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 08/23/06 EST. NO.18 TIME 11:28 AM R.E. NAME: CARRANZA, ALVARO 07-125204 --------------------------------------------------------------------------- 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 0092 879.65 E.W. @ F.A.(+) 060406 N 0235.0 0098 301.50 071306 N 0252.0 0099 1,242.01 062606 N 0253.0 0100 467.21 071206 N 0254.0 0101 301.50 071406 N 0255.0 0105 1,050.26 031306 N 0273.0 0106 1,125.29 071706 N 0295.0 0107 1,485.08 032206 N 0238.0 0108 216.66 032806 N 0302.0 0109 288.87 033006 N 0305.0 0110 288.87 033106 N 0306.0 0111 288.75 050206 N 0309.0 0112 577.50 052106 N 0310.0 0113 577.50 060406 N 0311.0 0114 577.50 061806 N 0312.0 0115 577.50 070206 N 0313.0 0116 577.50 071606 N 0314.0 0117 577.50 073006 N 0315.0 0118 307.74 040306 N 0317.0 0119 460.81 040506 N 0319.0 0120 387.55 040706 N 0321.0 0135 666.21 061206 N 0356.0 0136 681.92 061206 N 0358.0 0137 534.02 061406 N 0359.0 007 0023 75.03 E.W. @ F.A.(+) 030206 N 0265.0 0024 199.67 042706 N 0275.0 0025 593.60 061906 N 0279.0 0026 655.97 031406 N 0281.0 0027 596.68 032306 N 0296.0 0028 681.90 032406 N 0297.0 0029 340.95 032906 N 0304.0 010 0002 62,381.50 E.W. @ L.S.(+) 081506 N 2 0 021 0049 2,327.49 E.W. @ F.A.(+) 070506 N 0256.0 0050 920.24 022406 N 0258.0 0051 918.02 022706 N 0259.0 0052 705.36 022806 N 0260.0 0053 383.09 030106 N 0262.0 0054 599.96 030106 N 0263.0 0055 813.14 030306 N 0266.0 0057 2,841.29 030206 N 0264.0 0058 664.08 030906 N 0269.0 0059 657.81 031006 N 0271.0 0061 950.90 031406 N 0280.0 0062 692.93 031506 N 0283.0 0063 585.87 031606 N 0284.0 0068 1,729.73 071206 N 0293.0 0077 1,564.87 060206 N 0355.0 0078 785.86 061206 N 0357.0 026 0001-1 -3,041.92 E.W. @ L.S.(+) 020906 N 1 0 DAO CORRECTING ENTRY 031 0003 484.88 E.W. @ F.A.(+) 030806 N 0267.0 0004 578.70 030806 N 0268.0 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 08/23/06 EST. NO.18 TIME 11:28 AM R.E. NAME: CARRANZA, ALVARO 07-125204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0016 3,532.67 031606 N 0285.0 0017 4,414.72 031706 N 0287.0 0018 1,705.95 053106 N 0353.0 0019 1,509.29 060106 N 0354.0 032 0006 458.00 E.W. @ F.A.(+) 032206 N 0291.0 0007 299.90 032706 N 0301.0 0008 227.51 032906 N 0303.0 036 0001 399.33 E.W. @ F.A.(+) 042806 N 0276.0 0002 296.80 052206 N 0277.0 0003 1,745.53 052506 N 0278.0 037 0001 -17,100.00 A.C. @ L.S.(-) 080806 N 1 0 92,616.20 TOTAL THIS ESTIMATE 2,212,334.48 TOTAL PREVIOUS ESTIMATE 2,304,950.68 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 08/23/06 EST. NO.18 TIME 11:28 AM R.E. NAME: CARRANZA, ALVARO 07-125204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE AC OP NOT COMP SR PR -5,000.00 02 AC OP REIMBERSEMENT 5,000.00 03 0.00 0.00 LABOR COMPLIANCE VIOLATION MARCH, APRIL 05 -10,000.00 02 MARCH, APRIL 2005 10,000.00 03 MAY 2005 -10,000.00 03 MAY 2005 10,000.00 04 JULY 2005 -10,000.00 05 AUG 05 -10,000.00 07 OCT 05 -10,000.00 08 AUG 05 10,000.00 10 JULY 2005 10,000.00 10 OCT 05 10,000.00 10 JFL 1/06 -10,000.00 12 AMBER 06 -10,000.00 13 AMBER 06 10,000.00 14 JFL 1/06 10,000.00 14 MAY 06 -10,000.00 16 JUNE 06 -10,000.00 17 MAY 06 10,000.00 17 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 11:28 AM ESTIMATE NO. 18 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 08/23/06 LOCATION PROGRESS ESTIMATE 07-LA-14-R54.5/R60.7 ----------------- R&L BROSAMER, INC. IN LOS ANGELES COUNTY IN AND NEAR 1777 OAKLAND BLVD., STE 300 PALMDALE FROM 0.4 KM SOUTH OF WALNUT CREEK, CA 94596 MOUNTAIN SPRING ROAD OVERCROSSING TO AVENUE P8 UNDERCROSSING FED. AID NO. CMLN-6207(28)E WIDEN EXISTING HIGHWAY 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 20,000.0000 20,000.00 1.000 20,000.00 02 TIME-RELATED OVERHEAD LS 1200,000.0000 1,200,000.00 1.000 1,200,000.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 225,000.0000 225,000.00 1.000 225,000.00 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 1.000 25,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 1.000 300,000.00 S) 07 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 2,100.00 40.390 2,019.50 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,460.00 1,652.000 3,304.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,250.00 492.000 17,220.00 S) 10 TEMPORARY PAVEMENT MARKER EA 4.0000 332.00 0.000 0.00 S) 11 TEMPORARY RAILING (TYPE K) M 45.0000 859,500.00 20,710.370 931,966.65 S) 12 TEMPORARY CRASH CUSHION MODULE EA 300.0000 99,000.00 530.000 159,000.00 S) 13 TEMPORARY TRAFFIC SCREEN M 15.0000 14,100.00 940.000 14,100.00 S) 14 REMOVE MARKER EA 30.0000 480.00 0.000 0.00 15 REMOVE METAL BEAM GUARD RAILING M 30.0000 43,500.00 46.000 1,380.00 1,447.240 43,417.20 16 REMOVE TRAFFIC STRIPE M 1.5000 118,650.00 22,218.000 33,327.00 76,998.940 115,498.41 17 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 4,200.00 20.000 700.00 78.390 2,743.65 18 REMOVE PAVEMENT MARKER EA 1.5000 10,350.00 10,839.000 16,258.50 19 REMOVE ROADSIDE SIGN EA 150.0000 900.00 6.000 900.00 20 REMOVE ROADSIDE SIGN PANEL EA 500.0000 1,000.00 2.000 1,000.00 21 REMOVE ASPHALT CONCRETE DIKE M 5.0000 7,850.00 1,560.900 7,804.50 22 REMOVE PIPE M 150.0000 1,050.00 6.200 930.00 PROGRAM CAS145 PAGE 2 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 11:28 AM ESTIMATE NO. 18 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE INLET EA 500.0000 1,000.00 2.000 1,000.00 24 REMOVE DOWNDRAIN M 100.0000 6,400.00 63.000 6,300.00 25 REMOVE CONCRETE PAVEMENT M2 35.0000 132,300.00 3,780.000 132,300.00 26 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 55,800.00 3,103.000 46,545.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 4,375.00 15.240 1,905.00 15.240 1,905.00 S) 28 RELOCATE CONCRETE BARRIER (TYPE K) M 8.0000 29,760.00 3,103.000 24,824.00 29 RELOCATE ROADSIDE SIGN EA 300.0000 1,500.00 5.000 1,500.00 30 ADJUST INLET EA 1,000.0000 1,000.00 1.000 1,000.00 1.000 1,000.00 S) 31 MODIFY INLET EA 1,500.0000 10,500.00 -1.000 -1,500.00 7.000 10,500.00 32 REMOVE CONCRETE BARRIER M 100.0000 119,000.00 1,434.360 143,436.00 33 CAP INLET EA 500.0000 9,000.00 18.000 9,000.00 34 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 1.000 35,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 1.000 27,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION C LS 27,000.0000 27,000.00 1.000 27,000.00 37 BRIDGE REMOVAL (PORTION), LOCATION D LS 58,000.0000 58,000.00 1.000 58,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION E LS 22,000.0000 22,000.00 1.000 22,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION F LS 45,000.0000 45,000.00 1.000 45,000.00 40 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 41 ROADWAY EXCAVATION M3 25.0000 1,732,500.00 296.600 7,415.00 67,557.660 1,688,941.50 42 ROADWAY EXCAVATION (TYPE Y) M3 125.0000 5,125.00 80.000 10,000.00 (AERIALLY DEPOSITED LEAD) 43 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 125.0000 248,875.00 1,991.000 248,875.00 F) 45 STRUCTURE EXCAVATION (TYPE D) M3 125.0000 67,500.00 540.000 67,500.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 104,880.00 1,311.000 104,880.00 F) 47 STRAW (EROSION CONTROL) TONN 450.0000 1,800.00 0.000 0.00 S) 48 FIBER (EROSION CONTROL) KG 1.0000 1,020.00 0.000 0.00 S) 49 COMPOST (EROSION CONTROL) KG 0.7500 3,067.50 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 11:28 AM ESTIMATE NO. 18 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 1,500.00 0.000 0.00 S) 51 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 4,125.00 0.000 0.00 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 1,050.00 0.000 0.00 S) 53 CUTTINGS (PLANT GROUP W) EA 10.0000 1,700.00 0.000 0.00 S) 54 AGGREGATE BASE (APPROACH SLAB) M3 150.0000 10,050.00 140.750 21,112.50 55 CLASS 3 AGGREGATE BASE M3 35.0000 945,000.00 26,882.550 940,889.25 56 LEAN CONCRETE BASE M3 90.0000 1,584,000.00 267.040 24,033.60 17,764.210 1,598,778.90 57 ASPHALT CONCRETE (TYPE B) TONN 70.0000 973,000.00 -603.420 -42,239.40 8,263.010 578,410.70 58 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 40.0000 3,520.00 0.000 0.00 AREA) 59 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 10.0000 400.00 0.000 0.00 60 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 10.0000 710.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 10.0000 1,500.00 0.000 0.00 62 CONCRETE PAVEMENT M3 134.0000 4,475,600.00 446.180 59,788.12 33,836.030 4,534,028.02 63 SEAL PAVEMENT JOINT M 10.0000 449,000.00 44,864.000 448,640.00 64 SEAL LONGITUDINAL ISOLATION JOINT M 35.0000 602,000.00 17,175.000 601,125.00 65 GRIND EXISTING CONCRETE M2 10.0000 337,000.00 33,899.060 338,990.60 S) PAVEMENT 66 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 153,000.00 895.000 179,000.00 S) PILING 67 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 114,000.00 19.000 114,000.00 S) PILING 68 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 120,000.00 20.000 120,000.00 S) PILING (ROCK SOCKET) 69 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 87,500.00 691.000 86,375.00 S) PILING (SOUND WALL) 70 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 302,400.00 2,161.500 302,610.00 S) PILING (SOUND WALL) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 192,400.00 481.000 192,400.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 1,859,400.00 3,099.000 1,859,400.00 F) 73 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 279,000.00 465.000 279,000.00 F) (TYPE N) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 978,000.00 788.400 1,182,600.00 (TYPE R) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 114,900.00 2.760 4,140.00 55.890 83,835.00 F) 76 MINOR CONCRETE (PIPE ENCASEMENT) M3 175.0000 3,675.00 9.780 1,711.50 PROGRAM CAS145 PAGE 4 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 11:28 AM ESTIMATE NO. 18 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (BACKFILL) M3 160.0000 2,560.00 15.180 2,428.80 78 PAVING NOTCH EXTENSION M3 3,000.0000 120,000.00 12.710 38,130.00 79 DRILL AND BOND DOWEL M 80.0000 55,760.00 436.500 34,920.00 80 RESIN CAPSULE ANCHOR EA 30.0000 51,240.00 2,078.000 62,340.00 81 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,500.0000 143,000.00 22.000 143,000.00 S) GIRDER (5 M - 10 M) 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 70,000.00 10.000 70,000.00 S) GIRDER (10 M - 15 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 256,000.00 32.000 256,000.00 S) GIRDER (15 M - 20 M) 84 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,500.0000 42,500.00 5.000 42,500.00 S) GIRDER (20 M - 25 M) 85 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 55,000.00 5.000 55,000.00 S) GIRDER (25 M - 30 M) 86 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 40,000.00 4.000 40,000.00 S) BULB-TEE GIRDER (15 M-20 M) 87 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 44,000.00 4.000 44,000.00 S) BULB-TEE GIRDER (20 M-25 M) 88 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 64,000.00 4.000 64,000.00 S) BULB-TEE GIRDER (30 M-35 M) 89 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 258,000.00 86.000 258,000.00 S) GIRDER 90 REFINISH BRIDGE DECK M2 150.0000 8,250.00 59.000 8,850.00 59.000 8,850.00 91 SOUND WALL (MASONRY BLOCK) M2 135.0000 548,100.00 4,060.000 548,100.00 SF) 92 JOINT SEAL (MR 30 MM) M 250.0000 58,000.00 0.000 0.00 S) 93 JOINT SEAL (MR 15 MM) M 250.0000 5,500.00 0.000 0.00 S) 94 JOINT SEAL (MR 40 MM) M 300.0000 59,700.00 0.000 0.00 S) 95 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 1,335,600.00 445,200.000 1,335,600.00 SF) 96 FURNISH SIGN STRUCTURE (TRUSS) KG 7.0000 136,864.00 0.000 0.00 F) 97 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 19,552.00 0.000 0.00 SF) 98 760 MM CAST-IN-DRILLED-HOLE M 1,250.0000 40,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 99 920 MM CAST-IN-DRILLED-HOLE M 1,500.0000 7,500.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 00 METAL (BARRIER MOUNTED SIGN) KG 10.0000 41,500.00 1,710.000 17,100.00 4,150.000 41,500.00 01 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 19.000 2,850.00 25.000 3,750.00 METHOD) 02 INSTALL SIGN (PANEL ON SOUND WALL) EA 500.0000 500.00 0.000 0.00 S) 03 450 MM ALTERNATIVE PIPE CULVERT M 240.0000 69,600.00 9.100 2,184.00 270.220 64,852.80 PROGRAM CAS145 PAGE 5 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 11:28 AM ESTIMATE NO. 18 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 300 MM PLASTIC PIPE M 100.0000 7,100.00 33.400 3,340.00 05 450 MM REINFORCED CONCRETE PIPE M 250.0000 47,500.00 184.750 46,187.50 06 600 MM CORRUGATED STEEL PIPE M 250.0000 3,250.00 12.190 3,047.50 (2.01 MM THICK) 07 1050 MM CORRUGATED STEEL PIPE M 1,000.0000 1,000.00 0.000 0.00 (2.01 MM THICK) 08 450 MM SLOTTED CORRUGATED STEEL PIPE M 300.0000 900.00 3.000 900.00 (2.01 MM THICK) 09 80 MM PLASTIC PIPE M 80.0000 800.00 0.000 0.00 10 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 150.0000 18,000.00 21.100 3,165.00 52.400 7,860.00 (2.01 MM THICK) 11 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 175.0000 10,675.00 4.700 822.50 56.900 9,957.50 (2.01 MM THICK) 12 300 MM ENTRANCE TAPER EA 750.0000 8,250.00 2.000 1,500.00 5.000 3,750.00 13 450 MM CORRUGATED STEEL PIPE RISER M 400.0000 2,000.00 0.000 0.00 (2.01 MM THICK) 14 ROCK SLOPE PROTECTION M3 100.0000 2,200.00 4.400 440.00 4.400 440.00 (FACING, METHOD B) 15 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 100.0000 2,000.00 0.000 0.00 16 ROCK SLOPE PROTECTION FABRIC M2 5.0000 700.00 20.100 100.50 20.100 100.50 17 MISCELLANEOUS IRON AND STEEL KG 4.0000 52,868.00 8,976.000 35,904.00 F) 18 MISCELLANEOUS METAL KG 30.0000 8,430.00 45.000 1,350.00 F) (RESTRAINER-BAR TYPE) 19 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 4,320.00 78.000 4,680.00 78.000 4,680.00 S) 20 METAL BEAM GUARD RAILING M 100.0000 16,000.00 144.780 14,478.00 144.780 14,478.00 S) 21 CONCRETE BARRIER (TYPE 50W) M 475.0000 156,750.00 6.110 2,902.25 241.160 114,551.00 22 CONCRETE BARRIER (TYPE 50) M 275.0000 2,475.00 33.800 9,295.00 23 CONCRETE BARRIER (TYPE 50E) M 500.0000 50,000.00 0.000 0.00 24 TERMINAL SYSTEM (TYPE SRT) EA 15,000.0000 45,000.00 0.000 0.00 S) 25 CONCRETE BARRIER (TYPE 60) M 115.0000 354,200.00 3,127.300 359,639.50 26 CONCRETE BARRIER (TYPE 60A) M 160.0000 80,800.00 505.000 80,800.00 F) 27 CONCRETE BARRIER (TYPE 60SW) M 300.0000 60,000.00 405.500 121,650.00 28 CONCRETE BARRIER (TYPE 60C) M 130.0000 131,300.00 971.700 126,321.00 29 CONCRETE BARRIER (TYPE 60E) M 525.0000 52,500.00 0.000 0.00 30 CONCRETE BARRIER (TYPE 60SC) M 225.0000 27,000.00 106.000 23,850.00 PROGRAM CAS145 PAGE 6 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 11:28 AM ESTIMATE NO. 18 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 736S) M 275.0000 123,750.00 450.000 123,750.00 32 CONCRETE BARRIER (TYPE 736R) M 290.0000 258,390.00 891.000 258,390.00 F) 33 CONCRETE BARRIER (TYPE 736SV) M 295.0000 268,450.00 910.000 268,450.00 34 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 88,500.00 70,746.000 35,373.00 171,588.000 85,794.00 S) 35 PAINT PAVEMENT MARKING (2-COAT) M2 25.0000 20,750.00 151.500 3,787.50 163.200 4,080.00 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 900.00 188.000 376.00 188.000 376.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 14,240.00 4,127.000 16,508.00 S) 38 PAVEMENT MARKER EA 8.0000 73,200.00 5,909.000 47,272.00 5,909.000 47,272.00 S) (RETROREFLECTIVE-RECESSED) 39 LIGHTING (TEMPORARY) LS 25,000.0000 25,000.00 0.111 2,775.00 1.000 25,000.00 S) 40 TRAFFIC MONITORING STATION (LOCATION 1) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 41 TRAFFIC MONITORING STATION (LOCATION 2) LS 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 3) LS 125,000.0000 125,000.00 0.050 6,250.00 1.000 125,000.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 4) LS 25,000.0000 25,000.00 0.050 1,250.00 1.000 25,000.00 S) 44 MODIFY LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.033 3,300.00 1.000 100,000.00 S) 45 SURFACE CONDITION ANALYZER (SCAN) LS 100,000.0000 100,000.00 1.000 100,000.00 S) SYSTEM (MODIFY) PROGRAM CAS145 PAGE 7 DATE 08/23/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 11:28 AM ESTIMATE NO. 18 BID OPENING 01/27/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/06 R.E. NAME: CARRANZA, ALVARO DATE OF THIS ESTIMATE 08/23/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 254,405.07 24,832,268.48 ADJUSTMENT OF COMPENSATION -17,100.00 53,797.00 EXTRA WORK 109,716.20 2,251,153.68 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 347,021.27 27,137,219.16 46 MOBILIZATION LS 2600,000.0000 2,600,000.00 1.000 2,600,000.00 ORIGINAL CONTRACT AMOUNT 28,107,078.50 TOTAL WORK COMPLETED 347,021.27 29,737,219.16 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 347,021.27 29,727,219.16 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 03/09/05 215 05/16/05 03/24/05 09/10/06 240 111 35 0 96% 96% PROGRESS IS SATISFACTORY CARRANZA, ALVARO RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 08/23/06