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 08/24/05 EST. NO.05 TIME 10:26 AM R.E. NAME: ALVARO, CARRANZA 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 0003 124.59 E.W. @ F.A.(+) 060105 N 0014.0 0004 142.60 060705 N 0015.0 0005 145.75 060805 N 0016.0 0006 48.91 060905 N 0017.0 0007 437.37 061005 N 0018.0 0008 349.85 061105 N 0019.0 0009 345.29 061305 N 0020.0 0010 109.31 061405 N 0021.0 0011 215.80 061505 N 0022.0 0012 255.06 061605 N 0023.0 0013 681.70 041405 N 0010.0 0014 72.88 052705 N 0012.0 0015 218.62 053105 N 0013.0 007 0001 5,216.00 E.W. @ F.A.(+) 041505 N 0005.0 0002 7,220.80 041905 N 0006.0 0003 7,182.50 041905 N 0007.0 012 0001 30,220.00 E.W. @ L.S.(+) 081805 N 1 0 52,987.03 TOTAL THIS ESTIMATE 140,605.63 TOTAL PREVIOUS ESTIMATE 193,592.66 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 08/24/05 EST. NO.05 TIME 10:26 AM R.E. NAME: ALVARO, CARRANZA 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 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 10:26 AM ESTIMATE NO. 05 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 08/20/05 R.E. NAME: ALVARO, CARRANZA DATE OF THIS ESTIMATE 08/24/05 LOCATION PROGRESS ESTIMATE 07-LA-14-R54.5/R60.7 ----------------- R AND L BROSAMER INC IN LOS ANGELES COUNTY IN AND NEAR P O BOX 238 PALMDALE FROM 0.4 KM SOUTH OF ALAMO CA 94507 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 0.100 2,000.00 0.500 10,000.00 02 TIME-RELATED OVERHEAD LS 1200,000.0000 1,200,000.00 0.102 122,400.00 0.313 375,600.00 03 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.800 4,000.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 225,000.0000 225,000.00 0.075 16,875.00 0.475 106,875.00 05 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.900 22,500.00 S) 06 TRAFFIC CONTROL SYSTEM LS 300,000.0000 300,000.00 0.100 30,000.00 0.500 150,000.00 S) 07 TEMPORARY PAVEMENT MARKING (PAINT) M2 50.0000 2,100.00 32.590 1,629.50 S) 08 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 2,460.00 4,547.000 9,094.00 S) 09 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,250.00 30.000 1,050.00 388.000 13,580.00 S) 10 TEMPORARY PAVEMENT MARKER EA 4.0000 332.00 0.000 0.00 S) 11 TEMPORARY RAILING (TYPE K) M 45.0000 859,500.00 274.500 12,352.50 11,480.520 516,623.40 S) 12 TEMPORARY CRASH CUSHION MODULE EA 300.0000 99,000.00 46.000 13,800.00 474.000 142,200.00 S) 13 TEMPORARY TRAFFIC SCREEN M 15.0000 14,100.00 250.000 3,750.00 250.000 3,750.00 S) 14 REMOVE MARKER EA 30.0000 480.00 0.000 0.00 15 REMOVE METAL BEAM GUARD RAILING M 30.0000 43,500.00 470.000 14,100.00 16 REMOVE TRAFFIC STRIPE M 1.5000 118,650.00 16,926.940 25,390.41 17 REMOVE PAINTED PAVEMENT MARKING M2 35.0000 4,200.00 39.550 1,384.25 18 REMOVE PAVEMENT MARKER EA 1.5000 10,350.00 8,399.000 12,598.50 19 REMOVE ROADSIDE SIGN EA 150.0000 900.00 1.000 150.00 20 REMOVE ROADSIDE SIGN PANEL EA 500.0000 1,000.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE M 5.0000 7,850.00 0.000 0.00 22 REMOVE PIPE M 150.0000 1,050.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 10:26 AM ESTIMATE NO. 05 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 08/20/05 R.E. NAME: ALVARO, CARRANZA DATE OF THIS ESTIMATE 08/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 REMOVE DOWNDRAIN M 100.0000 6,400.00 63.000 6,300.00 25 REMOVE CONCRETE PAVEMENT M2 35.0000 132,300.00 0.000 0.00 26 SALVAGE CONCRETE BARRIER (TYPE K) M 15.0000 55,800.00 0.000 0.00 27 RECONSTRUCT METAL BEAM GUARD RAILING M 125.0000 4,375.00 0.000 0.00 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 0.000 0.00 30 ADJUST INLET EA 1,000.0000 1,000.00 0.000 0.00 S) 31 MODIFY INLET EA 1,500.0000 10,500.00 0.000 0.00 32 REMOVE CONCRETE BARRIER M 100.0000 119,000.00 -210.200 -21,020.00 1,091.500 109,150.00 33 CAP INLET EA 500.0000 9,000.00 14.000 7,000.00 34 BRIDGE REMOVAL (PORTION), LOCATION A LS 35,000.0000 35,000.00 0.500 17,500.00 1.000 35,000.00 35 BRIDGE REMOVAL (PORTION), LOCATION B LS 27,000.0000 27,000.00 0.500 13,500.00 1.000 27,000.00 36 BRIDGE REMOVAL (PORTION), LOCATION C LS 27,000.0000 27,000.00 0.500 13,500.00 37 BRIDGE REMOVAL (PORTION), LOCATION D LS 58,000.0000 58,000.00 0.250 14,500.00 1.000 58,000.00 38 BRIDGE REMOVAL (PORTION), LOCATION E LS 22,000.0000 22,000.00 0.250 5,500.00 1.000 22,000.00 39 BRIDGE REMOVAL (PORTION), LOCATION F LS 45,000.0000 45,000.00 0.000 0.00 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 37,210.150 930,253.75 42 ROADWAY EXCAVATION (TYPE Y) M3 125.0000 5,125.00 0.000 0.00 (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 248,875.00 459.000 57,375.00 1,634.000 204,250.00 F) 45 STRUCTURE EXCAVATION (TYPE D) M3 125.0000 67,500.00 38.000 4,750.00 502.000 62,750.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 104,880.00 148.000 11,840.00 344.000 27,520.00 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 08/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 10:26 AM ESTIMATE NO. 05 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 08/20/05 R.E. NAME: ALVARO, CARRANZA DATE OF THIS ESTIMATE 08/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 55 CLASS 3 AGGREGATE BASE M3 35.0000 945,000.00 5,400.000 189,000.00 10,800.000 378,000.00 56 LEAN CONCRETE BASE M3 90.0000 1,584,000.00 0.000 0.00 57 ASPHALT CONCRETE (TYPE B) TONN 70.0000 973,000.00 6,488.440 454,190.80 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 0.000 0.00 63 SEAL PAVEMENT JOINT M 10.0000 449,000.00 0.000 0.00 64 SEAL LONGITUDINAL ISOLATION JOINT M 35.0000 602,000.00 11,915.250 417,033.75 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 0.000 0.00 S) PILING 68 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 6,000.0000 120,000.00 0.000 0.00 S) PILING (ROCK SOCKET) 69 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 125.0000 87,500.00 0.000 0.00 S) PILING (SOUND WALL) 70 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 140.0000 302,400.00 0.000 0.00 S) PILING (SOUND WALL) 71 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 192,400.00 95.000 38,000.00 349.000 139,600.00 F) 72 STRUCTURAL CONCRETE, BRIDGE M3 600.0000 1,859,400.00 485.500 291,300.00 700.000 420,000.00 F) 73 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 279,000.00 0.000 0.00 F) (TYPE N) 74 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 978,000.00 0.000 0.00 (TYPE R) 75 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 114,900.00 0.000 0.00 F) 76 MINOR CONCRETE (PIPE ENCASEMENT) M3 175.0000 3,675.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 08/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 10:26 AM ESTIMATE NO. 05 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 08/20/05 R.E. NAME: ALVARO, CARRANZA DATE OF THIS ESTIMATE 08/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 78 PAVING NOTCH EXTENSION M3 3,000.0000 120,000.00 0.000 0.00 79 DRILL AND BOND DOWEL M 80.0000 55,760.00 85.800 6,864.00 241.500 19,320.00 80 RESIN CAPSULE ANCHOR EA 30.0000 51,240.00 209.000 6,270.00 896.000 26,880.00 81 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,500.0000 143,000.00 12.000 78,000.00 22.000 143,000.00 S) GIRDER (5 M - 10 M) 82 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,000.0000 70,000.00 0.000 0.00 S) GIRDER (10 M - 15 M) 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 8,000.0000 256,000.00 12.000 96,000.00 22.000 176,000.00 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 0.000 0.00 S) BULB-TEE GIRDER (15 M-20 M) 87 FURNISH PRECAST PRESTRESSED CONCRETE EA 11,000.0000 44,000.00 0.000 0.00 S) BULB-TEE GIRDER (20 M-25 M) 88 FURNISH PRECAST PRESTRESSED CONCRETE EA 16,000.0000 64,000.00 0.000 0.00 S) BULB-TEE GIRDER (30 M-35 M) 89 ERECT PRECAST PRESTRESSED CONCRETE EA 3,000.0000 258,000.00 24.000 72,000.00 54.000 162,000.00 S) GIRDER 90 REFINISH BRIDGE DECK M2 150.0000 8,250.00 0.000 0.00 91 SOUND WALL (MASONRY BLOCK) M2 135.0000 548,100.00 0.000 0.00 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 65,591.000 196,773.00 131,981.000 395,943.00 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 0.000 0.00 01 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,600.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 08/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 10:26 AM ESTIMATE NO. 05 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 08/20/05 R.E. NAME: ALVARO, CARRANZA DATE OF THIS ESTIMATE 08/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 05 450 MM REINFORCED CONCRETE PIPE M 250.0000 47,500.00 0.000 0.00 06 600 MM CORRUGATED STEEL PIPE M 250.0000 3,250.00 0.000 0.00 (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 0.000 0.00 (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 0.000 0.00 (2.01 MM THICK) 11 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 175.0000 10,675.00 0.000 0.00 (2.01 MM THICK) 12 300 MM ENTRANCE TAPER EA 750.0000 8,250.00 0.000 0.00 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 0.000 0.00 (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 0.000 0.00 17 MISCELLANEOUS IRON AND STEEL KG 4.0000 52,868.00 0.000 0.00 F) 18 MISCELLANEOUS METAL KG 30.0000 8,430.00 0.000 0.00 F) (RESTRAINER-BAR TYPE) 19 INSTALL MEDIAN MILEAGE PANEL EA 60.0000 4,320.00 0.000 0.00 S) 20 METAL BEAM GUARD RAILING M 100.0000 16,000.00 0.000 0.00 S) 21 CONCRETE BARRIER (TYPE 50W) M 475.0000 156,750.00 0.000 0.00 22 CONCRETE BARRIER (TYPE 50) M 275.0000 2,475.00 0.000 0.00 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 0.000 0.00 26 CONCRETE BARRIER (TYPE 60A) M 160.0000 80,800.00 0.000 0.00 F) 27 CONCRETE BARRIER (TYPE 60SW) M 300.0000 60,000.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60C) M 130.0000 131,300.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 08/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 10:26 AM ESTIMATE NO. 05 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 08/20/05 R.E. NAME: ALVARO, CARRANZA DATE OF THIS ESTIMATE 08/24/05 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 32 CONCRETE BARRIER (TYPE 736R) M 290.0000 258,390.00 0.000 0.00 F) 33 CONCRETE BARRIER (TYPE 736SV) M 295.0000 268,450.00 0.000 0.00 34 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 88,500.00 32,954.200 16,477.10 S) 35 PAINT PAVEMENT MARKING (2-COAT) M2 25.0000 20,750.00 0.000 0.00 S) 36 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 900.00 0.000 0.00 S) 37 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 14,240.00 2,060.000 8,240.00 S) 38 PAVEMENT MARKER EA 8.0000 73,200.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 39 LIGHTING (TEMPORARY) LS 25,000.0000 25,000.00 0.110 2,750.00 S) 40 TRAFFIC MONITORING STATION (LOCATION 1) LS 50,000.0000 50,000.00 0.955 47,750.00 S) 41 TRAFFIC MONITORING STATION (LOCATION 2) LS 100,000.0000 100,000.00 0.240 24,000.00 0.897 89,700.00 S) 42 TRAFFIC MONITORING STATION (LOCATION 3) LS 125,000.0000 125,000.00 0.060 7,500.00 0.921 115,125.00 S) 43 TRAFFIC MONITORING STATION (LOCATION 4) LS 25,000.0000 25,000.00 0.862 21,550.00 S) 44 MODIFY LIGHTING AND SIGN ILLUMINATION LS 100,000.0000 100,000.00 0.150 15,000.00 0.905 90,500.00 S) 45 SURFACE CONDITION ANALYZER (SCAN) LS 100,000.0000 100,000.00 0.040 4,000.00 0.446 44,600.00 S) SYSTEM (MODIFY) PROGRAM CAS145 PAGE 7 DATE 08/24/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-125204 TIME 10:26 AM ESTIMATE NO. 05 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 08/20/05 R.E. NAME: ALVARO, CARRANZA DATE OF THIS ESTIMATE 08/24/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,330,879.50 6,876,173.06 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 52,987.03 193,592.66 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,383,866.53 7,069,765.72 46 MOBILIZATION LS 2600,000.0000 2,600,000.00 0.950 2,470,000.00 ORIGINAL CONTRACT AMOUNT 28,107,078.50 TOTAL WORK COMPLETED 1,383,866.53 9,539,765.72 MATERIALS ON HAND ON SITE 116,627.79 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 1,373,866.53 9,646,393.51 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 00/00/00 04/06/06 62 42 0 0 33% 29% PROGRESS IS SATISFACTORY ALVARO, CARRANZA RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 08/24/05