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 06/19/07 EST. NO.21 TIME 01:14 PM R.E. NAME: OLSON, TED 11-066704 --------------------------------------------------------------------------- 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 0034 487.52 E.W. @ F.A.(+) 030207 N 0093.0 0036 149.22 032207 N 0115.0 0037 204.82 031407 N 0117.0 0038 211.96 031507 N 0118.0 0040 329.15 050907 N 0154.0 010 0001 330.90 E.W. @ F.A.(+) 062606 N 0042.0 035 0001 17,575.00 E.W. @ L.S.(+) 060807 N NA1 0 036 0001 564.44 E.W. @ F.A.(+) 030507 N 0089.0 0002 452.49 030707 N 0090.0 038 0001 4,854.75 E.W. @ F.A.(+) 121806 N 0084.0 044 0001 338.96 E.W. @ F.A.(+) 040507 N 0125.0 0007 1,284.05 041607 N 0107.0 26,783.26 TOTAL THIS ESTIMATE 144,322.99 TOTAL PREVIOUS ESTIMATE 171,106.25 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 06/19/07 EST. NO.21 TIME 01:14 PM R.E. NAME: OLSON, TED 11-066704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 11 DOCS RECD 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS JAN -10,000.00 04 O/S PRS FEB -10,000.00 05 O/S PRS MARCH -10,000.00 06 PRS RECD JAN 10,000.00 06 PRS RECD FEB 10,000.00 06 O/S PRS APRIL -10,000.00 07 PRS RECD MARCH 10,000.00 07 O/S PRS JUNE -10,000.00 10 O/S PRS JULY -10,000.00 11 O/S PRS AUG -10,000.00 12 O/S PRS SEPT -10,000.00 13 O/S PRS OCT -10,000.00 14 PRS RECD JULY 10,000.00 14 PRS RECD JUNE 10,000.00 14 PRS RECD AUG 10,000.00 14 PRS RECD SEPT 10,000.00 14 O/S PRS NOV -10,000.00 15 PRS RECD OCT 10,000.00 15 O/S PRS DEC -10,000.00 16 O/S PRS JAN -10,000.00 17 PRS RECD NOV 10,000.00 17 O/S PRS FEB 07 -10,000.00 18 O/S PRS MAR 07 -10,000.00 19 O/S PRS REC'D JAN 10,000.00 19 O/S PRS APRIL -10,000.00 20 O/S PRS MAY 07 -10,000.00 21 PRS RECD DEC 06 10,000.00 21 PRS RECD MARCH 07 10,000.00 21 PRS RECD APRIL 07 10,000.00 21 20,000.00 -30,000.00 LIQUIDATED DAMAGES 16 DAYS @ $12,100 -193,600.00 20 0.00 -193,600.00 TOTAL DEDUCTIONS 20,000.00 -223,600.00 PROGRAM CAS145 PAGE 1 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-066704 TIME 01:14 PM ESTIMATE NO. 21 BID OPENING 09/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/19/07 LOCATION PROGRESS ESTIMATE 11-SD-5-R10.0/R10.7 ----------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN NATIONAL 4375-206 JUTLAND DRIVE CITY FROM 24TH STREET UNDERCROSSING SAN DIEGO,CA 92117-3632 TO HARBOR DRIVE UNDERCROSSING FED. AID NO. ACNH-005 -1(602)9E ,I-005 -1(602)9E CONSTRUCT AUXILIARY LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD LS 650,000.0000 650,000.00 0.041 26,650.00 1.000 650,000.00 03 TEMPORARY IRRIGATION SUPPLY LINE M 100.0000 60,000.00 595.000 59,500.00 S) 04 PREPARE STORM WATER POLLUTION LS 4,500.0000 4,500.00 0.750 3,375.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 70,000.0000 70,000.00 0.220 15,400.00 0.950 66,500.00 06 TEMPORARY EROSION CONTROL M2 1.0000 11,700.00 11,780.000 11,780.00 S) 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 21,000.00 7.000 24,500.00 08 MOVE-IN/MOVE-OUT EA 500.0000 1,500.00 1.000 500.00 1.000 500.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 4,600.00 12.000 2,400.00 12.000 2,400.00 10 STREET SWEEPING LS 75,000.0000 75,000.00 0.949 71,175.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.360 5,400.00 1.000 15,000.00 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.850 25,500.00 S) 13 TRAFFIC CONTROL SYSTEM LS 120,000.0000 120,000.00 0.964 115,680.00 S) 14 TYPE III BARRICADE EA 65.0000 780.00 12.000 780.00 S) 15 TRAFFIC PLASTIC DRUMS EA 35.0000 3,010.00 74.000 2,590.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 40,000.00 4.000 40,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 150.0000 390,000.00 1,988.600 298,290.00 S) 18 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 122.000 24,400.00 S) 19 TEMPORARY CRASH CUSHION EA 7,500.0000 15,000.00 2.000 15,000.00 S) (ADIEM) 20 ABANDON CULVERT EA 1,500.0000 4,500.00 1.000 1,500.00 3.000 4,500.00 21 REMOVE CHAIN LINK FENCE M 45.0000 2,790.00 61.640 2,773.80 22 REMOVE METAL BEAM GUARD RAILING M 50.0000 8,500.00 166.300 8,315.00 PROGRAM CAS145 PAGE 2 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-066704 TIME 01:14 PM ESTIMATE NO. 21 BID OPENING 09/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 6.0000 16,440.00 3,280.000 19,680.00 S) 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 20.0000 26,200.00 1,348.420 26,968.40 S) MARKING 25 REMOVE ROADSIDE SIGN EA 200.0000 800.00 4.000 800.00 26 REMOVE SIGN STRUCTURE EA 6,500.0000 13,000.00 1.000 6,500.00 27 REMOVE SIGN PANEL EA 2,000.0000 2,000.00 1.000 2,000.00 28 REMOVE ASPHALT CONCRETE DIKE M 10.0000 1,450.00 108.000 1,080.00 29 REMOVE INLET EA 1,500.0000 4,500.00 3.000 4,500.00 30 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 3,400.00 680.000 3,400.00 31 RECONSTRUCT CHAIN LINK FENCE M 100.0000 10,000.00 100.000 10,000.00 100.000 10,000.00 S) 32 RECONSTRUCT METAL BEAM GUARD RAILING M 165.0000 3,300.00 25.000 4,125.00 S) 33 RESET MILEPOST MARKER EA 30.0000 180.00 4.000 120.00 4.000 120.00 34 RESET ROADSIDE SIGN EA 400.0000 2,000.00 5.000 2,000.00 35 RELOCATE ROADSIDE SIGN EA 400.0000 400.00 1.000 400.00 36 MODIFY SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 S) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 3,900.00 927.800 4,639.00 S) 38 REMOVE CONCRETE CURB M 40.0000 8,400.00 65.000 2,600.00 39 REMOVE CONCRETE (DITCH) M 15.0000 6,900.00 448.000 6,720.00 40 CAP INLET EA 1,000.0000 1,000.00 1.000 1,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 45,000.0000 45,000.00 1.000 45,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 1.000 35,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 60,000.0000 60,000.00 1.000 60,000.00 44 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 1.000 30,000.00 45 DEVELOP WATER SUPPLY LS 4,500.0000 4,500.00 0.340 1,530.00 1.000 4,500.00 46 ROADWAY EXCAVATION M3 120.0000 759,600.00 6,972.720 836,726.40 47 ROADWAY EXCAVATION (TYPE Y-1) M3 50.0000 75,500.00 1,190.800 59,540.00 (AERIALLY DEPOSITED LEAD) 48 LEAD COMPLIANCE PLAN LS 9,000.0000 9,000.00 1.000 9,000.00 49 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 11,500.00 115.000 11,500.00 F) PROGRAM CAS145 PAGE 3 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-066704 TIME 01:14 PM ESTIMATE NO. 21 BID OPENING 09/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (TYPE D) M3 400.0000 26,000.00 65.000 26,000.00 F) 51 STRUCTURE EXCAVATION (TYPE Y-1) M3 100.0000 19,000.00 190.000 19,000.00 F) (AERIALLY DEPOSITED LEAD) 52 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 18,400.00 230.000 18,400.00 F) 53 SAND BACKFILL M3 120.0000 840.00 5.100 612.00 54 DITCH EXCAVATION (BIOSWALE) M3 50.0000 12,500.00 250.000 12,500.00 55 HIGHWAY PLANTING LS 130,000.0000 130,000.00 0.380 49,400.00 0.480 62,400.00 S) 56 FIBER (EROSION CONTROL) KG 1.0000 3,000.00 351.000 351.00 S) 57 FIBER ROLLS M 9.0000 23,220.00 3,086.000 27,774.00 S) 58 COMPOST (EROSION CONTROL) M3 300.0000 1,200.00 0.470 141.00 S) 59 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 3,750.00 3.510 438.75 S) 60 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 23.0000 460.00 2.340 53.82 S) 61 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 1,000.00 29.250 117.00 S) 62 PLANT ESTABLISHMENT WORK LS 40,000.0000 40,000.00 0.000 0.00 S) 63 IRRIGATION SYSTEM LS 160,000.0000 160,000.00 0.901 144,160.00 S) 64 EXTEND 200 MM CONDUIT M 450.0000 31,500.00 23.000 10,350.00 S) 65 CLASS 2 AGGREGATE BASE M3 150.0000 550,500.00 3,251.350 487,702.50 66 AGGREGATE BASE (APPROACH SLAB) M3 800.0000 4,800.00 6.000 4,800.00 67 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 5,000.0000 8,000.00 1.520 7,600.00 68 ASPHALT CONCRETE (TYPE A) TONN 100.0000 182,500.00 2,224.370 222,437.00 69 ASPHALT CONCRETE BASE (TYPE A) TONN 100.0000 390,000.00 2,366.560 236,656.00 70 PLACE ASPHALT CONCRETE DIKE M 4.0000 5,720.00 1,466.090 5,864.36 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 2,000.00 40.730 2,036.50 AREA) 72 CONCRETE PAVEMENT M3 600.0000 690,000.00 1,145.500 687,300.00 73 CONCRETE PAVEMENT M3 400.0000 236,000.00 588.300 235,320.00 (RAPID STRENGTH CONCRETE) 74 SEAL PAVEMENT JOINT M 4.0000 9,040.00 1,650.000 6,600.00 1,650.000 6,600.00 75 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 6,160.00 1,515.000 6,060.00 1,515.000 6,060.00 76 FURNISH PILING (CLASS 625C) M 160.0000 159,840.00 999.000 159,840.00 (ALTERNATIVE V - MODIFIED) PROGRAM CAS145 PAGE 4 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-066704 TIME 01:14 PM ESTIMATE NO. 21 BID OPENING 09/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 625C) EA 7,500.0000 465,000.00 62.000 465,000.00 S) (ALTERNATIVE V - MODIFIED) 78 PRESTRESSING LS 20,000.0000 20,000.00 1.000 20,000.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 48,800.00 61.000 48,800.00 F) 80 STRUCTURAL CONCRETE, BRIDGE M3 1,500.0000 1,005,000.00 670.000 1,005,000.00 F) 81 STRUCTURAL CONCRETE, BARRIER SLAB M3 400.0000 18,400.00 46.000 18,400.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 45,000.00 106.200 53,100.00 F) (TYPE N) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 500.0000 28,000.00 104.020 52,010.00 F) (TYPE R) 84 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 36,000.00 17.400 34,800.00 F) 85 MINOR CONCRETE (SOUND WALL) M3 750.0000 19,500.00 26.000 19,500.00 26.000 19,500.00 86 PAVING NOTCH EXTENSION M3 1,000.0000 2,200.00 -1.600 -1,600.00 2.700 2,700.00 F) 87 FRACTURED RIB TEXTURE M2 50.0000 16,500.00 330.000 16,500.00 F) 88 DRILL AND BOND DOWEL M 80.0000 28,800.00 245.460 19,636.80 89 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 100.0000 7,200.00 72.000 7,200.00 90 DRILL AND PRESSURE GROUT DOWEL M 200.0000 21,000.00 95.160 19,032.00 91 CLEAN EXPANSION JOINT M 50.0000 5,900.00 29.261 1,463.05 117.421 5,871.05 F) 92 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 30,000.00 4.000 30,000.00 S) GIRDER (10 M - 15 M) 93 FURNISH PRECAST PRESTRESSED CONCRETE EA 20,000.0000 40,000.00 2.000 40,000.00 S) GIRDER (25 M - 30 M) 94 ERECT PRECAST PRESTRESSED CONCRETE EA 4,000.0000 24,000.00 6.000 24,000.00 GIRDER 95 REFINISH BRIDGE DECK M2 650.0000 35,750.00 38.000 24,700.00 F) 96 CORE CONCRETE (101 MM - 150 MM) M 400.0000 41,600.00 104.000 41,600.00 S) 97 SOUND WALL (MASONRY BLOCK) M2 250.0000 20,250.00 81.000 20,250.00 SF) 98 JOINT SEAL (MR 15 MM) M 100.0000 16,000.00 29.261 2,926.10 155.691 15,569.10 S) 99 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 174,000.00 87,000.000 174,000.00 SF) 00 ASPHALT MEMBRANE WATERPROOFING M2 40.0000 3,800.00 85.000 3,400.00 SF) 01 COLUMN CASING KG 5.0000 60,000.00 1,800.000 9,000.00 12,000.000 60,000.00 SF) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 148,500.00 24,750.000 148,500.00 F) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 24,660.00 24,660.000 24,660.00 SF) PROGRAM CAS145 PAGE 5 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-066704 TIME 01:14 PM ESTIMATE NO. 21 BID OPENING 09/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 6.0000 8,400.00 1,400.000 8,400.00 F) WITHOUT WALKWAY) 05 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 1.0000 1,400.00 1,400.000 1,400.00 SF)WITHOUT WALKWAY) 06 1524 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,500.0000 42,500.00 17.000 42,500.00 S) PILE (SIGN FOUNDATION) 07 ROADSIDE SIGN - ONE POST EA 350.0000 1,750.00 5.000 1,750.00 08 ROADSIDE SIGN - TWO POST EA 500.0000 500.00 1.000 500.00 09 INSTALL SIGN PANEL ON EXISTING SIGN M2 100.0000 3,500.00 0.000 0.00 S) STRUCTURE 10 450 MM REINFORCED CONCRETE PIPE M 300.0000 36,000.00 107.700 32,310.00 11 600 MM REINFORCED CONCRETE PIPE M 400.0000 11,600.00 28.500 11,400.00 12 450 MM CORRUGATED STEEL PIPE M 500.0000 10,000.00 19.120 9,560.00 (1.63 MM THICK) 13 GRATED LINE DRAIN M 400.0000 13,600.00 34.000 13,600.00 14 450 MM CONCRETE FLARED END SECTION EA 650.0000 2,600.00 4.000 2,600.00 15 600 MM CONCRETE FLARED END SECTION EA 900.0000 900.00 1.000 900.00 16 MINOR CONCRETE (BACKFILL) M3 200.0000 1,600.00 7.400 1,480.00 17 ROCK SLOPE PROTECTION M3 300.0000 1,800.00 5.600 1,680.00 (FACING, METHOD B) 18 ROCK SLOPE PROTECTION M3 400.0000 1,800.00 4.500 1,800.00 (BACKING NO. 2, METHOD B) 19 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 300.0000 3,600.00 12.000 3,600.00 20 CONCRETE (DITCH LINING) M3 1,000.0000 23,000.00 27.450 27,450.00 21 SLOPE PAVING (CONCRETE) M3 1,300.0000 26,000.00 20.000 26,000.00 F) 22 ROCK SLOPE PROTECTION FABRIC M2 4.0000 328.00 82.000 328.00 23 MINOR CONCRETE (CURB) M3 300.0000 3,000.00 9.500 2,850.00 24 MINOR CONCRETE M3 300.0000 33,000.00 104.660 31,398.00 (MISCELLANEOUS CONSTRUCTION) (COLOR) 25 MINOR CONCRETE (GUTTER) M 30.0000 900.00 30.000 900.00 F) 26 MINOR CONCRETE (SIDEWALK) M3 300.0000 2,700.00 9.000 2,700.00 F) 27 MISCELLANEOUS IRON AND STEEL KG 7.0000 11,340.00 1,620.000 11,340.00 1,620.000 11,340.00 SF) 28 MISCELLANEOUS METAL KG 7.0000 30,100.00 4,300.000 30,100.00 SF)(RESTRAINER - PIPE TYPE) 29 CHAIN LINK FENCE (TYPE CL-1.8) M 118.0000 3,422.00 33.500 3,953.00 33.500 3,953.00 S) 30 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 2.000 3,000.00 2.000 3,000.00 S) PROGRAM CAS145 PAGE 6 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-066704 TIME 01:14 PM ESTIMATE NO. 21 BID OPENING 09/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 METAL BEAM GUARD RAILING M 150.0000 3,450.00 38.000 5,700.00 S) 32 TRANSITION RAILING (TYPE WB) EA 3,500.0000 31,500.00 6.000 21,000.00 S) 33 CONCRETE BARRIER (TYPE 25) M 275.0000 6,600.00 24.000 6,600.00 F) 34 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 15,000.00 6.000 15,000.00 S) 35 CONCRETE BARRIER (TYPE 60) M 300.0000 6,300.00 21.040 6,312.00 36 CONCRETE BARRIER (TYPE 732R) M 300.0000 67,800.00 226.000 67,800.00 F) 37 CONCRETE BARRIER (TYPE 732) M 250.0000 47,250.00 189.000 47,250.00 F) 38 CONCRETE BARRIER (TYPE 732B) M 250.0000 18,000.00 72.000 18,000.00 39 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 2,065.00 21.540 753.90 S) 40 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 4,290.00 1,159.000 3,187.25 S) 41 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 620.00 305.000 610.00 S) (BROKEN 3.66 M - 0.92 M) 42 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 8,200.00 8,585.000 8,585.00 S) (BROKEN 10.98 M - 3.66 M) 43 100 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 288.00 75.000 300.00 S) (BROKEN 5.18 M - 2.14 M) 44 PAINT TRAFFIC STRIPE (2-COAT) M 0.7500 8,850.00 11,288.000 8,466.00 S) 45 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4000 6,720.00 5,381.000 7,533.40 S) 46 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.5000 7,210.00 2,183.000 7,640.50 S) 47 LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.011 2,200.00 0.967 193,400.00 S) 48 LIGHTING CONDUIT (BRIDGE) M 90.0000 24,750.00 9.800 882.00 243.798 21,941.82 SF) 49 COMMUNICATION CONDUIT SYSTEM LS 100,000.0000 100,000.00 0.114 11,400.00 0.999 99,900.00 SF) 50 COMMUNICATION CONDUIT (BRIDGE) M 425.0000 55,250.00 59.860 25,440.50 139.161 59,143.43 SF) PROGRAM CAS145 PAGE 7 DATE 06/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-066704 TIME 01:14 PM ESTIMATE NO. 21 BID OPENING 09/22/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/20/07 R.E. NAME: OLSON, TED DATE OF THIS ESTIMATE 06/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 215,064.65 8,289,722.78 ADJUSTMENT OF COMPENSATION 0.00 -2,238.98 EXTRA WORK 26,783.26 173,345.23 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 241,847.91 8,460,829.03 51 MOBILIZATION LS 964,817.0000 964,817.00 1.000 964,817.00 ORIGINAL CONTRACT AMOUNT 9,659,440.00 TOTAL WORK COMPLETED 241,847.91 9,425,646.03 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -223,600.00 TOTAL 261,847.91 9,202,046.03 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 11/15/05 300 12/02/05 12/02/05 07/01/07 366 20 0 0 92% 100% PROGRESS IS SATISFACTORY CCO PENDING OLSON, TED RESIDENT ENGINEER PROGRAM CAS145 PAGE 4 DATE 06/19/07