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 03/25/09 EST. NO.26 TIME 08:40 AM R.E. NAME: LINDQUIST, KARL 12-043214 --------------------------------------------------------------------------- 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 0638 2,550.09 E.W. @ F.A.(+) 033108 N 0638 0 0645 387.20 052408 N 0645 0 0717 2,820.18 122207 N 0717 0 0718 105.49 053007 N 0718 0 0770 827.60 012009 N 0770 0 030 0001 2,152.48 E.W. @ F.A.(+) 021709 N 0001 0 0002 2,152.48 021809 N 0002 0 0003 331.09 021709 N 0003 0 0004 90.33 021709 N 0004 0 0005 2,621.12 021709 N 0005 0 14,038.06 TOTAL THIS ESTIMATE 2,180,619.74 TOTAL PREVIOUS ESTIMATE 2,194,657.80 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 03/25/09 EST. NO.26 TIME 08:40 AM R.E. NAME: LINDQUIST, KARL 12-043214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION DELINQ PAYROLL RECDS -10,000.00 12 DELINQ FED APP AGRTS -10,000.00 15 DELQ PAYROLLS 20,000.00 17 GROUND SERVICE TECH -10,000.00 21 GROUND SERVICE TECH 10,000.00 26 SUDHAKAR -1,000.00 26 9,000.00 -1,000.00 OVERBID ITEMS OVERBID ITEM NO. 123 -164,504.96 02 OVERBID ITEM NO. 123 -82,252.48 03 OVERBID ITEM NO. 123 -65,801.99 05 OVERBID ITEM NO. 123 -16,450.50 13 0.00 -329,009.93 TOTAL DEDUCTIONS 9,000.00 -330,009.93 PROGRAM CAS145 PAGE 1 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 08:40 AM ESTIMATE NO. 26 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 03/25/09 LOCATION PROGRESS ESTIMATE 12-ORA-74-13.3/16.6 ----------------- BRENT ENGINEERING, INC. IN ORANGE COUNTY NEAR SAN JUAN HOT GENERAL ENGINEERING CONTRACTOR SPRINGS FROM SAN JUAN CANYON RON BUREK BRIDGE TO RIVERSIDE COUNTY LINE PRESIDENT 81 SHIELD IRVINE, CA 92618 FED. AID NO. ACST-P074(50)E ,P-P074(50)E WIDEN ROADWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 -0.100 -1,500.00 0.900 13,500.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 1,272,000.00 28.000 33,600.00 784.000 940,800.00 03 TEMPORARY FENCE (TYPE ESA) M 15.0000 17,100.00 682.000 10,230.00 04 TEMPORARY ARROYO TOAD FENCE M 75.0000 115,500.00 1,522.000 114,150.00 05 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.250 1,250.00 1.000 5,000.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 78,000.0000 78,000.00 1.000 78,000.00 07 TEMPORARY FIBER ROLL M 6.0000 39,300.00 3,603.000 21,618.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 2.000 7,000.00 09 MOVE-IN/MOVE-OUT EA 400.0000 4,800.00 4.000 1,600.00 (TEMPORARY EROSION CONTROL) 10 TEMPORARY HYDRAULIC MULCH M2 1.5000 6,315.00 6,926.200 10,389.30 (BONDED FIBER MATRIX) 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000.00 12 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 1.000 35,000.00 S) 13 TRAFFIC CONTROL SYSTEM LS 3650,000.0000 3,650,000.00 1.000 3,650,000.00 S) 14 TYPE III BARRICADE EA 5,000.0000 10,000.00 4.000 20,000.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 13.0000 12,350.00 100.000 1,300.00 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 185.0000 2,220.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 3.4200 8,413.20 23,720.470 81,124.01 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 4,620.00 18.000 756.00 S) 19 PORTABLE CHANGEABLE MESSAGE SIGN LS 400,000.0000 400,000.00 1.000 400,000.00 S) 20 TEMPORARY RAILING (TYPE K) M 95.0000 367,650.00 3,870.000 367,650.00 21 TEMPORARY CRASH CUSHION MODULE EA 200.0000 28,000.00 121.000 24,200.00 S) 22 ABANDON CULVERT M 103.0000 20,600.00 192.830 19,861.49 PROGRAM CAS145 PAGE 2 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 08:40 AM ESTIMATE NO. 26 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE WOOD POST EA 50.0000 2,300.00 46.000 2,300.00 24 REMOVE PIPE GATE EA 200.0000 200.00 1.000 200.00 25 REMOVE MILEPOST MARKER EA 100.0000 700.00 6.000 600.00 26 REMOVE METAL BEAM GUARD RAILING M 12.0000 28,560.00 2,377.000 28,524.00 S) 27 REMOVE METAL BEAM GUARD RAILING WALL M 110.0000 1,320.00 12.000 1,320.00 28 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.1500 33,390.00 10,536.000 33,188.40 S) STRIPE 29 REMOVE PAVEMENT MARKER EA 2.1000 3,003.00 1,426.000 2,994.60 S) 30 REMOVE ROADSIDE SIGN EA 100.0000 5,600.00 57.000 5,700.00 31 REMOVE CULVERT M 45.0000 16,650.00 383.400 17,253.00 32 REMOVE INLET EA 150.0000 1,500.00 10.000 1,500.00 33 REMOVE HEADWALL EA 1,200.0000 2,400.00 2.000 2,400.00 34 REMOVE BASE AND SURFACING M3 45.0000 54,000.00 600.000 27,000.00 35 REMOVE DELINEATOR EA 12.0000 5,880.00 460.000 5,520.00 36 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 37 REMOVE BUILDING LS 15,000.0000 15,000.00 1.000 15,000.00 38 DEADMAN ANCHOR ASSEMBLY (EPOXY COATED) M 595.0000 292,145.00 491.000 292,145.00 S) 39 ROCK ANCHOR ASSEMBLY (EPOXY COATED) M 385.0000 3,669,820.00 8,856.282 3,409,668.57 S) 40 ROADWAY EXCAVATION M3 202.0000 3,716,800.00 21,597.400 4,362,674.80 41 LEAD COMPLIANCE PLAN LS 12,000.0000 12,000.00 1.000 12,000.00 42 STRUCTURE EXCAVATION (BRIDGE) M3 202.0000 151,500.00 0.000 0.00 F) 43 STRUCTURE EXCAVATION (RETAINING WALL) M3 202.0000 153,318.00 1,236.570 249,787.14 F) 44 STRUCTURE EXCAVATION (ANCHORED WALL) M3 202.0000 1,444,300.00 7,172.760 1,448,897.52 F) 45 STRUCTURE EXCAVATION (DEADMAN BEAM) M3 202.0000 48,884.00 242.000 48,884.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 45.0000 11,160.00 0.000 0.00 F) 47 STRUCTURE BACKFILL (DEADMAN BEAM) M3 45.0000 5,085.00 113.000 5,085.00 F) 48 STRUCTURE BACKFILL (RETAINING WALL) M3 45.0000 19,890.00 498.153 22,416.89 F) 49 STRUCTURE BACKFILL (ANCHORED WALL) M3 45.0000 72,945.00 1,632.180 73,448.10 F) PROGRAM CAS145 PAGE 3 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 08:40 AM ESTIMATE NO. 26 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SAND BACKFILL M3 55.0000 2,750.00 49.920 2,745.60 51 IMPORTED BORROW M3 38.0000 42,940.00 987.000 37,506.00 52 IMPORTED TOPSOIL M3 65.0000 58,500.00 900.000 58,500.00 S) 53 EROSION CONTROL (TYPE BFM) M2 1.5000 14,835.00 14,000.310 21,000.47 S) 54 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 6,600.00 9.000 4,950.00 S) 55 TRANSPLANT NATIVE PLANTS EA 50.0000 70,500.00 700.000 35,000.00 S) 56 ASPHALT CONCRETE (TYPE A) TONN 110.0000 563,200.00 12,358.750 1,359,462.50 57 ASPHALT CONCRETE (OPEN GRADED) TONN 89.0000 285,690.00 3,981.000 354,309.00 58 ASPHALT CONCRETE BASE (TYPE A) TONN 110.0000 763,400.00 10,592.650 1,165,191.50 59 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 108.5000 657,510.00 6,582.100 714,157.85 60 PAVING ASPHALT (BINDER-PAVEMENT TONN 4,000.0000 8,000.00 2.000 8,000.00 REINFORCING FABRIC) 61 PAVEMENT REINFORCING FABRIC M2 2.5000 3,275.00 731.600 1,829.00 62 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.9000 1,121.00 122.430 722.34 63 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.9000 5,192.00 291.000 1,716.90 64 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.9000 6,018.00 1,681.000 9,917.90 65 MEDIAN RUMBLE STRIP STA 450.0000 23,850.00 51.000 22,950.00 (AC, GROUND-IN INDENTATIONS) 66 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,850.0000 75,850.00 16.360 30,266.00 67 MICROPILE (NPS 8 XX-STRONG STEEL PIPE) M 750.0000 3,470,250.00 4,573.484 3,430,113.00 S) 68 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 150.0000 196,800.00 1,048.225 157,233.75 S) PILING 69 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 108,900.00 0.000 0.00 S) PILING 70 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 825.0000 81,675.00 0.000 0.00 F) 71 STRUCTURAL CONCRETE, BRIDGE M3 1,050.0000 144,900.00 0.000 0.00 F) 72 STRUCTURAL CONCRETE, RETAINING WALL M3 990.0000 272,250.00 259.180 256,588.20 F) 73 STRUCTURAL CONCRETE (DEADMAN BEAM) M3 1,500.0000 111,000.00 74.000 111,000.00 F) 74 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,200.0000 1,498,800.00 1,264.120 1,516,944.00 F) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 1,185.0000 234,630.00 181.940 215,598.90 F) 76 MINOR CONCRETE (INVERT PAVING) M3 1,200.0000 43,200.00 29.300 35,160.00 PROGRAM CAS145 PAGE 4 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 08:40 AM ESTIMATE NO. 26 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 ARCHITECTURAL TEXTURE M2 25.0000 39,850.00 2,293.000 57,325.00 SF)(SCULPTURED SHOTCRETE) 78 BAR REINFORCING STEEL (BRIDGE) KG 3.5000 221,060.00 0.000 0.00 SF) 79 BAR REINFORCING STEEL (RETAINING WALL) KG 3.5000 91,227.50 26,186.719 91,653.52 SF) 80 BAR REINFORCING STEEL (ANCHORED WALL) KG 4.2000 429,828.00 102,539.760 430,666.99 SF) 81 HEADED BAR REINFORCEMENT EA 15.0000 10,080.00 0.000 0.00 SF) 82 SHOTCRETE M3 655.0000 1,072,890.00 1,697.520 1,111,875.60 SF) 83 FURNISH LAMINATED PANEL SIGN M2 125.0000 500.00 3.900 487.50 (25.4 MM-TYPE B) 84 FURNISH SINGLE SHEET ALUMINUM SIGN M2 140.0000 3,780.00 17.410 2,437.40 (1.6 MM-UNFRAMED) 85 FURNISH SINGLE SHEET ALUMINUM SIGN M2 180.0000 3,780.00 20.760 3,736.80 (2.0 MM-UNFRAMED) 86 FURNISH SINGLE SHEET ALUMINUM SIGN M2 195.0000 1,560.00 7.150 1,394.25 (2.0 MM-FRAMED) 87 ROADSIDE SIGN - ONE POST EA 410.0000 25,420.00 42.000 17,220.00 88 ROADSIDE SIGN - TWO POST EA 780.0000 2,340.00 2.000 1,560.00 89 PREPARE AND STAIN CONCRETE SURFACES M2 14.0000 118,426.00 8,083.820 113,173.48 S) 90 375 MM PLASTIC PIPE M 45.0000 2,205.00 11.040 496.80 (HIGH DENSITY POLYETHYLENE) 91 450 MM REINFORCED CONCRETE PIPE M 250.0000 37,500.00 147.720 36,930.00 92 600 MM REINFORCED CONCRETE PIPE M 485.0000 179,450.00 366.420 177,713.70 93 900 MM REINFORCED CONCRETE PIPE M 1,065.0000 191,700.00 177.330 188,856.45 94 1200 MM REINFORCED CONCRETE PIPE M 800.0000 73,600.00 91.940 73,552.00 95 1200 MM CORRUGATED STEEL PIPE M 800.0000 4,000.00 5.070 4,056.00 (2.77 MM THICK) 96 300 MM BITUMINOUS COATED CORRUGATED M 200.0000 58,000.00 245.000 49,000.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 97 600 MM BITUMINOUS COATED CORRUGATED M 600.0000 90,000.00 132.630 79,578.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 98 900 MM BITUMINOUS COATED CORRUGATED M 1,000.0000 46,000.00 29.760 29,760.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 99 300 MM BITUMINOUS COATED ENTRANCE TAPER EA 850.0000 32,300.00 35.000 29,750.00 00 300 MM BITUMINOUS COATED DOWNDRAIN EA 300.0000 11,400.00 35.000 10,500.00 SLIP JOINT 01 300 MM ANCHOR ASSEMBLY EA 250.0000 12,000.00 98.000 24,500.00 PROGRAM CAS145 PAGE 5 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 08:40 AM ESTIMATE NO. 26 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 02 600 MM ANCHOR ASSEMBLY EA 800.0000 7,200.00 9.000 7,200.00 03 CABLE ANCHORAGE SYSTEM EA 2,500.0000 7,500.00 2.000 5,000.00 04 600 MM STEEL FLARED END SECTION EA 500.0000 4,500.00 9.000 4,500.00 05 900 MM STEEL FLARED END SECTION EA 900.0000 2,700.00 0.000 0.00 06 CONCRETE (CONCRETED-ROCK SLOPE M3 105.0000 17,850.00 166.190 17,449.95 PROTECTION) 07 CONCRETED-ROCK SLOPE PROTECTION M3 210.0000 88,200.00 415.200 87,192.00 (1/4T, METHOD B) 08 ROCK SLOPE PROTECTION FABRIC M2 3.0000 3,390.00 1,130.000 3,390.00 09 MISCELLANEOUS IRON AND STEEL KG 3.3000 19,602.00 5,616.000 18,532.80 SF) 10 WIRE MESH NETTING SYSTEM M2 120.0000 104,400.00 1,171.000 140,520.00 11 DELINEATOR (CLASS 1) EA 52.0000 25,480.00 108.000 5,616.00 12 MILEPOST MARKER EA 75.0000 525.00 7.000 525.00 13 METAL BEAM GUARD RAILING (STEEL POST) M 175.0000 288,750.00 2,938.000 514,150.00 S) 14 TRANSITION RAILING (TYPE WB) EA 4,200.0000 159,600.00 40.000 168,000.00 S) 15 END ANCHOR ASSEMBLY (TYPE SFT) EA 2,000.0000 8,000.00 1.000 2,000.00 S) 16 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 5,000.0000 155,000.00 26.000 130,000.00 S) 17 CONCRETE BARRIER (TYPE 736A) M 350.0000 41,300.00 87.000 30,450.00 F) 18 CONCRETE BARRIER (TYPE 736 MODIFIED) M 425.0000 263,075.00 619.000 263,075.00 F) 19 CONCRETE BARRIER (TYPE 736A MODIFIED) M 425.0000 27,200.00 64.000 27,200.00 F) 20 CONCRETE BARRIER (TYPE 742 MODIFIED) M 482.0000 374,996.00 799.000 385,118.00 F) 21 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.9700 41,567.00 21,224.000 41,811.28 S) 22 PAVEMENT MARKER EA 20.5000 29,315.00 1,450.000 29,725.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 6 DATE 03/25/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-043214 TIME 08:40 AM ESTIMATE NO. 26 BID OPENING 12/14/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/09 R.E. NAME: LINDQUIST, KARL DATE OF THIS ESTIMATE 03/25/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 33,350.00 29,894,227.25 ADJUSTMENT OF COMPENSATION 0.00 504,962.17 EXTRA WORK 14,038.06 1,689,695.63 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 47,388.06 32,088,885.05 23 MOBILIZATION LS 3600,000.0000 3,600,000.00 1.000 3,600,000.00 ORIGINAL CONTRACT AMOUNT 32,709,900.70 TOTAL WORK COMPLETED 47,388.06 35,688,885.05 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 9,000.00 -330,009.93 TOTAL 56,388.06 35,358,875.12 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 123 MOBILIZATION 3,270,990.07 3,600,000.00 329,009.93 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 01/11/07 1060 02/07/07 01/26/07 01/18/10 757 29 0 0 98% 71% PROGRESS IS SATISFACTORY LINDQUIST, KARL RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 03/25/09