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 05/26/11 EST. NO.28 TIME 02:01 PM R.E. NAME: SAOUD, NAHRO 08-472214 --------------------------------------------------------------------------- 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 0006 1,407.30 E.W. @ F.A.(+) 081709 Y 0018.0 0032 1,296.80 031411 N 0320.0 0033 1,848.55 012711 N 307.10 0034 3,674.00 050511 N REACT1 0034-1 -3,674.00 050511 N REACT1 DAO CORRECTING ENTRY 0034-2 4,824.54 050511 N REACT1 DAO CORRECTING ENTRY 0035 10,267.66 011111 N 0334.0 0036 10,363.31 011211 N 0335.0 002 0017 600.00 E.W. @ F.A.(+) 042710 N 0159.0 0018 1,162.50 021611 N 0292.0 004 0089-1 -191.42 E.W. @ F.A.(+) 020811 Y 0312.0 DAO CORRECTING ENTRY 0090 1,692.31 101310 N 95 0 0091 55.76 113010 N 101 0 0092 1,765.12 120210 N 661836 0093 5,671.02 120310 N 97 0 0094 930.54 120710 N 99 0 0095 615.16 120810 N 98 0 0096 1,461.94 120910 N 100 0 0097 865.66 121410 N 103 0 0098 1,044.84 121510 N 104 0 0099 92.58 122810 N 105 0 0100 241.61 123010 N 106 0 0101 487.71 011011 N 107 0 0102 347.27 011111 N 108 0 0103 390.10 011211 N 109 0 0104 859.38 011411 N 113 0 0105 675.41 011811 N 111 0 0106 700.15 012111 N 114 0 0107 191.42 020811 N 115 0 0108 1,804.22 012011 N 117 0 0109 793.75 022211 N 116 0 010 0031 1,002.10 E.W. @ F.A.(+) 071310 N 0254.0 0038 3,049.21 122410 N 0325.0 0039 3,355.00 052610 N 0190.1 0040 3,355.00 060210 N 0197.1 0041 3,355.00 060310 N 0198.1 0042 3,355.00 060810 N 0201.1 0043 4,015.00 060910 N 0202.1 0045 3,107.50 061510 N 0204.1 0048 3,107.50 062210 N 0207.1 0049 3,107.50 062310 N 0208.1 0050 3,107.50 062410 N 0209.1 0051 3,107.50 062510 N 0210.1 0053 1,468.78 052610 N 0257.1 0054 3,355.00 060410 N 0199.1 0055 1,100.00 060710 N 0200.1 018 0006 1,504.41 E.W. @ F.A.(+) 093010 N 0316.0 0007 525.03 100110 N 0317.0 0008 613.36 123010 N 0327.0 021 0006 25,888.36 A.C. @ U.P.(+) 120610 N PIA6 0 027 0006 2,057.98 E.W. @ F.A.(+) 012511 N 0305.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 05/26/11 EST. NO.28 TIME 02:01 PM R.E. NAME: SAOUD, NAHRO 08-472214 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009 2,279.88 041411 N 0322.0 0010 2,332.36 041511 N 0323.0 0011 1,107.84 041811 N 0324.0 0012 1,951.45 012511 N 658776 032 0005 2,104.14 E.W. @ F.A.(+) 031411 N 0318.0 0006 2,435.44 031511 N 0319.0 033 0001 -89,642.00 A.C. @ L.S.(-) 042811 N 1 0 48,371.03 TOTAL THIS ESTIMATE 2,607,836.60 TOTAL PREVIOUS ESTIMATE 2,656,207.63 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 05/26/11 EST. NO.28 TIME 02:01 PM R.E. NAME: SAOUD, NAHRO 08-472214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 10% SWPPP VIOLATION -322,523.00 04 10% SWPPP VIOLATION 322,523.00 06 2009 SOLID WASTE RPT -10,000.00 12 PEND PCC 4109 HEARNG -36,657.00 13 SOLID WASTE REPORT 10,000.00 15 25% SWPPP VIOLATION -799,070.90 17 25% SWPPP VIOLATION 799,070.90 18 PEND PCC 4109 HEARNG 36,657.00 19 0.00 0.00 LABOR COMPLIANCE VIOLATION MISSING PAYROLLS -10,000.00 12 MISSING DOCUMENTS -10,000.00 18 MISSING DOCUMENTS 10,000.00 20 MISSING DOCUMENTS -10,000.00 20 MISSING PAYROLLS 10,000.00 20 RESTITUTION/CMV ELEC -8,830.00 23 RESTITUTION/CMV ELEC 1,306.33 24 MISSING DOCUMENTS 10,000.00 25 RESTITUTION/CMV ELEC 7,523.67 25 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 02:01 PM ESTIMATE NO. 28 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/11 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 05/26/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 08-SBD-15-0.0/3.8 ---------------------------------- SECURITY PAVING COMPANY INC. IN SAN BERNARDINO AND RIVERSIDE P O BOX 1489 COUNTIES AT VARIOUS LOCATIONS FROM SUN VALLEY CA 91353-1489 ROUTE 15/60 SEPARATION TO SEVENTH STREET UNDERCROSSING FED. AID NO. ACIM-151(151)E ,HFL-HIHL(1)E REHABILITATE PAVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.010 50.00 1.000 5,000.00 02 TIME-RELATED OVERHEAD WDAY 4,900.0000 2,009,000.00 1.000 4,900.00 410.000 2,009,000.00 03 TEMPORARY FENCE (TYPE ESA) M 14.0000 47,460.00 3,390.000 47,460.00 04 CONSTRUCTION SITE MANAGEMENT LS 60,000.0000 60,000.00 1.000 60,000.00 05 PREPARE STORM WATER POLLUTION LS 4,000.0000 4,000.00 1.000 4,000.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 9.5000 2,090.00 264.000 2,508.00 07 TEMPORARY SILT FENCE M 8.0000 33,920.00 528.000 4,224.00 08 TEMPORARY GRAVEL BAG BERM M 16.5000 32,340.00 557.000 9,190.50 09 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 24,500.00 2.000 7,000.00 4.000 14,000.00 10 TEMPORARY COVER M2 6.0000 12,000.00 112.000 672.00 11 MOVE-IN/MOVE-OUT EA 600.0000 600.00 1.000 600.00 (TEMPORARY EROSION CONTROL) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 44,000.00 56.000 11,200.00 13 STREET SWEEPING LS 80,000.0000 80,000.00 1.000 80,000.00 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 180,000.0000 180,000.00 1.000 180,000.00 15 CONSTRUCTION AREA SIGNS LS 105,500.0000 105,500.00 1.000 105,500.00 16 TRAFFIC CONTROL SYSTEM LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 17 TYPE II BARRICADE EA 100.0000 200.00 2.000 200.00 18 TYPE III BARRICADE EA 100.0000 1,200.00 18.000 1,800.00 19 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 10,850.00 559.000 19,565.00 20 FLASHING BEACON (PORTABLE) EA 1,000.0000 18,000.00 20.000 20,000.00 21 TEMPORARY PAVEMENT MARKER EA 3.2000 11,328.00 11,429.000 36,572.80 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 5,000.0000 150,000.00 19.000 95,000.00 PROGRAM CAS145 PAGE 2 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 02:01 PM ESTIMATE NO. 28 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/11 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 23.5000 1,165,600.00 45,091.470 1,059,649.55 24 TEMPORARY CRASH CUSHION MODULE EA 180.0000 91,800.00 549.000 98,820.00 25 TEMPORARY TRAFFIC SCREEN M 11.0000 545,600.00 0.000 0.00 26 ABANDON CULVERT M 70.0000 26,600.00 370.640 25,944.80 27 REMOVE METAL BEAM GUARD RAILING M 50.0000 91,000.00 1,820.140 91,007.00 28 REMOVE TRAFFIC STRIPE M 0.9500 210,900.00 3,331.000 3,164.45 128,648.000 122,215.60 29 REMOVE PAVEMENT MARKING M2 16.0000 2,080.00 139.210 2,227.36 30 REMOVE PAVEMENT MARKER EA 0.5300 12,296.00 13,178.000 6,984.34 31 REMOVE ROADSIDE SIGN EA 275.0000 550.00 2.000 550.00 32 REMOVE SIGN STRUCTURE EA 11,000.0000 66,000.00 6.000 66,000.00 33 REMOVE ASPHALT CONCRETE DIKE M 3.6000 43,560.00 11,918.650 42,907.14 34 REMOVE GRATED LINE DRAIN M 350.0000 2,100.00 6.000 2,100.00 35 REMOVE INLET EA 1,750.0000 17,500.00 9.000 15,750.00 36 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 750.0000 2,250.00 3.000 2,250.00 37 SALVAGE METAL BRIDGE RAILING M 6.0000 12,240.00 2,040.000 12,240.00 38 SALVAGE CONCRETE BARRIER (TYPE K) M 9.5000 58,045.00 5,306.040 50,407.38 39 RECONSTRUCT ASPHALT CONCRETE ENTRANCE EA 400.0000 8,000.00 19.000 7,600.00 TAPER 40 RESET MILEPOST MARKER EA 35.0000 175.00 11.000 385.00 11.000 385.00 41 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.4500 372,600.00 107,742.420 371,711.35 42 REMOVE CONCRETE (STRUCTURE) M3 200.0000 1,400.00 0.000 0.00 43 CLEAN BRIDGE DECK M2 2.1200 83,104.00 40,836.400 86,573.17 44 CAP INLET EA 1,300.0000 39,000.00 24.000 31,200.00 45 BRIDGE REMOVAL (PORTION), LOCATION A LS 17,500.0000 17,500.00 1.000 17,500.00 46 BRIDGE REMOVAL (PORTION), LOCATION B LS 30,700.0000 30,700.00 1.000 30,700.00 47 BRIDGE REMOVAL (PORTION), LOCATION C LS 43,500.0000 43,500.00 1.000 43,500.00 48 BRIDGE REMOVAL (PORTION), LOCATION D LS 29,700.0000 29,700.00 1.000 29,700.00 49 BRIDGE REMOVAL (PORTION), LOCATION E LS 37,100.0000 37,100.00 1.000 37,100.00 PROGRAM CAS145 PAGE 3 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 02:01 PM ESTIMATE NO. 28 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/11 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION F LS 30,700.0000 30,700.00 1.000 30,700.00 51 SALVAGE CRASH CUSHION MODULES EA 2,500.0000 2,500.00 1.000 2,500.00 52 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 1.000 30,000.00 53 ROADWAY EXCAVATION M3 28.0000 1,128,400.00 4,120.000 115,360.00 38,203.190 1,069,689.32 54 LEAD COMPLIANCE PLAN LS 3,000.0000 3,000.00 1.000 3,000.00 55 ASBESTOS CONTAINING MATERIALS REMOVAL LS 10,000.0000 10,000.00 1.000 10,000.00 56 ASBESTOS COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 127.0000 77,470.00 36.000 4,572.00 646.000 82,042.00 F) 58 STRUCTURE BACKFILL (BRIDGE) M3 163.0000 81,989.00 29.300 4,775.90 532.300 86,764.90 F) 59 SAND BACKFILL M3 145.0000 11,455.00 69.690 10,105.05 60 DITCH EXCAVATION M3 30.0000 35,700.00 11.660 349.80 842.720 25,281.60 61 IMPORTED MATERIAL (SHOULDER BACKING) TONN 45.0000 3,195.00 71.000 3,195.00 62 EROSION CONTROL (TYPE D) HA 8,100.0000 25,920.00 3.035 24,583.50 63 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 550.00 1.000 550.00 64 250 MM WELDED STEEL PIPE CONDUIT M 165.0000 10,725.00 65.000 10,725.00 (6.35 MM THICK) 65 CLASS 2 AGGREGATE BASE M3 33.0000 405,900.00 409.920 13,527.36 12,260.230 404,587.59 66 AGGREGATE BASE (APPROACH SLAB) M3 250.0000 47,500.00 228.000 57,000.00 67 ASPHALT CONCRETE (TYPE A) TONN 64.0500 6,071,940.00 95,264.150 6,101,668.81 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 45.0000 2,610.00 58.000 2,610.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.5000 1,125.00 273.710 1,231.70 70 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 4.5000 33,165.00 7,315.130 32,918.09 71 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.5000 16,920.00 3,836.350 17,263.58 72 LIQUID ASPHALT, MC-70 (PRIME COAT) TONN 690.0000 131,100.00 69.410 47,892.90 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 690.0000 213,900.00 73.250 50,542.50 74 CONCRETE PAVEMENT M3 187.0000 2,954,600.00 14,700.813 2,749,052.03 75 REPLACE CONCRETE PAVEMENT M3 315.0000 11,907,000.00 36,023.516 11,347,407.54 (RAPID STRENGTH CONCRETE) 76 REPLACE CONCRETE PAVEMENT M2 418.0000 4,598,000.00 11,233.997 4,695,810.75 (PRECAST CONCRETE) PROGRAM CAS145 PAGE 4 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 02:01 PM ESTIMATE NO. 28 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/11 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 SEAL PAVEMENT JOINT M 8.3000 444,880.00 60,609.540 503,059.18 78 SEAL LONGITUDINAL ISOLATION JOINT M 7.9000 255,960.00 29,909.540 236,285.37 79 GRIND EXISTING CONCRETE M2 4.7200 906,240.00 187,107.300 883,146.46 PAVEMENT 80 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 317.0000 302,735.00 955.000 302,735.00 PILING 81 1.32 M CAST-IN-DRILLED-HOLE CONCRETE M 3,485.0000 146,370.00 42.000 146,370.00 PILING 82 PRESTRESSING CAST-IN-PLACE CONCRETE LS 247,000.0000 247,000.00 1.000 247,000.00 83 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 870.0000 113,100.00 130.000 113,100.00 F) 84 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 1,636,000.00 6.700 5,360.00 2,051.700 1,641,360.00 F) 85 STRUCTURAL CONCRETE, APPROACH SLAB M3 930.0000 325,500.00 350.000 325,500.00 F) (TYPE N) 86 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,230.0000 2,361,600.00 1,933.770 2,378,537.10 (TYPE R) 87 MINOR CONCRETE (MINOR STRUCTURE) M3 2,525.0000 315,625.00 114.423 288,918.08 F) 88 PAVING NOTCH EXTENSION M3 7,875.0000 393,750.00 42.000 330,750.00 89 DRILL AND BOND DOWEL M 100.0000 14,000.00 140.000 14,000.00 90 CORE CONCRETE (201 MM - 250 MM) M 250.0000 600.00 2.000 500.00 91 CORE TREATED BRIDGE DECK EA 150.0000 7,500.00 0.000 0.00 92 JOINT SEAL (MR 30 MM) M 152.0000 118,560.00 763.610 116,068.72 93 JOINT SEAL (MR 15 MM) M 236.0000 16,520.00 70.000 16,520.00 94 BAR REINFORCING STEEL (BRIDGE) KG 1.8900 554,620.50 3,204.430 6,056.37 296,654.430 560,676.87 F) 95 TREAT BRIDGE DECK M2 2.1200 83,104.00 40,836.400 86,573.17 F) 96 FURNISH BRIDGE DECK TREATMENT MATERIAL L 20.9500 332,476.50 18,538.800 388,387.86 97 FURNISH SIGN STRUCTURE (TUBULAR) KG 13.6500 1,882,840.05 137,937.000 1,882,840.05 F) 98 INSTALL SIGN STRUCTURE (TUBULAR) KG 0.5000 68,968.50 137,937.000 68,968.50 F) 99 FURNISH LAMINATED PANEL SIGN M2 207.0000 86,940.00 420.000 86,940.00 (25.4 MM-TYPE A) 00 FURNISH LAMINATED PANEL SIGN M2 200.0000 3,000.00 15.000 3,000.00 (25.4 MM-TYPE B) 01 1524 MM CAST-IN-DRILLED-HOLE M 1,300.0000 195,000.00 150.000 195,000.00 CONCRETE PILE (SIGN FOUNDATION) 02 INSTALL ROADSIDE SIGN EA 2,020.0000 4,040.00 2.000 4,040.00 (LAMINATED WOOD BOX POST) 03 300 MM ALTERNATIVE PIPE CULVERT M 262.0000 28,820.00 115.100 30,156.20 PROGRAM CAS145 PAGE 5 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 02:01 PM ESTIMATE NO. 28 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/11 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 375 MM ALTERNATIVE PIPE CULVERT M 308.0000 98,560.00 319.700 98,467.60 05 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 312,000.00 1,290.490 309,717.60 06 600 MM ALTERNATIVE PIPE CULVERT M 268.0000 67,000.00 242.000 64,856.00 07 GRATED LINE DRAIN M 423.0000 97,290.00 210.000 88,830.00 08 300 MM CORRUGATED STEEL PIPE RISER M 1,092.0000 8,736.00 7.400 8,080.80 (1.63 MM THICK) 09 375 MM ALTERNATIVE FLARED END SECTION EA 360.0000 5,400.00 15.000 5,400.00 10 450 MM ALTERNATIVE FLARED END SECTION EA 556.0000 1,668.00 3.000 1,668.00 11 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 300.0000 33,000.00 105.300 31,590.00 12 ROCK SLOPE PROTECTION M3 425.0000 1,020.00 2.400 1,020.00 2.400 1,020.00 (BACKING NO. 1, METHOD B) 13 SLOPE PAVING (CONCRETE) M3 715.0000 32,175.00 9.000 6,435.00 45.000 32,175.00 F) 14 ROCK SLOPE PROTECTION FABRIC M2 4.0000 920.00 206.700 826.80 15 MISCELLANEOUS IRON AND STEEL KG 4.0000 97,492.00 14,356.000 57,424.00 16 MISCELLANEOUS METAL (BRIDGE) KG 70.0000 3,360.00 48.000 3,360.00 F) 17 METAL BEAM GUARD RAILING M 79.0000 77,420.00 891.060 70,393.74 18 CHAIN LINK RAILING (TYPE 7L) M 239.0000 27,963.00 117.000 27,963.00 F) 19 TRANSITION RAILING (TYPE WB) EA 3,472.0000 180,544.00 47.000 163,184.00 20 END ANCHOR ASSEMBLY (TYPE SFT) EA 671.0000 6,039.00 8.000 5,368.00 21 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,900.0000 7,800.00 2.000 7,800.00 22 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,170.0000 34,870.00 4.000 12,680.00 23 CRASH CUSHION (REACT 62B060) EA 82,000.0000 82,000.00 1.000 82,000.00 24 CONCRETE BARRIER (TYPE 60) M 102.0000 163,200.00 1,741.910 177,674.82 25 CONCRETE BARRIER (TYPE 60A) M 181.0000 9,593.00 53.000 9,593.00 F) 26 CONCRETE BARRIER (TYPE 60C) M 147.0000 88,200.00 523.000 76,881.00 27 CONCRETE BARRIER (TYPE 60E) M 535.0000 35,310.00 60.600 32,421.00 60.600 32,421.00 28 CONCRETE BARRIER (TYPE 60G) M 131.0000 364,180.00 2,657.940 348,190.14 29 CONCRETE BARRIER (TYPE 60GC) M 170.0000 212,500.00 1,223.450 207,986.50 30 CONCRETE BARRIER (TYPE 60GE) M 673.0000 87,490.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 02:01 PM ESTIMATE NO. 28 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/11 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 370.0000 93,610.00 253.000 93,610.00 F) 32 CONCRETE BARRIER (TYPE 732R) M 369.0000 199,998.00 542.000 199,998.00 F) 33 CONCRETE BARRIER (TYPE 60GC MODIFIED) M 472.0000 26,432.00 56.000 26,432.00 F) 34 THERMOPLASTIC PAVEMENT MARKING M2 32.0000 1,600.00 114.380 3,660.16 384.210 12,294.72 35 THERMOPLASTIC TRAFFIC STRIPE M 0.3700 44,030.00 13,366.000 4,945.42 132,366.000 48,975.42 (SPRAYABLE) 36 PAINT TRAFFIC STRIPE (2-COAT) M 0.3200 55,680.00 186,190.250 59,580.88 37 PAINT PAVEMENT MARKING (2-COAT) M2 32.0000 384.00 62.310 1,993.92 38 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 19,425.00 15,814.000 16,604.70 39 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0500 23,973.00 6,799.000 20,736.95 40 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 15,900.0000 15,900.00 1.000 15,900.00 SYSTEM ELEMENTS DURING CONSTRUCTION 41 MODIFY TRAFFIC MONITORING STATION LS 128,400.0000 128,400.00 1.000 128,400.00 42 TRAFFIC MONITORING STATION LS 32,600.0000 32,600.00 1.000 32,600.00 43 MODIFY RAMP METERING SYSTEM LS 82,300.0000 82,300.00 1.000 82,300.00 44 MODIFY CLOSED CIRCUIT TELEVISION LS 82,400.0000 82,400.00 1.000 82,400.00 SYSTEM 45 MODIFY LIGHTING AND SIGN ILLUMINATION LS 211,700.0000 211,700.00 1.000 211,700.00 46 MODIFY FIBER OPTIC COMMUNICATION SYSTEM LS 36,000.0000 36,000.00 1.000 36,000.00 47 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 48 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,496.0000 98,736.00 66.000 98,736.00 PILING PROGRAM CAS145 PAGE 7 DATE 05/26/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472214 TIME 02:01 PM ESTIMATE NO. 28 BID OPENING 12/11/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/29/11 R.E. NAME: SAOUD, NAHRO DATE OF THIS ESTIMATE 05/26/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 213,982.46 47,003,883.00 ADJUSTMENT OF COMPENSATION -63,753.64 1,772,816.90 EXTRA WORK 112,124.67 883,390.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 262,353.49 49,660,090.63 49 MOBILIZATION LS 2850,000.0000 2,850,000.00 1.000 2,850,000.00 ORIGINAL CONTRACT AMOUNT 51,863,899.55 TOTAL WORK COMPLETED 262,353.49 52,510,090.63 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 262,353.49 52,510,090.63 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/09/09 410 04/06/09 04/06/09 04/29/11 456 62 14 32 100% 100% SAOUD, NAHRO RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 05/26/11