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 04/30/12 EST. NO.35 TIME 11:35 AM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 087 0002 4,734.21 A.C. @ L.S.(+) 042512 N 002 0 4,734.21 TOTAL THIS ESTIMATE 1,899,848.88 TOTAL PREVIOUS ESTIMATE 1,904,583.09 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 04/30/12 EST. NO.35 TIME 11:35 AM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE EQUIPMENT LISTS -8,000.00 01 MATERIAL RELEASES -7,661.75 01 MISSING PAPERWORK -32,000.00 01 EQUIPMENT LISTS 8,000.00 02 MATERIAL RELEASES 7,661.75 02 MISSING PAPERWORK 32,000.00 02 O/S CEM 4401 -5,000.00 30 OUTSTANDING DOC&CCOS -30,000.00 30 CEM 4401 REC'D 5,000.00 31 PRTL O/S DOCS REC'D 15,000.00 32 O/S DOCS & CCOS RECD 10,000.00 33 O/S DOCS/CCOS RECD 5,000.00 35 5,000.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS APRIL -10,000.00 04 PRS RECD APRIL 10,000.00 05 O/S PRS JUNE -10,000.00 06 O/S PRS JULY -10,000.00 07 PRS RECD JUNE 10,000.00 07 O/S PRS AUG -10,000.00 08 PRS RECD JULY 10,000.00 08 O/S PRS SEPT -10,000.00 09 PRS RECD AUG 10,000.00 09 O/S PRS OCT -3,000.00 10 PRTL PRS RECD SEPT 8,000.00 10 O/S PRS NOV -1,000.00 11 O/S PRS DEC -1,000.00 12 PRTL PRS RECD SEPT 1,000.00 12 PRTL PRS RECD OCT 2,000.00 12 O/S PRS JAN -2,000.00 13 PRS RECD NOV 1,000.00 13 PRTL PRS RECD OCT 1,000.00 13 O/S PRS FEB -2,000.00 14 PRS RECD SEPT 1,000.00 14 PRS RECD DEC 1,000.00 14 PRS RECD JAN 2,000.00 14 O/S PRS MARCH -1,000.00 15 PRS RECD FEB 2,000.00 15 PRS RECD FEB 1,000.00 16 O/S PRS MAY -5,000.00 17 O/S PRS JUNE -3,000.00 18 PRTL PRS MAY 2,000.00 18 O/S PRS JULY -5,000.00 19 PRTL PRS RECD MAY 2,000.00 19 PRTL PRS RECD JUNE 2,000.00 19 O/S PRS AUG -1,000.00 20 PRS RECD MAY 1,000.00 20 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 04/30/12 EST. NO.35 TIME 11:35 AM R.E. NAME: MOEN, MIKE 11-2T0104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD JUNE 1,000.00 20 O/S PRS SEPT -2,000.00 21 O/S PRS OCT -3,000.00 22 PRS RECD SEPT 2,000.00 22 O/S PRS NOV -3,000.00 23 PRTL PRS RECD JULY 1,000.00 23 O/S PRS DEC -5,000.00 24 PRTL PRS RECD OCT 1,000.00 24 PRTL PRS RECD NOV 1,000.00 24 O/S PRS JAN -4,000.00 25 PRS RECD OCT 10 2,000.00 25 PRS RECD NOV 10 2,000.00 25 PRS RECD DEC 10 5,000.00 25 O/S PRS FEB -2,000.00 26 PRTL PRS RECD JULY10 2,000.00 26 PRTL PRS RECD JAN 1,000.00 26 O/S PRS MARCH -1,000.00 27 PRS RECD FEB 2,000.00 27 PRTL PRS RECD JAN 1,000.00 27 PRS RECD MARCH 2011 1,000.00 28 PRTL PRS RECD JULY10 1,000.00 28 PRTL PRS RECD JAN 11 1,000.00 28 DEL MAY 2011 CPRS -2,000.00 29 RECD AUG '10 DEL/INQ 1,000.00 29 RECD JAN 2011 CPRS 1,000.00 29 RECD JUL 2010 CPRS 1,000.00 29 REC'D MAY 2011 2,000.00 30 0.00 0.00 OTHER OUTSTANDING DOCUMENTS O/S 2402(F)2403(F) -10,000.00 30 2402(F)2403(F) REC'D 10,000.00 31 0.00 0.00 TOTAL DEDUCTIONS 5,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 LOCATION RERUN FINAL ESTIMATE 11-SD-52-16.2/17.8 -------------------- FLATIRON WEST, INC. IN SAN DIEGO COUNTY IN SANTEE 1770 LA COSTA MEADOWS DRIVE FROM CUYAMACA STREET OVERHEAD TO SAN MARCOS CA 92078 MAGNOLIA AVENUE UNDERCROSSING KP 26.1/28.6 FED. AID NO. STPL-6211(77) TO CONSTRUCT A FOUR LANE DIVIDED ------------------------------------------------------------------------------------------------------------------------------------ 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 12,500.0000 12,500.00 1.000 12,500.00 002 TIME-RELATED OVERHEAD WDAY 1,800.0000 792,000.00 503.000 905,400.00 003 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 1.000 60,000.00 004 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 1.000 500.00 PREVENTION PLAN 005 TEMPORARY FIBER ROLL M 8.0000 392,800.00 22,418.520 179,348.16 006 TEMPORARY SILT FENCE M 10.0000 53,100.00 1,665.360 16,653.60 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,700.0000 33,300.00 22.000 81,400.00 008 TEMPORARY CONSTRUCTION ENTRANCE EA 6,500.0000 65,000.00 17.170 111,605.00 009 TEMPORARY CHECK DAM M 13.0000 33,930.00 462.500 6,012.50 010 MOVE-IN/MOVE-OUT EA 250.0000 1,500.00 5.000 1,250.00 (TEMPORARY EROSION CONTROL) 011 TEMPORARY DRAINAGE INLET PROTECTION EA 150.0000 48,000.00 131.000 19,650.00 012 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 013 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,700.0000 2,700.00 1.000 2,700.00 014 TEMPORARY HYDRAULIC MULCH M2 0.4000 72,400.00 130,011.000 52,004.40 015 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 016 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 36,000.00 3.000 36,000.00 018 TEMPORARY RAILING (TYPE K) M 90.0000 8,820.00 189.440 17,049.60 019 ABANDON CULVERT EA 1,000.0000 16,000.00 15.000 15,000.00 020 ABANDON INLET EA 1,000.0000 9,000.00 9.000 9,000.00 021 ABANDON MANHOLE EA 1,500.0000 9,000.00 5.000 7,500.00 022 ABANDON WATER M 18.0000 20,880.00 1,155.000 20,790.00 PROGRAM CAS145 PAGE 2 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON SEWER M 22.0000 15,840.00 373.000 8,206.00 024 REMOVE FENCE M 15.0000 26,250.00 1,885.480 28,282.20 025 REMOVE BARRICADE EA 73.0000 438.00 0.000 0.00 026 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 2,275.00 0.000 0.00 MARKING 027 REMOVE CHANNELIZERS EA 5.0000 125.00 0.000 0.00 028 REMOVE ROADSIDE SIGN EA 125.0000 3,375.00 0.000 0.00 029 REMOVE SIGN OVERLAY M2 100.0000 1,500.00 0.000 0.00 030 REMOVE ASPHALT CONCRETE DIKE M 32.0000 736.00 0.000 0.00 031 REMOVE FIRE HYDRANT EA 900.0000 9,000.00 0.000 0.00 032 REMOVE SOUND WALL M 39.0000 9,750.00 241.400 9,414.60 033 REMOVE BASE AND SURFACING M3 27.0000 2,160.00 520.100 14,042.70 034 RELOCATE ROADSIDE SIGN EA 500.0000 500.00 0.000 0.00 035 ADJUST INLET EA 1,800.0000 7,200.00 4.000 7,200.00 036 MODIFY SIGN STRUCTURE EA 2,000.0000 2,000.00 0.000 0.00 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 7,500.00 0.000 0.00 038 REMOVE CONCRETE M3 22.0000 13,420.00 579.833 12,756.33 039 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 1.000 120,000.00 040 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 041 ROADWAY EXCAVATION M3 17.0000 348,500.00 23,307.030 396,219.51 042 STRUCTURE EXCAVATION (TYPE D) M3 35.0000 34,300.00 980.000 34,300.00 (F) 043 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 234,267.00 7,279.400 240,220.20 (F) 044 STRUCTURE BACKFILL (BRIDGE) M3 44.0000 77,000.00 1,750.000 77,000.00 (F) 045 STRUCTURE BACKFILL (RETAINING WALL) M3 35.0000 367,675.00 10,688.700 374,104.50 (F) 046 PERVIOUS BACKFILL MATERIAL (RETAINING M3 128.0000 92,416.00 722.200 92,441.60 (F) WALL) 047 SAND BACKFILL M3 159.0000 27,030.00 121.250 19,278.75 048 EARTH RETAINING STRUCTURE, LOCATION A M2 490.0000 455,700.00 930.000 455,700.00 (F) 049 EARTH RETAINING STRUCTURE, LOCATION B M2 490.0000 1,078,000.00 2,200.000 1,078,000.00 (F) PROGRAM CAS145 PAGE 3 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 EARTH RETAINING STRUCTURE, LOCATION C M2 490.0000 1,744,400.00 3,560.000 1,744,400.00 (F) 051 EARTH RETAINING STRUCTURE, LOCATION D M2 490.0000 480,200.00 980.000 480,200.00 (F) 052 IMPORTED BORROW M3 3.1000 1,503,500.00 371,276.280 1,150,956.47 053 HIGHWAY PLANTING LS 73,000.0000 73,000.00 1.000 73,000.00 054 IMPORTED TOPSOIL M3 52.0000 30,160.00 581.700 30,248.40 055 EROSION CONTROL (BIOFILTRATION) M2 5.8000 11,600.00 1,992.000 11,553.60 056 EROSION CONTROL (TYPE D) M2 0.9500 96,900.00 101,956.000 96,858.20 057 FIBER ROLLS M 8.0000 78,400.00 11,698.700 93,589.60 058 DRAINAGE INLET PROTECTION EA 130.0000 4,160.00 0.000 0.00 059 CHECK DAM M 13.0000 11,310.00 0.000 0.00 060 PLANT ESTABLISHMENT WORK LS 75,000.0000 75,000.00 0.276 20,700.00 061 IRRIGATION SYSTEM LS 138,000.0000 138,000.00 1.000 138,000.00 062 WATER METER EA 21,000.0000 42,000.00 2.000 42,000.00 063 200 MM CORRUGATED HIGH DENSITY M 214.0000 14,980.00 50.160 10,734.24 POLYETHYLENE PIPE CONDUIT 064 FINISHING ROADWAY LS 25,000.0000 25,000.00 1.000 25,000.00 065 CLASS 4 AGGREGATE SUBBASE M3 33.0000 260,370.00 7,950.000 262,350.00 066 CLASS 2 AGGREGATE BASE M3 34.0000 496,400.00 16,529.571 562,005.41 067 HOT MIX ASPHALT TONN 94.0000 2,284,200.00 23,097.027 2,171,120.54 068 PLACE HOT MIX ASPHALT DIKE M 5.5000 9,350.00 1,956.450 10,760.48 069 PLACE HOT MIX ASPHALT M2 30.0000 3,900.00 186.600 5,598.00 (MISCELLANEOUS AREA) 070 FOG SEAL COAT (HMA) TONN 1,600.0000 24,000.00 3.947 6,315.20 071 TACK COAT TONN 1,300.0000 26,000.00 10.465 13,604.50 072 CONCRETE PAVEMENT M3 211.0000 2,088,900.00 9,986.742 2,107,202.56 073 SEAL PAVEMENT JOINT M 7.2500 94,975.00 14,770.000 107,082.50 074 SEAL LONGITUDINAL ISOLATION JOINT M 24.0000 1,656.00 1,315.000 31,560.00 075 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 22,750.00 92.950 23,237.50 PILING 076 PRESTRESSING CAST-IN-PLACE CONCRETE LS 90,000.0000 90,000.00 1.000 90,000.00 PROGRAM CAS145 PAGE 4 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 TIEDOWN ANCHOR EA 6,000.0000 48,000.00 10.000 60,000.00 078 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 175,500.00 585.000 175,500.00 (F) 079 STRUCTURAL CONCRETE, BRIDGE M3 560.0000 705,600.00 1,251.310 700,733.60 (F) 080 STRUCTURAL CONCRETE, RETAINING WALL M3 425.0000 1,777,350.00 4,233.000 1,799,025.00 (F) 081 STRUCTURAL CONCRETE, BARRIER SLAB M3 350.0000 574,000.00 1,640.950 574,332.50 (F) 082 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 133,000.00 190.000 133,000.00 (F) (TYPE N) 083 CLASS 1 CONCRETE (RETAINING WALL) M3 425.0000 58,225.00 136.200 57,885.00 (F) 084 CLASS 1 CONCRETE (BOX CULVERT) M3 450.0000 182,250.00 405.000 182,250.00 (F) 085 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 395,200.00 255.300 408,480.00 (F) 086 MINOR CONCRETE (SOUND WALL) M3 720.0000 183,600.00 255.000 183,600.00 (F) 087 MINOR CONCRETE (BACKFILL) M3 280.0000 17,640.00 65.474 18,332.72 088 ARCHITECHTURAL TREATMENT (GRID TEXTURE) M2 46.0000 128,892.00 2,533.000 116,518.00 (F) 089 SOUND WALL (MASONRY BLOCK) M2 190.0000 818,900.00 4,310.000 818,900.00 (F) 090 JOINT SEAL (MR 50 MM) M 275.0000 19,525.00 70.620 19,420.50 091 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 238,500.00 159,000.000 238,500.00 (F) 092 BAR REINFORCING STEEL (RETAINING WALL) KG 1.5000 393,042.00 264,954.000 397,431.00 (F) 093 BAR REINFORCING STEEL (BOX CULVERT) KG 1.7500 91,469.00 52,268.000 91,469.00 (F) 094 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 69,240.00 5,770.000 69,240.00 (F) 095 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 11,540.00 5,770.000 11,540.00 (F) 096 FURNISH SIGN STRUCTURE (TRUSS) KG 12.0000 697,380.00 58,035.000 696,420.00 (F) 097 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 58,035.00 58,035.000 58,035.00 (F) 098 INSTALL SIGN PANEL ON EXISTING M2 100.0000 2,900.00 28.800 2,880.00 (F) STRUCTURE 099 FURNISH LAMINATED PANEL SIGN M2 150.0000 34,500.00 230.000 34,500.00 (25.4 MM-TYPE A) 100 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 3,420.00 38.000 3,420.00 (1.6 MM-UNFRAMED) 101 FURNISH SINGLE SHEET ALUMINUM SIGN M2 92.0000 3,680.00 40.000 3,680.00 (2.0 MM-UNFRAMED) 102 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 1,300.00 13.000 1,300.00 (1.6 MM-FRAMED) 103 920 MM CAST-IN-DRILLED-HOLE M 2,400.0000 43,200.00 17.200 41,280.00 CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 5 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 1372 MM CAST-IN-DRILLED-HOLE M 3,000.0000 45,000.00 15.000 45,000.00 CONCRETE PILE (SIGN FOUNDATION) 105 1524 MM CAST-IN-DRILLED-HOLE M 3,700.0000 59,200.00 15.600 57,720.00 CONCRETE PILE (SIGN FOUNDATION) 106 ROADSIDE SIGN - ONE POST EA 125.0000 750.00 6.000 750.00 (WEED CONTROL MAT RUBBER) 107 ROADSIDE SIGN - ONE POST EA 500.0000 18,000.00 36.000 18,000.00 108 ROADSIDE SIGN - TWO POST EA 1,000.0000 6,000.00 6.000 6,000.00 109 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,750.00 14.000 1,750.00 METHOD) 110 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 400.00 2.000 400.00 EXISTING POST 111 600 MM ALTERNATIVE PIPE CULVERT M 180.0000 376,200.00 2,138.400 384,912.00 112 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 117,600.00 558.805 117,349.05 113 900 MM ALTERNATIVE PIPE CULVERT M 350.0000 136,500.00 388.200 135,870.00 114 450 MM REINFORCED CONCRETE PIPE M 180.0000 27,000.00 143.374 25,807.32 115 600 MM REINFORCED CONCRETE PIPE M 270.0000 48,600.00 172.000 46,440.00 116 900 MM REINFORCED CONCRETE PIPE M 330.0000 21,780.00 66.000 21,780.00 117 1500 MM X 950 MM ELLIPTICAL M 950.0000 74,100.00 78.000 74,100.00 REINFORCED CONCRETE PIPE 118 750 MM BITUMINOUS COATED CORRUGATED M 450.0000 2,250.00 4.400 1,980.00 STEEL PIPE (2.77 MM THICK) 119 600 MM BITUMINOUS COATED CORRUGATED M 300.0000 48,000.00 158.400 47,520.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 120 GRATED LINE DRAIN M 780.0000 7,020.00 9.000 7,020.00 121 250 MM POLYVINYL CHLORIDE PIPE M 230.0000 20,700.00 101.300 23,299.00 122 600 MM WELDED STEEL PIPE CASING M 1,100.0000 79,200.00 72.000 79,200.00 123 TELEVISED MAIN M 21.0000 1,512.00 0.000 0.00 124 100 MM BLOW-OFF ASEMBLY EA 6,000.0000 6,000.00 1.000 6,000.00 125 600 MM ALTERNATIVE FLARED END SECTION EA 480.0000 2,400.00 3.000 1,440.00 126 900 MM REINFORCED CONCRETE PIPE RISER M 1,000.0000 16,000.00 13.400 13,400.00 127 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 190.0000 17,100.00 80.970 15,384.30 128 CONCRETE (SLOPE PROTECTION, COLORED) M3 600.0000 234,000.00 503.300 301,980.00 129 ROCK SLOPE PROTECTION FABRIC M2 12.0000 2,640.00 209.420 2,513.04 PROGRAM CAS145 PAGE 6 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 MINOR CONCRETE (MISCELLANEOUS M3 550.0000 110,000.00 243.101 133,705.55 CONSTRUCTION) 131 CONCRETE PAVER M2 196.0000 10,584.00 54.300 10,642.80 132 MINOR CONCRETE (GUTTER) M 100.0000 9,300.00 93.000 9,300.00 (F) 133 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 135,000.00 2,352.750 176,456.25 134 MISCELLANEOUS IRON AND STEEL KG 3.5000 76,426.00 24,108.000 84,378.00 (F) 135 CHAIN LINK FENCE (TYPE CL-1.8, M 53.0000 166,420.00 3,144.320 166,648.96 VINYL-CLAD) 136 3.6 M CHAIN LINK GATE EA 1,600.0000 9,600.00 4.000 6,400.00 (TYPE CL-1.8 VINYL-CLAD) 137 CONCRETE BARRIER MARKER EA 30.0000 960.00 32.000 960.00 138 DELINEATOR (CLASS 1) EA 75.0000 5,250.00 70.000 5,250.00 139 MILEPOST MARKER EA 100.0000 4,000.00 0.000 0.00 140 GUARD RAILING DELINEATOR EA 22.0000 462.00 21.000 462.00 141 METAL BEAM GUARD RAILING M 80.0000 8,800.00 183.670 14,693.60 142 CABLE RAILING M 50.0000 4,650.00 93.000 4,650.00 143 TRANSITION RAILING (TYPE WB) EA 3,600.0000 18,000.00 4.000 14,400.00 144 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 1,600.00 2.000 1,600.00 145 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 21,000.00 5.000 15,000.00 146 CONCRETE BARRIER (TYPE 60R) M 610.0000 15,250.00 25.000 15,250.00 147 CONCRETE BARRIER (TYPE 60) M 160.0000 241,600.00 1,510.000 241,600.00 148 CONCRETE BARRIER (TYPE 60A) M 160.0000 8,320.00 52.000 8,320.00 (F) 149 CONCRETE BARRIER (TYPE 60C) M 200.0000 12,000.00 60.000 12,000.00 150 CONCRETE BARRIER (TYPE 60D) M 175.0000 57,750.00 0.000 0.00 151 CONCRETE BARRIER (TYPE 736R) M 285.0000 17,385.00 61.000 17,385.00 (F) 152 CONCRETE BARRIER (TYPE 736A) M 240.0000 114,240.00 471.770 113,224.80 (F) 153 CONCRETE BARRIER (TYPE 736 MODIFIED) M 240.0000 282,000.00 1,175.000 282,000.00 (F) 154 CONCRETE BARRIER (TYPE 736A MODIFIED) M 370.0000 4,440.00 12.000 4,440.00 (F) 155 CONCRETE BARRIER (TYPE 736P MOD) M 360.0000 252,000.00 738.510 265,863.60 156 CONCRETE BARRIER (TYPE 736B) M 360.0000 90,000.00 254.200 91,512.00 PROGRAM CAS145 PAGE 7 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 5,100.00 102.000 3,468.00 158 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 4,617.00 1,210.950 3,269.57 159 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,910.00 1,686.000 1,686.00 (BROKEN 3.66 M - 0.92 M) 160 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.0000 105.00 0.000 0.00 (BROKEN 1.83 M - 0.30 M) 161 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 288.00 64.000 192.00 (BROKEN 5.18 M - 2.14 M) 162 PAINT TRAFFIC STRIPE (2-COAT) M 0.6200 7,502.00 13,291.000 8,240.42 163 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 2,172.00 1,172.000 1,406.40 164 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 5,070.00 1,276.000 3,828.00 165 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 166 SIGNAL AND LIGHTING (LOCATION 1) LS 155,000.0000 155,000.00 1.000 155,000.00 167 SIGNAL AND LIGHTING (LOCATION 2) LS 53,000.0000 53,000.00 1.000 53,000.00 168 LIGHTING AND SIGN ILLUMINATION LS 175,000.0000 175,000.00 1.000 175,000.00 169 SPRINKLER CONTROL CONDUIT (BRIDGE) M 55.0000 4,400.00 80.000 4,400.00 170 COMMUNICATION CONDUIT SYSTEM LS 185,000.0000 185,000.00 1.000 185,000.00 171 TRAFFIC MONITORING STATION LS 32,000.0000 32,000.00 1.000 32,000.00 172 RAMP METERING SYSTEM LS 80,000.0000 80,000.00 1.000 80,000.00 PROGRAM CAS145 PAGE 8 DATE 04/30/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0104 TIME 11:35 AM ESTIMATE NO. 35 BID OPENING 11/20/08 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 04/30/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 24,805,526.83 ADJUSTMENT OF COMPENSATION 4,734.21 319,851.39 EXTRA WORK 0.00 1,584,731.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 4,734.21 26,710,109.92 173 MOBILIZATION LS 350,000.0000 2,350,000.00 1.000 2,350,000.00 ORIGINAL CONTRACT AMOUNT 27,549,289.00 TOTAL WORK COMPLETED 4,734.21 29,060,109.92 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 0.00 TOTAL 9,734.21 29,060,109.92 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 12/30/08 690 03/02/09 01/14/09 06/27/11 556 56 116 0 100% 100% MOEN, MIKE RESIDENT ENGINEER PROGRAM CAS145 DATE 04/30/12