARRIER (TYPE 742) M 200.0000 587,600.00 2,938.000 587,600.00 (F) 183 CONCRETE BARRIER (TYPE 742A) M 200.0000 181,400.00 922.000 184,400.00 (F) PROGRAM CAS145 PAGE 8 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 184 CONCRETE BARRIER (TYPE 742 MODIFIED) M 250.0000 25,750.00 103.000 25,750.00 (F) 185 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 5,780.00 248.090 8,435.06 (S) 186 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.6000 5,278.00 2,747.000 7,142.20 (S) 187 200 MM THERMOPLASTIC TRAFFIC STRIPE M 0.9000 774.00 950.000 855.00 (S) (BROKEN 3.66 M - 0.92 M) 188 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 72.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.30 M) 189 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 250.00 170.000 170.00 (S) (BROKEN 5.18 M - 2.14 M) 190 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 33,900.00 77,245.030 38,622.52 (S) 191 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 7,326.00 7,114.000 7,825.40 (S) 192 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.2500 9,810.00 4,780.000 10,755.00 (S) 193 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 194 TEMPORARY SIGNAL SYSTEM LS 85,000.0000 85,000.00 1.000 85,000.00 (S) 195 SIGNAL AND LIGHTING LS 127,000.0000 127,000.00 1.000 127,000.00 (S) 196 LIGHTING AND SIGN ILLUMINATION LS 405,000.0000 405,000.00 1.000 405,000.00 (S) 197 TEMPORARY FLASHING BEACON SYSTEM LS 18,000.0000 18,000.00 1.000 18,000.00 (S) 198 COMMUNICATION CONDUIT LS 285,000.0000 285,000.00 1.000 285,000.00 (S) 199 TRAFFIC MONITORING STATION (LOCATION 1) LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 200 TRAFFIC MONITORING STATION (LOCATION 2) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 201 RAMP METERING SYSTEM LS 118,000.0000 118,000.00 1.000 118,000.00 (S) PROGRAM CAS145 PAGE 9 DATE 04/04/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0004 TIME 02:11 PM ESTIMATE NO. 40 BID OPENING 03/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/27/11 R.E. NAME: MOEN, MIKE DATE OF THIS ESTIMATE 04/04/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 60,264,231.41 ADJUSTMENT OF COMPENSATION 30,052.76 3,403,458.38 EXTRA WORK 60,505.54 3,337,831.62 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 90,558.30 67,005,521.41 202 MOBILIZATION LS 600,000.0000 6,600,000.00 1.000 6,600,000.00 ORIGINAL CONTRACT AMOUNT 66,359,459.00 TOTAL WORK COMPLETED 90,558.30 73,605,521.41 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -780.25 TOTAL 100,558.30 73,604,741.16 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 04/30/08 615 06/02/08 05/27/08 06/27/11 708 62 93 0 100% 100% MOEN, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/04/12