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 07/24/07 EST. NO.37 TIME 01:41 PM R.E. NAME: WANG, SIMON YEH-FU 07-1199U4 --------------------------------------------------------------------------- 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 0182 463.10 E.W. @ F.A.(+) 050407 N 179 0 002 0078 1,562.80 E.W. @ F.A.(+) 031307 N 60 0 0079 824.56 051407 N 61 0 0080 669.62 051707 N 62 0 003 0027 824.56 E.W. @ F.A.(+) 051407 N 26 0 0027-1 -824.56 051407 N 26 0 DAO CORRECTING ENTRY 0028 669.62 051707 N 27 0 0028-1 -669.62 051707 N 27 0 DAO CORRECTING ENTRY 005 0004 8,324.88 E.W. @ F.A.(+) 062507 N 4 0 013 0055 1,738.08 E.W. @ F.A.(+) 042307 N 56 0 019 0057 612.96 E.W. @ F.A.(+) 061507 N 362 0 038 0001 35,883.65 E.W. @ L.S.(+) 071507 N 1 0 043 0009 438.35 E.W. @ F.A.(+) 062507 N 05 0 047 0019 2,419.38 E.W. @ F.A.(+) 020107 N 16 0 0020 526.16 062207 N 17 0 056 0011 880.00 E.W. @ F.A.(+) 022007 N 279966 0012 704.00 022107 N 11 0 55,047.54 TOTAL THIS ESTIMATE 456,437.89 TOTAL PREVIOUS ESTIMATE 511,485.43 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 07/24/07 EST. NO.37 TIME 01:41 PM R.E. NAME: WANG, SIMON YEH-FU 07-1199U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE INSPECTION DEDUCTION -5,000.00 13 LATE OPEN LANE CLS -13,000.00 15 NON SUBMITTAL OF CPM -67,392.55 25 NON-SUBMITTAL CPM -172,088.65 26 NON SUBMITTAL OF CPM 67,392.55 28 NON-SUMBITTAL CPM 172,088.65 28 CIDH DEDUCTION -17,273.25 33 FOR 24DAYS/4700/DAY -112,800.00 33 FOR 4DAYS /1300/DAY -5,200.00 33 FOR 30DAYS $1300/DAY -39,000.00 34 CIDH PILES 4,300.27 35 FOR 30DAYS $1300/DAY -39,000.00 35 FOR 30 DAYS$1300/DAY -39,000.00 37 -39,000.00 -265,972.98 LABOR COMPLIANCE VIOLATION OCT -10,000.00 02 NOV -3,713.93 03 OCT 10,000.00 03 JAN.'05 -10,000.00 05 FEB -10,000.00 06 JAN 05 10,000.00 06 NOV 3,713.93 06 FEB 2005 10,000.00 08 MARCH 2005 -10,000.00 08 APRIL 2005 -10,000.00 09 APRIL 2005 10,000.00 10 MARCH 2005 10,000.00 10 JUNE & JULY 05 -10,000.00 12 JULY & AUG -10,000.00 13 JUNE & JULY 05 10,000.00 13 SEPT 05 -10,000.00 14 JULY & AUG 10,000.00 15 SEP 05 10,000.00 15 OCT & NOV 05 -10,000.00 16 DEC 05 -10,000.00 18 OCT & NOV 05 10,000.00 18 DEC 05 10,000.00 19 JAN 06 -10,000.00 19 MARCH 06 -10,000.00 20 MARCH 06 10,000.00 22 JAN 06 10,000.00 22 MAY 06 -10,000.00 23 JUNE 06 -10,000.00 24 MAY 06 10,000.00 24 JULY 06 -10,000.00 25 JUNE 06 10,000.00 26 SEPT & AUG 06 -10,000.00 27 PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 2 DATE 07/24/07 EST. NO.37 TIME 01:41 PM R.E. NAME: WANG, SIMON YEH-FU 07-1199U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OCT 06 -10,000.00 29 SEPT & AUG 06 10,000.00 29 JULY 06 10,000.00 30 OCT 06 10,000.00 30 0.00 0.00 LIQUIDATED DAMAGES L.D. FOR 19 DAYS -89,300.00 29 L.D. FOR 30 DAYS -141,000.00 30 L.D. FOR 31 DAYS -145,700.00 31 L.D. FOR 31 DAYS -145,700.00 32 FOR 31DAYS@$1300/DAY -40,300.00 36 0.00 -562,000.00 TOTAL DEDUCTIONS -39,000.00 -827,972.98 PROGRAM CAS145 PAGE 1 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:41 PM ESTIMATE NO. 37 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/24/07 LOCATION PROGRESS ESTIMATE 07-LA-101-0.4/0.9 ----------------- BRUTOCO ENGINEERING & IN LOS ANGELES COUNTY IN CONSTRUCTION, INC. LOS ANGELES FROM 0.1 KM WEST OF P.O. BOX 429 CENTER STREET UNDERCROSSING TO FONTANA, CA 92334 ALAMEDA STREET OVERCROSSING FED. AID NO. N O N E REALIGN FREEWAY AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ 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 0.500 7,500.00 02 TIME-RELATED OVERHEAD WDAY 1,600.0000 736,000.00 473.000 756,800.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 50.0000 9,000.00 455.000 22,750.00 S) 04 PREPARE STORM WATER POLLUTION LS 3,500.0000 3,500.00 1.000 3,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 115,000.0000 115,000.00 0.027 3,105.00 1.000 115,000.00 06 MOVEABLE CONCRETE BARRIER LS 110,000.0000 110,000.00 1.000 110,000.00 07 CONSTRUCTION AREA SIGNS LS 35,000.0000 35,000.00 0.051 1,785.00 0.950 33,250.00 S) 08 ALTERNATE/DETOUR ROUTE SIGN EA 300.0000 36,000.00 130.000 39,000.00 09 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.993 218,460.00 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 60.0000 1,020.00 44.770 2,686.20 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.7500 34,100.00 15,500.000 42,625.00 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,430.00 84.000 2,940.00 S) 13 TEMPORARY PAVEMENT MARKER EA 3.3000 6,831.00 2,588.000 8,540.40 S) 14 TEMPORARY ROADSIDE SIGN EA 340.0000 3,740.00 12.000 4,080.00 15 TEMPORARY OVERHEAD SIGN STRUCTURE EA 45,000.0000 45,000.00 0.250 11,250.00 1.000 45,000.00 (TUBULAR) 16 TEMPORARY TERMINAL SECTION (TYPE K) EA 7,000.0000 28,000.00 4.000 28,000.00 S) 17 TEMPORARY RAILING (TYPE K) M 42.0000 127,470.00 2,743.484 115,226.33 S) 18 TEMPORARY CRASH CUSHION MODULE EA 350.0000 40,950.00 136.000 47,600.00 S) 19 REMOVE CHAIN LINK FENCE M 16.0000 12,000.00 769.400 12,310.40 S) 20 REMOVE METAL BEAM GUARD RAILING M 28.0000 5,320.00 172.500 4,830.00 S) 21 REMOVE DOUBLE METAL BEAM BARRIER M 49.0000 8,330.00 171.000 8,379.00 S) 22 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.0000 9,030.00 1,117.640 7,823.48 S) STRIPE PROGRAM CAS145 PAGE 2 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:41 PM ESTIMATE NO. 37 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.2500 6,705.00 3,720.000 8,370.00 S) 24 REMOVE PAVEMENT MARKER EA 1.1000 693.00 653.000 718.30 1,772.000 1,949.20 S) 25 REMOVE ROADSIDE SIGN (WOOD POST) EA 300.0000 10,200.00 26.000 7,800.00 26 REMOVE ROADSIDE SIGN (METAL POST) EA 220.0000 1,100.00 5.000 1,100.00 27 REMOVE ROADSIDE SIGN EA 100.0000 2,000.00 6.000 600.00 (STRAP AND SADDLE BRACKET METHOD) 28 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 29 REMOVE PIPE M 100.0000 13,000.00 141.820 14,182.00 30 REMOVE INLET EA 620.0000 6,200.00 13.000 8,060.00 31 REMOVE CATCH BASIN EA 700.0000 2,800.00 4.000 2,800.00 32 REMOVE CONCRETE PAVEMENT M2 60.0000 55,200.00 1,533.000 91,980.00 33 REMOVE ASPHALT CONCRETE SURFACING M2 30.0000 22,200.00 12,075.000 362,250.00 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.2000 18,720.00 5,852.000 18,726.40 (45 MM MAXIMUM) 35 COLD PLANE AC PAVEMENT (150 MM MAXIMUM) M2 13.0000 2,730.00 504.000 6,552.00 36 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M2 18.0000 19,080.00 1,329.890 23,938.02 37 REMOVE CONCRETE CURB M 22.0000 8,360.00 266.000 5,852.00 38 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 18,200.00 1,202.000 24,040.00 39 REMOVE CONCRETE ISLAND (PORTIONS) M2 25.0000 3,750.00 267.000 6,675.00 40 REMOVE CONCRETE BARRIER (TYPE 50) M 55.0000 20,350.00 370.000 20,350.00 41 CAP INLET EA 2,400.0000 21,600.00 12.000 28,800.00 42 RELOCATE TEMPORARY RAILING (TYPE K) M 22.0000 12,980.00 590.000 12,980.00 S) 43 MODIFY PUMP PLANT LS 45,000.0000 45,000.00 0.750 33,750.00 44 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 45 CONTAMINATED MATERIAL HANDLING LS 180,000.0000 180,000.00 1.000 180,000.00 46 ROADWAY EXCAVATION M3 20.0000 227,800.00 9,538.100 190,762.00 47 ROADWAY EXCAVATION (CONTAMINATED SOIL) M3 200.0000 314,000.00 1,949.800 389,960.00 48 ROADWAY EXCAVATION (TYPE Y) M3 55.0000 8,250.00 149.000 8,195.00 (AERIALLY DEPOSITED LEAD) 49 ROADWAY EXCAVATION (TYPE Z-2) M3 140.0000 43,400.00 310.000 43,400.00 (AERIALLY DEPOSITED LEAD) PROGRAM CAS145 PAGE 3 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:41 PM ESTIMATE NO. 37 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 51 STRUCTURE EXCAVATION (BRIDGE) M3 90.0000 21,870.00 243.000 21,870.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 10,500.00 330.000 16,500.00 F) 53 STRUCTURE EXCAVATION (RETAINING WALL) M3 28.0000 5,320.00 190.000 5,320.00 (TYPE Y) (ADL) 54 STRUCTURE EXCAVATION (TYPE Y) M3 65.0000 2,860.00 44.000 2,860.00 F) (AERIALLY DEPOSITED LEAD) 55 STRUCTURE BACKFILL (BRIDGE) M3 88.0000 32,560.00 373.000 32,824.00 F) 56 STRUCTURE BACKFILL (RETAINING WALL) M3 88.0000 3,080.00 36.000 3,168.00 F) 57 STRUCTURE BACKFILL (RETAINING WALL) M3 61.0000 23,180.00 470.000 28,670.00 (TYPE Y) (ADL) 58 PERVIOUS BACKFILL MATERIAL (RETAINING M3 105.0000 1,575.00 25.000 2,625.00 WALL) 59 SAND BACKFILL M3 135.0000 1,080.00 8.000 1,080.00 8.000 1,080.00 60 HIGHWAY PLANTING LS 70,000.0000 70,000.00 0.900 63,000.00 0.900 63,000.00 S) 61 RELOCATE PALM TREE EA 1,500.0000 16,500.00 7.000 10,500.00 S) 62 PLANT ESTABLISHMENT WORK LS 8,000.0000 8,000.00 0.125 1,000.00 0.125 1,000.00 S) 63 IRRIGATION SYSTEM LS 90,000.0000 90,000.00 0.150 13,500.00 0.900 81,000.00 S) 64 WATER METER EA 5,000.0000 15,000.00 2.000 10,000.00 S) 65 CLASS 2 AGGREGATE BASE M3 95.0000 79,800.00 568.360 53,994.20 66 CLASS 3 AGGREGATE BASE M3 93.0000 150,660.00 1,719.890 159,949.77 67 LEAN CONCRETE BASE M3 220.0000 147,400.00 705.800 155,276.00 68 REPLACE ASPHALT CONCRETE SURFACING M2 42.0000 13,860.00 279.000 11,718.00 69 ASPHALT CONCRETE (AR-8000) TONN 61.0000 139,080.00 2,611.910 159,326.51 70 ASPHALT CONCRETE (TYPE B) TONN 60.0000 440,400.00 8,578.040 514,682.40 71 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 6,560.00 730.000 11,680.00 730.000 11,680.00 AREA) 72 ASPHALT TEXTURE PAVING (STAMPED) M2 66.0000 99,000.00 764.300 50,443.80 764.300 50,443.80 73 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 5.5000 1,265.00 157.000 863.50 74 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 5.5000 82.50 11.500 63.25 75 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 5.5000 1,815.00 330.000 1,815.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 5.5000 143.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:41 PM ESTIMATE NO. 37 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 1.2 M CAST-IN-DRILLED-HOLE CONCRETE M 970.0000 137,740.00 142.000 137,740.00 PILING 78 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 5,405.0000 589,145.00 103.450 559,147.25 PILING 79 3.0 M CAST-IN-DRILLED-HOLE CONCRETE M 7,340.0000 491,780.00 67.000 491,780.00 PILING 80 900 MM CAST-IN-DRILLED-HOLE CONCRETE M 920.0000 76,360.00 83.000 76,360.00 PILING 81 PRESTRESSING CAST-IN-PLACE CONCRETE LS 150,000.0000 150,000.00 1.000 150,000.00 82 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 320.0000 61,120.00 191.000 61,120.00 F) 83 STRUCTURAL CONCRETE, BRIDGE M3 748.0000 1,765,280.00 2,360.000 1,765,280.00 F) 84 STRUCTURAL CONCRETE, RETAINING WALL M3 435.0000 71,775.00 185.000 80,475.00 F) 85 MINOR CONCRETE (RAMP TERMINI) M3 380.0000 100,320.00 277.000 105,260.00 F) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 2,700.0000 152,550.00 61.150 165,105.00 F) 87 ARCHITECTURAL TREATMENT (BARRIER) EA 380.0000 72,200.00 184.000 69,920.00 88 ARCHITECTURAL TREATMENT (RETAINING WALL) EA 360.0000 12,240.00 37.000 13,320.00 89 ARCHITECTURAL SURFACE (TEXTURE CONCRETE) M2 175.0000 6,300.00 36.000 6,300.00 36.000 6,300.00 90 CORE CONCRETE (501 MM - 550 MM) M 5,200.0000 2,600.00 0.500 2,600.00 S) 91 CORE CONCRETE (651 MM - 700 MM) M 5,200.0000 2,600.00 0.500 2,600.00 S) 92 PTFE BEARING EA 2,900.0000 11,600.00 4.000 11,600.00 S) 93 JOINT SEAL (MR 30 MM) M 220.0000 2,200.00 10.000 2,200.00 S) 94 JOINT SEAL ASSEMBLY (MR 70 MM) M 618.0000 6,180.00 10.000 6,180.00 S) 95 JOINT SEAL ASSEMBLY (MR 90 MM) M 618.0000 6,180.00 10.000 6,180.00 S) 96 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 618.0000 6,180.00 10.000 6,180.00 S) 97 BAR REINFORCING STEEL (BRIDGE) KG 2.1000 2,062,200.00 982,000.000 2,062,200.00 SF) 98 BAR REINFORCING STEEL (RETAINING WALL) KG 1.3500 9,450.00 7,555.000 10,199.25 SF) 99 BAR REINFORCING STEEL (EPOXY COATED) KG 2.2000 13,640.00 6,200.000 13,640.00 F) (BRIDGE) 00 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 11.0000 14,300.00 1,300.000 14,300.00 S) 01 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 2.0000 2,600.00 1,300.000 2,600.00 SF) 02 FURNISH SIGN STRUCTURE (TRUSS) KG 9.0000 65,520.00 7,280.000 65,520.00 S) 03 INSTALL SIGN STRUCTURE (TRUSS) KG 3.0000 21,840.00 7,280.000 21,840.00 SF) PROGRAM CAS145 PAGE 5 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:41 PM ESTIMATE NO. 37 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 920 MM CAST-IN-DRILLED-HOLE M 2,550.0000 25,500.00 10.000 25,500.00 CONCRETE PILE (SIGN FOUNDATION) 05 914 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 10,400.00 4.000 10,400.00 PILE (SIGN FOUNDATION) 06 ROADSIDE SIGN - ONE POST EA 425.0000 10,200.00 17.000 7,225.00 07 ROADSIDE SIGN - TWO POST EA 980.0000 11,760.00 4.000 3,920.00 08 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 175.0000 2,100.00 0.000 0.00 METHOD) 09 INSTALL SIGN PANEL ON EXISTING FRAME M2 140.0000 17,500.00 100.000 14,000.00 10 375 MM REINFORCED CONCRETE PIPE M 815.0000 24,450.00 41.008 33,421.52 11 450 MM REINFORCED CONCRETE PIPE M 235.0000 28,200.00 92.650 21,772.75 12 600 MM REINFORCED CONCRETE PIPE M 293.0000 90,830.00 350.085 102,574.91 13 900 MM REINFORCED CONCRETE PIPE M 920.0000 11,040.00 17.100 15,732.00 14 150 MM CORRUGATED STEEL PIPE M 201.0000 4,020.00 0.000 0.00 (1.63 MM THICK) 15 450 MM SLOTTED CORRUGATED STEEL PIPE M 420.0000 14,700.00 35.000 14,700.00 (1.63 MM THICK) 16 MINOR CONCRETE (CURBS, GUTTER, SIDEWALK, M3 420.0000 74,760.00 178.000 74,760.00 F) AND CURB RAMP) 17 DRAINAGE PUMPING EQUIPMENT LS 114,000.0000 114,000.00 0.500 57,000.00 S) 18 PUMPING PLANT ELECTRICAL EQUIPMENT LS 100,000.0000 100,000.00 0.740 74,000.00 S) 19 MISCELLANEOUS IRON AND STEEL KG 4.0000 9,320.00 1,315.000 5,260.00 F) 20 MISCELLANEOUS METAL KG 16.0000 21,344.00 1,334.000 21,344.00 F) (RESTRAINER - CABLE TYPE) 21 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 147,200.00 12,419.500 99,356.00 F) 22 PUMPING PLANT METAL WORK KG 17.0000 59,109.00 500.000 8,500.00 1,604.000 27,268.00 SF) 23 CHAIN LINK FENCE (TYPE CL-1.8) M 62.0000 65,100.00 44.600 2,765.20 S) 24 METAL BEAM GUARD RAILING (WOOD POST) M 153.0000 3,978.00 22.000 3,366.00 S) 25 METAL RAILING M 247.0000 164,749.00 667.000 164,749.00 F) 26 CHAIN LINK RAILING (TYPE 7) M 218.0000 27,032.00 100.000 21,800.00 F) 27 TERMINAL SYSTEM (TYPE SRT) EA 3,610.0000 3,610.00 1.000 3,610.00 S) 28 CRASH CUSHION (REACT 9CBB) EA 54,500.0000 54,500.00 0.000 0.00 S) 29 CONCRETE BARRIER (TYPE 60C) M 280.0000 98,000.00 413.000 115,640.00 30 CONCRETE BARRIER (TYPE 60R MOD) M 125.0000 6,875.00 82.000 10,250.00 PROGRAM CAS145 PAGE 6 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:41 PM ESTIMATE NO. 37 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 CONCRETE BARRIER (TYPE 50R MOD) M 191.0000 8,595.00 45.000 8,595.00 32 CONCRETE BARRIER (TYPE 736B) M 291.0000 84,390.00 269.800 78,511.80 33 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 8,100.00 144.100 6,484.50 144.100 6,484.50 S) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3500 4,455.00 3,287.000 4,437.45 3,287.000 4,437.45 S) 35 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,280.00 1,146.000 3,438.00 1,146.000 3,438.00 S) 36 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 1,230.00 554.000 1,662.00 554.000 1,662.00 (BROKEN 3.66 M - 0.92 M) 37 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 420.00 158.400 316.80 158.400 316.80 S) (BROKEN 1.83 M - 0.30 M) 38 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 1,380.00 2,018.000 4,036.00 2,018.000 4,036.00 S) (BROKEN 5.18 M - 2.14 M) 39 100 MM THERMOPLASTIC TRAFFIC STRIPE M 11.0000 28,270.00 1,408.200 15,490.20 1,408.200 15,490.20 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 40 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.1000 1,512.00 814.000 1,709.40 814.000 1,709.40 S) 41 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 2,300.00 354.000 1,770.00 354.000 1,770.00 S) 42 SIGNAL (LOCATION 1) LS 90,000.0000 90,000.00 0.961 86,490.00 S) 43 SIGNAL (LOCATION 2) LS 45,000.0000 45,000.00 0.950 42,750.00 S) 44 STREET LIGHTING LS 125,000.0000 125,000.00 0.930 116,250.00 S) 45 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 10,000.0000 10,000.00 1.000 10,000.00 1.000 10,000.00 46 INTERCONNECTION SYSTEM LS 50,000.0000 50,000.00 0.945 47,250.00 S) 47 MODIFY RAMP METERING SYSTEM LS 85,000.0000 85,000.00 0.939 79,815.00 S) 48 MODIFY LIGHTING AND SIGN ILLUMINATION LS 115,000.0000 115,000.00 0.948 109,020.00 S) 49 COMMUNICATION SYSTEM ROUTING (MODIFY) LS 200,000.0000 200,000.00 0.951 190,200.00 S) 50 SYSTEM TESTING LS 21,000.0000 21,000.00 1.000 21,000.00 S) 51 BUILDING WORK LS 19,000.0000 19,000.00 1.000 19,000.00 PROGRAM CAS145 PAGE 7 DATE 07/24/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 07-1199U4 TIME 01:41 PM ESTIMATE NO. 37 BID OPENING 07/29/04 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/07 R.E. NAME: WANG, SIMON YEH-FU DATE OF THIS ESTIMATE 07/24/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 221,706.45 12,247,888.89 ADJUSTMENT OF COMPENSATION 0.00 -121,055.89 EXTRA WORK 55,047.54 632,541.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 276,753.99 12,759,374.32 52 MOBILIZATION LS 1300,000.0000 1,300,000.00 1.000 1,300,000.00 ORIGINAL CONTRACT AMOUNT 13,397,738.50 TOTAL WORK COMPLETED 276,753.99 14,059,374.32 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -39,000.00 -827,972.98 TOTAL 237,753.99 13,231,401.34 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 09/07/04 580 10/12/04 09/22/04 01/10/08 595 63 15 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU LD IN PROGRESS WANG, SIMON YEH-FU RESIDENT ENGINEER PROGRAM CAS145 DATE 07/24/07