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 10/16/12 EST. NO.52 TIME 08:37 AM R.E. NAME: COHEN, SEBASTIAN 01-397514 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 024 0270 519,704.30 A.C. @ L.S.(+) 101212 N 1 0 086 0001 64,829.18 A.C. @ L.S.(+) 101212 N 1 0 584,533.48 TOTAL THIS ESTIMATE 7,202,279.44 TOTAL PREVIOUS ESTIMATE 7,786,812.92 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 10/16/12 EST. NO.52 TIME 08:37 AM R.E. NAME: COHEN, SEBASTIAN 01-397514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE ACL WATER BD FINE -10,000.00 28 SWPPP VIOLATION -313,231.41 33 RTN SWPPP DEDUCT 313,231.41 34 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 16 REC'D FHWA 1391 10,000.00 19 FHWA FORM 1391 -10,000.00 31 REC'D FHWA 1391 10,000.00 32 MISSING CEM2402F -10,000.00 49 RECEIVED CEM2402F 10,000.00 51 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/06 -1,000.00 02 RETURN 8/06 DEDUCT 1,000.00 04 PER LTR DATED 1/07 -3,000.00 08 PER LTR 02/07 -10,000.00 09 RECV'D PAYROLLS 3,000.00 09 PER LTR DATED 03/07 -10,000.00 10 CERTIFIED PAYROLLS 20,000.00 12 PER LTR DATED 5/07 -1,000.00 12 PER LTR DATED 07/07 -10,000.00 15 PER LTR DATED 8/07 -3,000.00 16 REC'VD PAYROLLS 11,000.00 18 PER LTR 10/07 -10,000.00 19 PER LTR 11/07 -10,000.00 21 PER LTR 12/07 -5,000.00 22 REC'D PAYROLLS 10,000.00 22 PER LTR 01/08 -2,000.00 23 REC'D PAYROLLS 8,000.00 23 PER LTR 02/08 -1,000.00 24 REC'D NOV & JAN PAYR 12,000.00 24 RETURN 2/08 DEDUCT 1,000.00 25 PER LTR 05/08 -6,000.00 28 PER LTR 07/08 -10,000.00 30 PER LTR 08/08 -10,000.00 31 PER LTR DATED 09/08 -5,000.00 32 PER LTR 10/08 -10,000.00 33 RTN 08/08 09/08 15,000.00 34 PER 12/08 LTR -2,000.00 35 PER 01/09 LTR -2,000.00 36 RTN 05,07,12/08 18,000.00 36 PER LTR 02/09 -10,000.00 37 RTN 10/08 DEDUCT 10,000.00 37 RTN 02/09 DEDUCT 10,000.00 38 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 10/16/12 EST. NO.52 TIME 08:37 AM R.E. NAME: COHEN, SEBASTIAN 01-397514 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 4/09 -10,000.00 39 RETURN PREV. DEDUCT 2,000.00 39 PER LTR DATED 7-09 10,000.00 42 PER LTR DATED 7-09 -5,000.00 42 RETURN 6-09 DEDUCT 5,000.00 43 PER LTR DATED 8-09 -5,000.00 44 RETURN DEDUCT 08/09 5,000.00 45 0.00 0.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 01-MEN-101-98.9/R100.8 ---------------------------------- M C M CONSTRUCTION INC IN MENDOCINO COUNTY NEAR LEGGETT P O BOX 620 FROM 2.9 KM SOUTH TO 0.3 KM NORTH NORTH HIGHLANDS CA 95660 OF RED MOUNTAIN CREEK FED. AID NO. ER-37B3(4)E REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 16,000.0000 16,000.00 1.000 16,000 002 TIME-RELATED OVERHEAD WDAY 5,000.0000 3,975,000.00 845.000 4,225,000 003 TEMPORARY FENCE (TYPE ESA) M 40.0000 57,200.00 1,567.000 62,680 004 PREPARE STORM WATER POLLUTION LS 7,125.0000 7,125.00 0.750 5,343 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 90,000.0000 90,000.00 1.000 90,000 006 TEMPORARY SILT FENCE M 50.0000 77,500.00 5,055.800 252,790 007 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,500.0000 22,500.00 3.000 22,500 008 TEMPORARY CONSTRUCTION ENTRANCE EA 15,000.0000 60,000.00 5.000 75,000 009 MOVE-IN/MOVE-OUT EA 3,900.0000 31,200.00 7.000 27,300 (S) (TEMPORARY EROSION CONTROL) 010 TEMPORARY DRAINAGE INLET PROTECTION EA 1,900.0000 5,700.00 9.000 17,100 011 TEMPORARY HYDRAULIC MULCH M2 4.6000 39,100.00 16,399.600 75,438 (BONDED FIBER MATRIX) 012 CONSTRUCTION AREA SIGNS LS 7,000.0000 7,000.00 1.000 7,000 (S) 013 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 1.000 350,000 (S) 014 TYPE III BARRICADE EA 525.0000 2,100.00 4.000 2,100 015 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 2,400.00 52.600 5,260 (S) 016 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5500 19,065.00 12,991.900 20,137 (S) 017 TRAFFIC PLASTIC DRUM EA 50.0000 11,000.00 195.000 9,750 (S) 018 TEMPORARY PAVEMENT MARKER EA 3.0000 3,570.00 1,190.000 3,570 (S) 019 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 4.000 60,000 (S) 020 TEMPORARY FLASHING BEACON LS 25,000.0000 25,000.00 1.000 25,000 (S) (SOLAR POWERED) 021 TEMPORARY RAILING (TYPE K) M 80.0000 67,200.00 870.800 69,664 (S) 022 TEMPORARY CRASH CUSHION MODULE EA 500.0000 7,000.00 14.000 7,000 (S) PROGRAM CAS145 PAGE 2 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON CULVERT EA 4,700.0000 9,400.00 2.000 9,400 024 OBLITERATE SURFACING M2 2.5000 4,775.00 3,275.000 8,187 025 REMOVE METAL BEAM GUARD RAILING M 25.0000 12,000.00 455.000 11,375 (S) 026 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 4.0000 17,320.00 4,330.000 17,320 (S) STRIPE 027 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 11,160.00 1,595.000 4,785 (S) 028 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,560.00 520.000 1,560 (S) 029 REMOVE ROADSIDE SIGN (WOOD POST) EA 200.0000 3,200.00 13.000 2,600 030 REMOVE CULVERT EA 40,000.0000 40,000.00 1.000 40,000 031 REMOVE INLET EA 250.0000 750.00 3.000 750 032 REMOVE DOWNDRAIN EA 4,800.0000 9,600.00 2.000 9,600 033 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 60.0000 4,200.00 70.000 4,200 (S) 034 RESET TEMPORARY RAILING (TYPE K) M 12.0000 7,800.00 750.300 9,003 035 CLEARING AND GRUBBING LS 145,000.0000 145,000.00 1.000 145,000 036 LEAD COMPLIANCE PLAN LS 5,700.0000 5,700.00 1.000 5,700 037 ROCK EXCAVATION M3 23.0000 7,038,000.00 353,288.500 8,125,635 038 STRIPPING EXCAVATION M3 20.0000 13,600.00 680.000 13,600 (F) 039 DRILL HOLE (PRESPLITTING) M 10.0000 137,000.00 1,136.800 11,368 040 SHOULDER BACKING M3 99.0000 17,820.00 60.000 5,940 041 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 448,000.00 4,452.610 445,261 (F) 042 STRUCTURE EXCAVATION (ABOVE PIER COLUMN) M3 417.0000 225,180.00 540.000 225,180 (F) 043 STRUCTURE EXCAVATION (PIER COLUMN) M3 1,500.0000 855,000.00 570.104 855,156 (F) 044 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 100.0000 185,000.00 1,850.000 185,000 (F) 045 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 192,000.00 2,440.860 195,268 (F) 046 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 60.0000 69,000.00 875.000 52,500 (F) 047 LEAN CONCRETE BACKFILL M3 500.0000 170,000.00 340.000 170,000 (F) 048 FURNISH TIRE DERIVED AGGREGATE (TDA) TONN 200.0000 680,000.00 2,605.550 521,110 (S) 049 PLACE TIRE DERIVED AGGREGATE (TDA) TONN 25.0000 85,000.00 2,605.400 65,135 PROGRAM CAS145 PAGE 3 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 SELECT MATERIAL (TDA) M3 32.0000 97,600.00 2,615.000 83,680 051 FILTER FABRIC (TDA) M2 5.0000 20,000.00 3,875.000 19,375 052 150 MM PERFORATED PLASTIC PIPE M 171.0000 6,840.00 40.000 6,840 UNDERDRAIN (TDA) 053 WEED CONTROL MAT (FIBER) M2 75.0000 67,500.00 896.000 67,200 054 IMPORTED TOPSOIL M3 160.0000 353,600.00 2,209.500 353,520 055 CULTIVATE M2 2.0000 44,200.00 22,100.000 44,200 056 STRAW (EROSION CONTROL) TONN 950.0000 30,400.00 32.000 30,400 (S) 057 FIBER (EROSION CONTROL) TONN 950.0000 20,900.00 22.000 20,900 (S) 058 FIBER ROLLS M 14.0000 60,200.00 4,300.000 60,200 059 COMPOST (EROSION CONTROL) M3 590.0000 13,570.00 23.020 13,581 (S) 060 COMPOST (MITIGATION PLANTING AREA) M3 656.0000 32,800.00 45.000 29,520 (S) 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 4,000.0000 24,000.00 5.000 20,000 (S) 062 PURE LIVE SEED (EROSION CONTROL) KG 45.0000 70,200.00 1,559.950 70,197 (S) 063 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.6000 6,240.00 2,451.300 6,373 (S) 064 STABILIZING EMULSION (EROSION CONTROL) KG 3.9000 3,900.00 1,000.000 3,900 (S) 065 CLASS 2 AGGREGATE BASE M3 77.0000 531,300.00 6,272.500 482,982 066 ASPHALT TREATED PERMEABLE BASE M3 264.0000 195,360.00 440.800 116,371 067 ASPHALT CONCRETE (TYPE A, 19-MM TONN 135.0000 1,159,650.00 7,983.000 1,077,705 MAXIMUM GRADING) 068 ASPHALT CONCRETE (TYPE A, 12.5-MM TONN 141.0000 157,920.00 635.200 89,563 MAXIMUM GRADING) 069 ASPHALT CONCRETE TONN 152.0000 294,880.00 1,773.000 269,496 (OPEN GRADED, 25-MM MAXIMUM GRADING) 070 ASPHALT CONCRETE TONN 167.0000 70,140.00 420.000 70,140 (OPEN GRADED, 12.5 MM MAXIMUM GRADING) 071 PAVEMENT REINFORCING FABRIC M2 13.0000 468.00 36.000 468 072 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 36,000.00 620.000 31,000 AREA) 073 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 10.5000 619.50 67.000 703 074 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.5000 252.00 24.000 252 075 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 10.5000 1,512.00 62.000 651 076 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.5000 84.00 8.000 84 PROGRAM CAS145 PAGE 4 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 RUMBLE STRIP STA 120.0000 5,640.00 50.000 6,000 (AC, GROUND-IN INDENTATIONS) 078 600 MM DRILLED HOLE M 250.0000 22,500.00 90.000 22,500 (S) 079 750 MM DRILLED HOLE M 115.0000 112,700.00 981.380 112,858 (S) 080 900 MM DRILLED HOLE M 166.0000 31,540.00 188.000 31,208 (S) 081 1.0 M DRILLED HOLE M 205.0000 41,000.00 196.000 40,180 (S) 082 SOLDIER PIPE (W310 X 158) M 383.0000 38,300.00 96.000 36,768 (S) 083 SOLDIER PIPE (W460 X 74) M 180.0000 68,400.00 376.000 67,680 (S) 084 SOLDIER PIPE (W460 X 128) M 311.0000 124,400.00 392.000 121,912 (S) 085 SOLDIER PIPE (W460 X 286) M 694.0000 97,160.00 138.000 95,772 (S) 086 SOLDIER PIPE (W530 X 182) M 442.0000 373,490.00 846.000 373,932 (S) 087 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 9,000.00 0.000 0 PILING (ANCHOR) 088 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 717,500.00 2,461.900 1,230,950 (S) PILING 089 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 2,760,000.00 688.050 2,752,200 (S) PILING 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 1,300,000.0000 1,300,000.00 1.000 1,300,000 (S) (LOCATION 1) 091 PRESTRESSING CAST-IN-PLACE CONCRETE LS 120,000.0000 120,000.00 1.000 120,000 (S) (LOCATION 2) 092 TIEBACK ANCHOR EA 5,000.0000 600,000.00 120.000 600,000 (S) 093 STRUCTURAL CONCRETE M3 750.0000 93,750.00 125.000 93,750 (F) 094 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 1,004,000.00 1,322.400 1,057,920 (F) 095 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 9,525,000.00 6,535.351 9,803,026 (F) 096 STRUCTURAL CONCRETE, BRIDGE M3 2,558.0000 13,813,200.00 5,400.000 13,813,200 (F) (SEGMENTAL BOX GIRDER) 097 STRUCTURAL CONCRETE, PIER COLUMN M3 800.0000 384,000.00 480.000 384,000 (F) 098 STRUCTURAL CONCRETE, APPROACH SLAB M3 450.0000 63,000.00 140.000 63,000 (F) (TYPE N) 099 CLASS 1 CONCRETE (BACKFILL) M3 500.0000 185,000.00 370.000 185,000 (F) 100 MINOR CONCRETE (MINOR STRUCTURE) M3 1,600.0000 21,440.00 8.280 13,248 (F) 101 MINOR CONCRETE (BACKFILL) M3 340.0000 3,400.00 0.000 0 102 SCULPTURED SHOTCRETE TEXTURE M2 54.0000 25,920.00 480.000 25,920 (F) 103 PTFE SPHERICAL BEARING EA 13,000.0000 52,000.00 4.000 52,000 (S) PROGRAM CAS145 PAGE 5 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 100 MM) M 250.0000 6,250.00 25.000 6,250 (S) 105 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,700.0000 67,500.00 25.000 67,500 (S) 106 BAR REINFORCING STEEL KG 2.0000 126,000.00 63,000.000 126,000 (SF) 107 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 1,380,000.00 652,923.000 1,305,846 (SF) 108 BAR REINFORCING STEEL, BRIDGE KG 2.7000 1,887,300.00 699,000.000 1,887,300 (SF)(SUPERSTRUCTURE) 109 BAR REINFORCING STEEL, BRIDGE KG 2.0000 2,972,000.00 1,486,167.000 2,972,334 (SF)(SUBSTRUCTURE) 110 HEADED BAR REINFORCEMENT EA 15.0000 24,300.00 1,620.000 24,300 (SF) 111 SHOTCRETE M3 500.0000 105,000.00 210.000 105,000 (SF) 112 ROADSIDE SIGN - ONE POST EA 300.0000 4,500.00 15.000 4,500 113 ROADSIDE SIGN - TWO POST EA 800.0000 2,400.00 1.000 800 114 TIMBER LAGGING M3 1,901.0000 475,250.00 252.485 479,973 (SF) 115 CLEAN AND PAINT STEEL SOLDIER PILE LS 70,000.0000 70,000.00 1.000 70,000 (S) 116 PREPARE AND STAIN CONCRETE M2 30.0000 14,400.00 480.000 14,400 (SF) 117 600 MM ALTERNATIVE PIPE CULVERT M 388.0000 25,608.00 66.000 25,608 118 600 MM PLASTIC PIPE (SPECIAL) M 430.0000 63,640.00 0.000 0 119 80 MM PLASTIC PIPE (OUTLET) M 261.0000 10,440.00 23.310 6,083 120 150 MM PLASTIC PIPE (OUTLET) M 275.0000 7,975.00 29.000 7,975 121 80 MM PLASTIC PIPE (EDGE DRAIN) M 161.0000 123,970.00 767.000 123,487 122 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 261.0000 31,320.00 112.000 29,232 123 FURNISH AND INSTALL DRAIN PIPE M 10.5000 7,560.00 409.200 4,296 (HORIZONTAL DRAIN) 124 DRILL HOLE (HORIZONTAL DRAIN) M 66.0000 44,880.00 402.600 26,571 125 200 MM COLLECTOR SYSTEM M 290.0000 43,500.00 0.000 0 (HORIZONTAL DRAIN) 126 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 399.0000 31,122.00 78.000 31,122 (2.77 MM THICK) 127 600 MM ANCHOR ASSEMBLY EA 493.0000 6,902.00 14.000 6,902 128 CABLE ANCHORAGE SYSTEM M 231.0000 27,720.00 0.000 0 129 600 MM DOWNDRAIN (SPECIAL) M 651.0000 38,409.00 0.000 0 130 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 PROGRAM CAS145 PAGE 6 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 328.0000 200,080.00 963.900 316,159 132 ROCK SLOPE PROTECTION M3 328.0000 22,960.00 92.770 30,428 (FACING, METHOD B) 133 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 328.0000 104,960.00 320.000 104,960 134 ROCK SLOPE PROTECTION FABRIC M2 7.0000 17,500.00 1,002.600 7,018 135 MINOR CONCRETE (GUTTER) M 625.0000 77,500.00 124.000 77,500 (F) 136 MISCELLANEOUS IRON AND STEEL KG 6.0000 3,954.00 501.000 3,006 (SF) 137 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 11,000.00 1,100.000 11,000 (SF) 138 BRIDGE DECK DRAINAGE SYSTEM KG 15.0000 4,650.00 310.000 4,650 (SF) 139 CABLE GATE EA 1,800.0000 1,800.00 0.000 0 (S) 140 SURVEY MONUMENT EA 850.0000 3,400.00 0.000 0 141 MILEPOST MARKER EA 60.0000 120.00 2.000 120 142 MARKER (CULVERT) EA 50.0000 750.00 13.000 650 143 GUARD RAILING DELINEATOR EA 18.0000 198.00 11.000 198 144 METAL BEAM GUARD RAILING M 90.0000 54,900.00 547.600 49,284 (S) 145 CABLE RAILING M 100.0000 29,000.00 290.000 29,000 (SF) 146 TRANSITION RAILING (TYPE WB) EA 3,300.0000 26,400.00 9.000 29,700 (S) 147 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,200.0000 37,400.00 15.000 33,000 (S) 148 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 149 CONCRETE BARRIER (TYPE 60D) M 170.0000 19,380.00 114.000 19,380 (F) 150 CONCRETE BARRIER (TYPE 80) M 300.0000 374,400.00 1,267.502 380,250 (F) 151 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 5,670.00 78.000 5,460 (S) 152 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 18,150.00 14,225.000 21,337 (S) 153 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 66.00 43.000 86 (S) 154 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 220.00 128.000 256 (S) (BROKEN 1.83 M - 0.30 M) 155 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,840.00 920.000 1,840 (S) (BROKEN 10.98 M - 3.66 M) 156 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,240.00 379.000 758 (S) (BROKEN 5.18 M - 2.14 M) 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 2,960.00 740.000 2,960 (S) PROGRAM CAS145 PAGE 7 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 INSTALL UTILITY CONDUIT M 170.0000 265,200.00 1,560.000 265,200 (S) 159 INSTALL PULL BOX EA 2,250.0000 20,250.00 10.000 22,500 (S) 160 SEISMIC MONITORING SYSTEM LS 150,000.0000 150,000.00 1.000 150,000 (S) 161 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 162 250 MM WELDED STEEL PIPE CASING (BRIDGE) M 200.0000 22,400.00 110.000 22,000 163 TUBULAR BICYCLE RAILING M 200.0000 249,600.00 1,267.500 253,500 PROGRAM CAS145 PAGE 8 DATE 10/16/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-397514 TIME 08:37 AM ESTIMATE NO. 52 BID OPENING 05/09/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/31/09 R.E. NAME: COHEN, SEBASTIAN DATE OF THIS ESTIMATE 10/16/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 61,109,282.45 ADJUSTMENT OF COMPENSATION 584,533.48 2,392,288.59 EXTRA WORK 0.00 5,394,524.33 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 584,533.48 68,896,095.37 164 MOBILIZATION LS 6,198,627.0000 6,198,627.00 1.000 6,198,627 ORIGINAL CONTRACT AMOUNT 65,740,721.50 TOTAL WORK COMPLETED 584,533.48 75,094,722.37 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 584,533.48 75,084,722.37 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 06/05/06 795 06/05/06 06/20/06 12/31/09 838 42 50 0 100% 100% COHEN, SEBASTIAN RESIDENT ENGINEER PROGRAM CAS145 DATE 10/16/12