PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/22/11 EST. NO.32 TIME 01:50 PM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- 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 0322-3 -6,804.97 E.W. @ F.A.(+) 113010 N 0906.0 DAO CORRECTING ENTRY 0362 451.01 010811 N 1045.0 0453 7,037.97 122210 N 1201.0 0471 1,939.03 061311 N 1229.0 0473 817.41 060911 N 1233.0 0475 791.45 060611 N 1224.1 0476 561.76 061311 N 1229.1 0477 294.80 060911 N 1233.1 0478 1,370.14 060811 N 1234.1 0479 855.09 061511 N 1239.0 0480 884.99 061411 N 1241.0 0483 1,028.71 052311 N 1245.0 0484 545.60 061311 N 1229.2 0485 1,362.68 052311 N 1245.1 0489 1,545.70 071111 N 1253.0 0491 216.78 070711 N 1257.0 0492 707.47 070611 N 1258.0 0493 117.23 071311 N 1261.0 0494 1,432.45 071411 N 1262.0 0495 820.51 071211 N 1265.0 005 0132 812.76 E.W. @ F.A.(+) 070511 N 1255.0 050 0001 544.40 E.W. @ F.A.(+) 070511 N 1254.0 0002 448.62 070711 N 1259.0 0003 695.94 070611 N 1260.0 055 0187 94.22 E.W. @ F.A.(+) 020411 N 1066.2 0188 148.50 120210 N 0915.3 073 0010 682.00 E.W. @ F.A.(+) 061011 N 1230.1 0011 545.60 060811 N 1232.1 0012 750.20 060911 N 1235.1 0013 109.70 061511 N 1240.0 0014 582.26 061311 N 1244.0 0015 913.39 061411 N 1246.0 112 0001 319.68 E.W. @ F.A.(+) 052411 N 1211.0 0002 666.29 052411 N 1211.1 23,289.37 TOTAL THIS ESTIMATE 2,298,194.07 TOTAL PREVIOUS ESTIMATE 2,321,483.44 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/22/11 EST. NO.32 TIME 01:50 PM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CORE THCK 3/1-2/10 -614.64 17 CORE THCK 3/10-11/10 -463.80 17 0.00 -1,078.44 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 08 DOCS RECD 10,000.00 20 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS FEB 09 -10,000.00 03 O/S PRS MARCH -10,000.00 04 PRS RECD FEB 10,000.00 04 O/S PRS APRIL -10,000.00 05 PRS RECD MAR 10,000.00 05 O/S PRS MAY -10,000.00 06 O/S PRS JUNE -10,000.00 07 PRS RECD APRIL 10,000.00 07 PRS RECD MAY 10,000.00 07 O/S PRS JULY -10,000.00 08 O/S PRS AUG -10,000.00 09 O/S PRS SEPT -10,000.00 11 PRTL PRS RECD JUNE 8,000.00 11 PRTL PRS RECD AUG 2,000.00 11 O/S PRS OCT -10,000.00 12 PRS RECD AUG 8,000.00 12 PRS RECD SEPT 10,000.00 12 O/S PRS NOV -1,000.00 13 PRS RECD JULY 10,000.00 13 PRTL PRS OCT 8,000.00 13 O/S PRS JAN -1,000.00 15 PRS RECD JUNE 2,000.00 15 O/S PRS FEB -1,000.00 16 O/S PRS MARCH -3,000.00 17 PRS RECD NOV 1,000.00 17 PRS RECD FEB 1,000.00 17 PRS RECD OCT 09 2,000.00 17 PRS RECD JAN 1,000.00 17 O/S PRS APRIL -1,000.00 18 O/S PRS MAY -10,000.00 19 O/S PRS JUNE -2,500.00 20 PRS RECD APRIL 1,000.00 20 PRS RECD MAY 10,000.00 20 PRTL PRS MARCH 2,000.00 20 O/S PRS JULY -2,000.00 21 PRS RECD MARCH 1,000.00 21 O/S PRS AUG -1,000.00 22 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/22/11 EST. NO.32 TIME 01:50 PM R.E. NAME: BREYER, RICHARD 11-2T0814 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL PRS JULY 1,000.00 22 O/S PRS SEPT -10,000.00 23 PRS RECD JULY 1,000.00 23 PRS RECD AUG 1,000.00 23 O/S PRS OCT -2,000.00 24 O/S PRS NOV -2,000.00 25 O/S PRS DEC -2,000.00 26 SUBCONTRACTING VIOL -13,083.00 27 PRTL PRS RECD OCT 10 1,000.00 28 PRTL PRS RECD NOV 10 1,000.00 28 PRTL PRS RECD DEC 10 1,000.00 28 PRS RECD OCT 10 1,000.00 29 PRS RECD NOV 10 1,000.00 29 PRS RECD DEC 10 1,000.00 29 PRTL SEP 2010 DEL 6,000.00 31 RECD JUN'10DEL 1,000.00 32 1,000.00 -18,583.00 TOTAL DEDUCTIONS 1,000.00 -19,661.44 PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 11-SD-15-M26.0/R30.2 ----------------- FLATIRON CORP. IN SAN DIEGO COUNTY IN AND NEAR 1770 LA COSTA MEADOWS DRIVE ESCONDIDO AT VARIOUS LOCATIONS FROM SAN MARCOS CA 92078 0.1 KM S OF HIGHLAND ROAD OC TO 0.2 KM N OF NINTH AVENUE UC FED. AID NO. ACIM-015 (203)N ,CMLN-6211(52)N CONSTRUCT MANAGED LANES - NORTH ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,250.0000 6,250.00 0.500 3,125.00 02 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,300,000.00 21.000 42,000.00 562.000 1,124,000.00 03 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 04 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 05 CONSTRUCTION SITE MANAGEMENT LS 135,000.0000 135,000.00 0.033 4,455.00 0.865 116,775.00 S) 06 PREPARE STORM WATER POLLUTION LS 500.0000 500.00 0.013 6.50 0.846 423.00 S) PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 99,000.00 6,119.070 61,190.70 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 48,000.00 24.000 48,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 2,900.0000 49,300.00 17.000 49,300.00 10 TEMPORARY CHECK DAM M 30.0000 12,600.00 533.200 15,996.00 11 MOVE-IN/MOVE-OUT EA 750.0000 3,750.00 2.000 1,500.00 S) (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 300.0000 26,700.00 63.000 18,900.00 13 TEMPORARY HYDRAULIC MULCH M2 0.8000 4,920.00 0.000 0.00 S) (BONDED FIBER MATRIX) 14 STREET SWEEPING LS 93,000.0000 93,000.00 0.033 3,069.00 0.865 80,445.00 15 TEMPORARY HYDRAULIC MULCH M2 0.4500 25,020.00 18,830.650 8,473.79 S) 16 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.013 585.00 0.746 33,570.00 S) 17 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.033 11,550.00 0.865 302,750.00 S) 18 TYPE III BARRICADE EA 100.0000 5,500.00 99.000 9,900.00 S) 19 TEMPORARY PAVEMENT MARKING M2 35.0000 3,430.00 154.280 5,399.80 S) 20 TRAFFIC PLASTIC DRUM EA 47.0000 27,683.00 470.000 22,090.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.0000 26,550.00 3,116.000 9,348.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 240,000.00 0.646 7,752.00 17.292 207,504.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 21.0000 424,200.00 21,788.250 457,553.25 S) 24 TEMPORARY CRASH CUSHION MODULE EA 250.0000 82,500.00 265.000 66,250.00 S) 25 TEMPORARY CRASH CUSHION (ABSORB-350) EA 6,000.0000 72,000.00 11.000 66,000.00 S) 26 ABANDON CULVERT EA 1,200.0000 8,400.00 8.000 9,600.00 27 ABANDON IRRIGATION CROSSOVER EA 650.0000 21,450.00 12.000 7,800.00 28 ABANDON INLET EA 1,100.0000 1,100.00 1.000 1,100.00 29 ABANDON PIPELINE EA 1,700.0000 1,700.00 1.000 1,700.00 30 REMOVE CHAIN LINK FENCE M 16.0000 17,600.00 1,249.790 19,996.64 S) 31 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 REMOVE CABLE BARRIER M 9.0000 32,310.00 3,329.300 29,963.70 S) 34 REMOVE CABLE ANCHOR ASSEMBLY EA 250.0000 3,000.00 7.000 1,750.00 S) 35 REMOVE METAL BEAM GUARD RAILING M 25.0000 10,375.00 374.670 9,366.75 S) 36 REMOVE SINGLE METAL BEAM BARRIER M 25.0000 15,000.00 594.400 14,860.00 S) 37 REMOVE DOUBLE METAL BEAM BARRIER M 40.0000 3,560.00 90.000 3,600.00 S) 38 REMOVE TRAFFIC STRIPE M 1.3500 82,755.00 47,295.547 63,848.99 S) 39 REMOVE PAVEMENT MARKING M2 25.0000 1,650.00 102.090 2,552.25 S) 40 REMOVE CHANNELIZERS EA 2.0000 380.00 0.000 0.00 41 REMOVE ROADSIDE SIGN EA 125.0000 2,375.00 23.000 2,875.00 42 REMOVE SIGN STRUCTURE EA 3,000.0000 33,000.00 11.550 34,650.00 S) 43 REMOVE CULVERT M 83.0000 19,090.00 175.210 14,542.43 44 REMOVE INLET EA 730.0000 2,920.00 7.000 5,110.00 45 REMOVE BASE AND SURFACING M3 22.0000 27,500.00 286.370 6,300.14 46 RESET ROADSIDE SIGN EA 350.0000 2,800.00 1.000 350.00 47 RELOCATE ROADSIDE SIGN EA 350.0000 6,650.00 8.000 2,800.00 48 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.0000 66,600.00 9,011.946 54,071.68 S) 49 REMOVE CONCRETE (DITCH) M3 343.0000 2,401.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE BARRIER (TYPE K) M 2.0000 14,700.00 6,990.800 13,981.60 51 CLEAN BRIDGE DECK M2 10.0000 30,950.00 0.000 0.00 52 CAP INLET EA 1,800.0000 14,400.00 9.000 16,200.00 53 CAP RISER EA 1,500.0000 1,500.00 1.000 1,500.00 54 REMOVE CRASH CUSHION (SAND FILLED) EA 775.0000 775.00 0.000 0.00 S) 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 BRIDGE REMOVAL (PORTION), LOCATION A LS 55,000.0000 55,000.00 1.000 55,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION C LS 39,000.0000 39,000.00 1.000 39,000.00 59 BRIDGE REMOVAL (PORTION), LOCATION D LS 47,500.0000 47,500.00 1.000 47,500.00 60 BRIDGE REMOVAL (PORTION), LOCATION E LS 48,500.0000 48,500.00 1.000 48,500.00 61 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 62 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.033 660.00 0.865 17,300.00 63 ROADWAY EXCAVATION M3 14.0000 2,030,000.00 144,981.910 2,029,746.74 64 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 65 STRUCTURE EXCAVATION (BRIDGE) M3 160.0000 233,600.00 1,460.000 233,600.00 F) 66 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 54,500.00 1,090.000 54,500.00 F) 67 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 150,800.00 10,337.885 206,757.70 F) 68 STRUCTURE BACKFILL (BRIDGE) M3 108.0000 202,608.00 550.000 59,400.00 1,177.560 127,176.48 F) 69 STRUCTURE BACKFILL (RETAINING WALL) M3 46.0000 332,120.00 7,059.080 324,717.68 F) 70 PERVIOUS BACKFILL MATERIAL M3 123.0000 8,610.00 70.000 8,610.00 F) 71 PERVIOUS BACKFILL MATERIAL (RETAINING M3 89.0000 51,175.00 555.240 49,416.36 F) WALL) 72 SAND BACKFILL M3 165.0000 24,750.00 156.320 25,792.80 73 DITCH EXCAVATION M3 106.0000 7,420.00 87.500 9,275.00 74 HIGHWAY PLANTING LS 54,000.0000 54,000.00 0.000 0.00 S) 75 IMPORTED TOPSOIL M3 45.0000 72,450.00 0.000 0.00 76 DUFF M2 6.0000 319,200.00 52,901.950 317,411.70 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (BIOFILTRATION) M2 14.0000 4,340.00 0.000 0.00 S) 78 EROSION CONTROL (TYPE D) M2 5.5000 361,900.00 52,491.700 288,704.35 S) 79 EROSION CONTROL (HYDRAULIC MATRIX) M2 6.4000 76,160.00 11,964.000 76,569.60 S) 80 FIBER ROLLS M 8.0000 92,000.00 13,115.010 104,920.08 81 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 3,750.00 5.000 3,750.00 S) 82 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 83 PLANT ESTABLISHMENT WORK LS 77,000.0000 77,000.00 0.000 0.00 S) 84 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.222 88,800.00 S) 85 NPS 4 SUPPLY LINE (BRIDGE) M 385.0000 123,585.00 344.000 132,440.00 86 50 MM WATER METER EA 2,600.0000 5,200.00 0.000 0.00 S) 87 75 MM WATER METER EA 5,000.0000 5,000.00 0.000 0.00 S) 88 200 MM PLASTIC PIPE, SCHEDULE 40 M 115.0000 805.00 5.300 609.50 89 250 MM CORRUGATED HIGH DENSITY M 207.0000 151,110.00 141.000 29,187.00 550.430 113,939.01 S) POLYETHYLENE PIPE CONDUIT 90 200 MM WELDED STEEL PIPE CONDUIT M 185.0000 57,350.00 278.000 51,430.00 S) (6.35 MM THICK) 91 250 MM WELDED STEEL PIPE CONDUIT M 260.0000 8,060.00 31.000 8,060.00 S) (6.35 MM THICK) 92 FINISHING ROADWAY LS 45,000.0000 45,000.00 0.000 0.00 93 CLASS 2 AGGREGATE BASE M3 38.0000 1,250,200.00 24,764.730 941,059.74 94 AGGREGATE BASE (APPROACH SLAB) M3 700.0000 4,900.00 0.000 0.00 95 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,300.0000 11,700.00 0.460 598.00 96 HOT MIX ASPHALT TONN 89.0000 3,622,300.00 25,214.760 2,244,113.64 97 PLACE HOT MIX ASPHALT DIKE M 6.0000 15,720.00 2,484.090 14,904.54 98 PLACE HOT MIX ASPHALT M2 33.0000 2,838.00 126.450 4,172.85 (MISCELLANEOUS AREA) 99 TACK COAT TONN 1,200.0000 132,000.00 7.180 8,616.00 00 CONCRETE PAVEMENT M3 220.0000 4,972,000.00 14,314.600 3,149,212.00 01 SEAL LONGITUDINAL ISOLATION JOINT M 21.0000 256,200.00 6,758.660 141,931.86 S) 02 REPAIR SPALLED JOINTS LS 100.0000 100.00 0.000 0.00 03 SEAL LONGITUDINAL JOINT M 4.2000 101,220.00 9,965.760 41,856.19 PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 SEAL TRANSVERSE JOINT M 4.2000 63,000.00 11,723.690 49,239.50 05 GRIND EXISTING CONCRETE M2 5.0000 43,400.00 8,637.196 43,185.98 S) PAVEMENT 06 FURNISH STEEL PILING (HP 250 X 85) M 144.0000 138,240.00 960.000 138,240.00 07 DRIVE STEEL PILE (HP 250 X 85) EA 1,120.0000 92,960.00 83.000 92,960.00 S) 08 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 450.0000 441,450.00 966.206 434,792.70 S) PILING 09 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 800.0000 26,400.00 27.880 22,304.00 S) PILING (ROCK SOCKET) 10 FURNISH PILING (CLASS 625) M 138.0000 145,038.00 911.000 125,718.00 (ALTERNATIVE V) 11 DRIVE PILE (CLASS 625) (ALTERNATIVE V) EA 900.0000 95,400.00 106.000 95,400.00 S) 12 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 120.0000 172,920.00 1,558.600 187,032.00 SF)PILING (SOUND WALL) 13 PRESTRESSING CAST-IN-PLACE CONCRETE LS 490,000.0000 490,000.00 0.195 95,550.00 1.000 490,000.00 S) 14 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 450.0000 391,050.00 869.000 391,050.00 F) 15 STRUCTURAL CONCRETE, BRIDGE M3 710.0000 3,089,210.00 4,230.000 3,003,300.00 F) 16 JACKING SUPERSTRUCTURE LS 80,000.0000 80,000.00 1.000 80,000.00 S) 17 STRUCTURAL CONCRETE, RETAINING WALL M3 450.0000 202,500.00 450.000 202,500.00 F) 18 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 220,000.00 47.500 52,250.00 147.500 162,250.00 F) (TYPE N) 19 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 80,300.00 74.800 82,280.00 (TYPE R) 20 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 302,500.00 150.000 165,000.00 F) (TYPE N MODIFIED) 21 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,800.0000 48,600.00 24.170 43,506.00 F) 22 CLASS 1 CONCRETE (RETAINING WALL) M3 450.0000 847,350.00 1,801.170 810,526.50 F) 23 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 180,000.00 62.400 112,320.00 F) 24 MINOR CONCRETE (SOUND WALL) M3 750.0000 528,000.00 721.830 541,372.50 F) 25 PAVING NOTCH EXTENSION M3 1,930.0000 1,930.00 1.000 1,930.00 26 ARCHITECTURAL SURFACE (BARRIER) M2 44.0000 18,744.00 356.000 15,664.00 F) 27 ARCHITECTURAL SURFACE M2 55.0000 10,120.00 160.930 8,851.15 F) (BARRIER TILE TEXTURE) 28 SWIRLED PLASTER TEXTURE M2 70.0000 153,090.00 2,119.820 148,387.40 F) 29 BUTTRESS KEY TEXTURE M2 177.0000 354.00 2.000 354.00 F) 30 DRILL AND BOND DOWEL M 113.0000 16,837.00 38.790 4,383.27 PROGRAM CAS145 PAGE 6 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH PRECAST PRESTRESSED CONCRETE EA 60,000.0000 120,000.00 2.000 120,000.00 S) BOX GIRDER (20 M - 25 M) 32 ERECT PRECAST PRESTRESSED CONCRETE BOX EA 7,000.0000 14,000.00 2.000 14,000.00 S) GIRDER 33 CORE CONCRETE (151 MM - 200 MM) M 900.0000 900.00 0.000 0.00 S) 34 SOUND WALL (MASONRY BLOCK) M2 200.0000 1,274,200.00 7,081.300 1,416,260.00 SF) 35 ACCESS GATE (SOUND WALL) EA 3,350.0000 10,050.00 3.000 10,050.00 SF) 36 JOINT SEAL (MR 30 MM) M 115.0000 5,750.00 28.400 3,266.00 S) 37 JOINT SEAL (MR 40 MM) M 230.0000 9,430.00 42.100 9,683.00 S) 38 JOINT SEAL (MR 50 MM) M 285.0000 28,785.00 76.500 21,802.50 S) 39 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 1,278,480.00 785,846.640 1,257,354.62 SF) 40 BAR REINFORCING STEEL (RETAINING WALL) KG 2.2500 403,029.00 169,120.570 380,521.28 SF) 41 HEADED BAR REINFORCEMENT EA 20.0000 23,600.00 1,180.000 23,600.00 SF) 42 ASPHALT MEMBRANE WATERPROOFING M2 145.0000 8,700.00 0.000 0.00 SF) 43 TREAT BRIDGE DECK M2 5.0000 15,475.00 0.000 0.00 F) 44 FURNISH BRIDGE DECK TREATMENT MATERIAL L 10.0000 14,100.00 0.000 0.00 45 COLUMN CASING KG 13.0000 262,600.00 0.000 0.00 SF) 46 FURNISH SIGN STRUCTURE (TUBULAR) KG 12.0000 1,432,620.00 30,655.000 367,860.00 F) 47 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 119,385.00 30,655.000 30,655.00 SF) 48 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 49 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 50 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 45,000.00 3,000.000 45,000.00 F) WITHOUT WALKWAY) 51 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 24,000.00 3,000.000 24,000.00 SF)WITHOUT WALKWAY) 52 FURNISH LAMINATED PANEL SIGN M2 170.0000 47,600.00 95.170 16,178.90 (25.4 MM-TYPE A) 53 FURNISH SINGLE SHEET ALUMINUM SIGN M2 90.0000 2,700.00 23.880 2,149.20 (1.6 MM-UNFRAMED) 54 FURNISH SINGLE SHEET ALUMINUM SIGN M2 100.0000 5,800.00 22.030 2,203.00 (2.0 MM-UNFRAMED) 55 FURNISH SINGLE SHEET ALUMINUM SIGN M2 120.0000 480.00 7.990 958.80 (1.6 MM-FRAMED) 56 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 3,380.00 4.560 592.80 (2.0 MM-FRAMED) 57 1524 MM CAST-IN-DRILLED-HOLE M 2,400.0000 386,400.00 150.900 362,160.00 S) CONCRETE PILE (SIGN FOUNDATION) PROGRAM CAS145 PAGE 7 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 METAL (RAIL MOUNTED SIGN) KG 30.0000 60,000.00 160.000 4,800.00 59 ROADSIDE SIGN - ONE POST EA 500.0000 7,000.00 22.000 11,000.00 60 ROADSIDE SIGN - TWO POST EA 1,250.0000 2,500.00 5.000 6,250.00 61 ROADSIDE SIGN - ONE POST (WITH WEED MAT) EA 125.0000 875.00 4.000 500.00 62 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 1,125.00 5.000 625.00 METHOD) 63 INSTALL SIGN PANEL ON EXISTING SIGN M2 50.0000 1,900.00 0.000 0.00 SF)STRUCTURE 64 INSTALL ROADSIDE SIGN PANEL ON EA 200.0000 3,200.00 20.000 4,000.00 EXISTING POST 65 300 MM REINFORCED CONCRETE PIPE M 520.0000 1,820.00 0.000 0.00 66 450 MM REINFORCED CONCRETE PIPE M 268.0000 58,960.00 207.880 55,711.84 67 600 MM REINFORCED CONCRETE PIPE M 265.0000 180,200.00 780.120 206,731.80 68 750 MM REINFORCED CONCRETE PIPE M 760.0000 1,520.00 1.220 927.20 69 900 MM REINFORCED CONCRETE PIPE M 380.0000 178,600.00 488.900 185,782.00 70 1200 MM REINFORCED CONCRETE PIPE M 448.0000 26,880.00 59.780 26,781.44 71 1500 MM REINFORCED CONCRETE PIPE M 590.0000 118,000.00 194.320 114,648.80 72 100 MM PLASTIC PIPE UNDERDRAIN M 70.0000 17,500.00 255.960 17,917.20 73 100 MM PERFORATED PIPE UNDERDRAIN M 31.0000 76,260.00 2,331.000 72,261.00 74 450 MM BITUMINOUS COATED CORRUGATED M 314.0000 22,608.00 65.600 20,598.40 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 75 600 MM BITUMINOUS COATED CORRUGATED M 333.0000 36,630.00 108.690 36,193.77 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 76 DRAINAGE INLET MARKER EA 150.0000 450.00 0.000 0.00 77 900 MM BITUMINOUS COATED CORRUGATED M 900.0000 1,800.00 1.850 1,665.00 STEEL PIPE INLET (2.01 MM THICK) 78 GRATED LINE DRAIN M 1,050.0000 11,550.00 14.300 15,015.00 79 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 80 BACKFLOW PREVENTER ASSEMBLY EA 11,250.0000 11,250.00 1.000 11,250.00 81 200 MM POLYVINYL CHLORIDE PIPE CLASS 200 M 235.0000 82,250.00 340.814 80,091.29 82 100 MM BLOWOFF ASSEMBLY EA 2,800.0000 5,600.00 2.000 5,600.00 83 JACKED 900 MM WELDED STEEL PIPE M 2,900.0000 249,400.00 74.460 215,934.00 (50 MM THICK) PROGRAM CAS145 PAGE 8 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 84 450 MM CEMENT MORTER LINED AND COATED M 1,100.0000 102,300.00 95.570 105,127.00 WELDED STEEL PIPE 85 900 MM PRECAST CONCRETE PIPE INLET M 950.0000 9,500.00 6.150 5,842.50 86 1200 MM PRECAST CONCRETE PIPE INLET M 1,640.0000 3,936.00 2.350 3,854.00 87 900 MM PRECAST CONCRETE PIPE RISER M 1,500.0000 10,500.00 2.540 3,810.00 88 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 270.0000 1,107.00 4.100 1,107.00 89 ROCK SLOPE PROTECTION M3 256.0000 2,304.00 0.000 0.00 (FACING, METHOD B) 90 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 91 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 92 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 93 SLOPE PAVING (CONCRETE) M2 200.0000 1,154,400.00 0.000 0.00 F) (SPLIT FACED VENEER) 94 SLOPE PAVING (ROCK COBBLE) M2 850.0000 272,000.00 0.000 0.00 F) 95 MINOR CONCRETE (DITCH LINING) M3 450.0000 71,100.00 166.180 74,781.00 96 MINOR CONCRETE (SLOPE PROTECTION) M3 800.0000 152,000.00 171.920 137,536.00 97 ROCK SLOPE PROTECTION FABRIC M2 12.0000 480.00 13.170 158.04 98 MINOR CONCRETE (MISCELLANEOUS M3 700.0000 28,000.00 33.812 23,668.40 CONSTRUCTION) 99 MINOR CONCRETE (STRESS REDUCING SLAB) M3 590.0000 51,920.00 105.350 62,156.50 00 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 168,000.00 2,111.850 158,388.75 01 MISCELLANEOUS IRON AND STEEL KG 4.0000 43,800.00 5,181.000 20,724.00 SF) 02 MISCELLANEOUS METAL (BRIDGE) KG 11.0000 9,900.00 900.000 9,900.00 SF) 03 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 54,240.00 3,675.000 44,100.00 SF) 04 TUNNEL FIRE PROTECTION LS 18,000.0000 18,000.00 1.000 18,000.00 05 CHAIN LINK FENCE (TYPE CL-1.8) M 171.0000 5,814.00 143.770 24,584.67 S) 06 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,800.0000 1,800.00 3.000 5,400.00 S) 07 DELINEATOR (CLASS 1) EA 75.0000 1,875.00 0.000 0.00 08 MILEPOST MARKER EA 100.0000 400.00 0.000 0.00 09 GUARD RAILING DELINEATOR EA 25.0000 1,050.00 36.000 900.00 10 METAL BEAM GUARD RAILING M 97.0000 15,520.00 60.960 5,913.12 S) PROGRAM CAS145 PAGE 9 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 11 CABLE RAILING M 44.0000 4,532.00 103.000 4,532.00 S) 12 TRANSITION RAILING (TYPE WB) EA 3,400.0000 34,000.00 8.000 27,200.00 S) 13 TERMINAL SYSTEM (TYPE CAT) EA 5,800.0000 5,800.00 1.000 5,800.00 S) 14 TERMINAL SYSTEM (TYPE CAT) BACKUP EA 800.0000 800.00 1.000 800.00 S) 15 END ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 2,800.00 3.000 2,100.00 S) 16 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,400.0000 20,400.00 5.000 17,000.00 S) 17 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,100.0000 12,400.00 6.000 18,600.00 S) 18 ALTERNATIVE CRASH CUSHION SYSTEM EA 25,000.0000 25,000.00 1.000 25,000.00 S) 19 CONCRETE BARRIER (TYPE 60AR MODIFIED) M 165.0000 13,035.00 0.000 0.00 F) 20 CONCRETE BARRIER (TYPE 60 MODIFIED) M 330.0000 745,800.00 2,339.900 772,167.00 21 CONCRETE BARRIER (TYPE 60) M 150.0000 810,000.00 423.500 63,525.00 22 CONCRETE BARRIER (TYPE 60C) M 195.0000 156,000.00 0.000 0.00 23 CONCRETE BARRIER (TYPE 60E) M 706.0000 451,840.00 0.000 0.00 24 CONCRETE BARRIER (TYPE 60G MODIFIED) M 726.0000 147,378.00 203.800 147,958.80 25 CONCRETE BARRIER (TYPE 736A MODIFIED) M 200.0000 84,000.00 413.900 82,780.00 26 CONCRETE BARRIER (TYPE 736) M 230.0000 45,540.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 736 MODIFIED) M 250.0000 110,250.00 387.800 96,950.00 F) 28 CONCRETE BARRIER (TYPE 736B MODIFIED) M 400.0000 15,200.00 38.000 15,200.00 29 CONCRETE BARRIER (TYPE 736A MODIFIED) M 200.0000 16,200.00 81.000 16,200.00 F) 30 CONCRETE BARRIER (TYPE 736R MODIFIED) M 240.0000 93,120.00 327.000 78,480.00 F) 31 THERMOPLASTIC PAVEMENT MARKING M2 34.0000 10,540.00 7.050 239.70 S) 32 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 40,040.00 0.000 0.00 S) 34 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7000 4,428.00 51.000 137.70 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 1,245.00 27.000 40.50 S) (BROKEN 3.66 M - 0.92 M) 36 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 480.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 37 PAINT TRAFFIC STRIPE (1-COAT) M 0.3200 15,360.00 20,916.500 6,693.28 S) PROGRAM CAS145 PAGE 10 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 38 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 54,000.00 94,280.512 47,140.26 S) 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,000.00 15,045.000 15,045.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8500 31,350.00 5,824.000 16,598.40 S) 41 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 42 SIGNAL AND LIGHTING LS 107,000.0000 107,000.00 1.000 107,000.00 S) 43 TEMPORARY LIGHTING LS 270,000.0000 270,000.00 0.567 153,090.00 S) 44 LIGHTING (CITY STREET) LS 260,000.0000 260,000.00 0.060 15,600.00 0.299 77,740.00 S) 45 LIGHTING (TUNNEL) LS 124,000.0000 124,000.00 0.721 89,404.00 S) 46 LIGHTING AND SIGN ILLUMINATION LS 537,000.0000 537,000.00 0.741 397,917.00 S) 47 CHANGEABLE MESSAGE SIGN SYSTEM LS 39,000.0000 39,000.00 0.113 4,407.00 S) 48 SPRINKLER CONTROL CONDUIT (BRIDGE) M 58.0000 40,600.00 363.000 21,054.00 S) 49 TRAFFIC MONITORING STATION (LOCATION 1) LS 70,800.0000 70,800.00 0.191 13,522.80 S) 50 TRAFFIC MONITORING STATION (LOCATION 2) LS 128,800.0000 128,800.00 0.179 23,055.20 S) 51 TEMPORARY TRAFFIC MONITORING STATION LS 44,000.0000 44,000.00 0.000 0.00 S) 52 FIBER OPTIC COMMUNICATION SYSTEM LS 1429,000.0000 1,429,000.00 0.437 624,473.00 S) 53 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 54 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 55 RAMP METERING SYSTEM (LOCATION 1) LS 42,000.0000 42,000.00 0.079 3,318.00 0.079 3,318.00 S) 56 RAMP METERING SYSTEM (LOCATION 2) LS 54,000.0000 54,000.00 0.114 6,156.00 S) 57 RAMP METERING SYSTEM (LOCATION 3) LS 76,700.0000 76,700.00 0.055 4,218.50 1.000 76,700.00 S) 58 RAMP METERING SYSTEM (LOCATION 4) LS 62,600.0000 62,600.00 0.482 30,173.20 S) 59 TEMPORARY RAMP METERING SYSTEM (LOC 1) LS 58,000.0000 58,000.00 0.265 15,370.00 S) 60 TEMPORARY RAMP METERING SYSTEM (LOC 2) LS 52,700.0000 52,700.00 0.317 16,705.90 S) 61 TEMPORARY RAMP METERING SYSTEM (LOC 3) LS 87,000.0000 87,000.00 0.758 65,946.00 S) 62 FIRE HYDRANT EA 3,700.0000 7,400.00 1.800 6,660.00 S) 63 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 64 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 330,000.00 0.000 0.00 F) PROGRAM CAS145 PAGE 11 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 65 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.0000 30,000.00 0.000 0.00 F) 66 920 MM CAST-IN-DRILLED-HOLE M 2,500.0000 37,500.00 20.000 50,000.00 20.000 50,000.00 CONCRETE PILE (SIGN FOUNDATION) 67 900 MM BITUMINOUS COATED CORRUGATED M 840.0000 7,560.00 5.400 4,536.00 STEEL PIPE RISER (2.01 MM THICK) 68 CONCRETE BARRIER (TYPE 60R1) M 520.0000 13,000.00 24.500 12,740.00 69 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 3,440.00 0.000 0.00 (BROKEN 5.5 M - 3.50 M) 70 TEMPORARY CLOSED CIRCUIT TELEVISION LS 38,700.0000 38,700.00 0.027 1,044.90 (LOCATION 1) 71 TEMPORARY CLOSED CIRCUIT TELEVISION LS 36,750.0000 36,750.00 0.000 0.00 (LOCATION 2) PROGRAM CAS145 PAGE 12 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2T0814 TIME 01:50 PM ESTIMATE NO. 32 BID OPENING 10/23/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: BREYER, RICHARD DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 379,601.00 30,754,282.00 ADJUSTMENT OF COMPENSATION 0.00 84,910.74 EXTRA WORK 23,289.37 2,236,572.70 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 402,890.37 33,075,765.44 72 MOBILIZATION LS 3750,000.0000 3,750,000.00 1.000 3,750,000.00 ORIGINAL CONTRACT AMOUNT 46,599,284.00 TOTAL WORK COMPLETED 402,890.37 36,825,765.44 MATERIALS ON HAND ON SITE 11,272.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 1,000.00 -19,661.44 TOTAL 403,890.37 36,817,376.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/10/08 900 01/15/09 02/03/09 12/06/12 562 59 0 0 75% 86% PROGRESS IS SATISFACTORY BREYER, RICHARD RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11