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 08/23/07 EST. NO.06 TIME 11:48 AM R.E. NAME: WANG, T H 12-0E0604 --------------------------------------------------------------------------- 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 0006 1,280.81 E.W. @ F.A.(+) 032907 N 0023.0 0007 1,323.06 033007 N 0024.0 0008 1,488.93 033107 N 0025.0 0009 2,223.24 040507 N 0037.0 0010 2,585.34 040607 N 0038.0 0011 2,190.36 040707 N 0039.0 0013 2,192.96 040907 N 0049.0 0014 962.50 041007 N 0050.0 0015 962.50 041107 N 0051.0 0016 962.50 041207 N 0052.0 0021 962.50 041607 N 0059.0 0023 962.50 041807 N 0061.0 0025 2,580.02 042107 N 0063.0 0026 962.50 042307 N 0064.0 0028 962.50 042507 N 0066.0 0030 1,602.18 030907 N 0002.0 0032 240.14 030807 N 0004.0 0033 1,978.00 032307 N 0005.0 0034 1,901.70 032407 N 0006.0 0035 1,072.50 042707 N 0070.0 0036 962.50 043007 N 0072.0 0037 962.50 050107 N 0073.0 0038 481.25 050207 N 0075.0 0039 481.25 050307 N 0076.0 0040 558.01 050407 N 0077.0 0048 433.90 051607 N 0090.0 0049 2,105.90 051707 N 0091.0 0050 2,105.90 051807 N 0092.0 0064 762.31 061107 N 0111.0 0065 762.31 061207 N 0112.0 0066 762.31 061307 N 0113.0 0067 571.73 061407 N 0114.0 0068 571.73 061507 N 0115.0 0069 571.73 061807 N 0116.0 0070 667.02 061907 N 0117.0 0071 667.02 062007 N 0118.0 0072 667.02 062107 N 0119.0 0073 667.02 062207 N 0120.0 0074 667.02 062507 N 0121.0 0076 762.31 062707 N 0123.0 0083 377.57 071607 N 0130.0 0088 302.06 080607 N 0135.0 0089 302.06 080707 N 0136.0 46,569.17 TOTAL THIS ESTIMATE 16,589.24 TOTAL PREVIOUS ESTIMATE 63,158.41 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 08/23/07 EST. NO.06 TIME 11:48 AM R.E. NAME: WANG, T H 12-0E0604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0604 TIME 11:48 AM ESTIMATE NO. 06 BID OPENING 01/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: WANG, T H DATE OF THIS ESTIMATE 08/23/07 LOCATION RERUN PROGRESS ESTIMATE 12-ORA-405-16.9/24.2 ----------------------- PAVE-TECH, INC. IN ORANGE COUNTY IN WESTMINSTER, 735 LAGUNA DRIVE HUNTINGTON BEACH AND SEAL BEACH CARLSBAD,CA 92008 FROM ROUTE 405 AND 39 SEPARATION TO LOS ANGELES COUNTY LINE FED. AID NO. ACIM-405 -2(936)109,ACIM-405 -2(936)E REPLACE SLABS AND TREAT BRIDGE DECK ------------------------------------------------------------------------------------------------------------------------------------ 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 2,500.0000 2,500.00 0.050 125.00 0.850 2,125.00 02 TIME-RELATED OVERHEAD WDAY 1,000.0000 375,000.00 21.000 21,000.00 125.000 125,000.00 03 PREPARE STORM WATER POLLUTION LS 650.0000 650.00 1.000 650.00 PREVENTION PLAN 04 WATER POLLUTION CONTROL LS 25,000.0000 25,000.00 0.750 18,750.00 05 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 1,000.00 4.000 2,000.00 06 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 30,000.0000 30,000.00 1.000 30,000.00 07 CONSTRUCTION AREA SIGNS LS 57,000.0000 57,000.00 0.050 2,850.00 0.900 51,300.00 S) 08 TRAFFIC CONTROL SYSTEM LS 1100,000.0000 1,100,000.00 0.050 55,000.00 0.950 1,045,000.00 S) 09 TEMPORARY PAVEMENT MARKING (PAINT) M2 29.5500 28,959.00 980.000 28,959.00 980.000 28,959.00 S) 10 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3700 112,110.00 102,089.000 37,772.93 303,000.000 112,110.00 S) 11 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 320.00 8.000 320.00 S) 12 TEMPORARY PAVEMENT MARKER EA 3.0500 121,695.00 8,238.000 25,125.90 8,265.000 25,208.25 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 80,000.0000 80,000.00 0.050 4,000.00 0.950 76,000.00 S) 14 TEMPORARY RAILING (TYPE K) M 200.0000 28,000.00 134.150 26,830.00 15 TEMPORARY CRASH CUSHION MODULE EA 200.0000 2,200.00 11.000 2,200.00 16 TEMPORARY TRAFFIC SCREEN M 30.0000 4,200.00 134.150 4,024.50 17 REMOVE METAL BEAM GUARD RAILING M 31.2500 3,125.00 140.000 4,375.00 S) 18 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.3500 122,445.00 87,536.000 118,173.60 S) STRIPE 19 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 1,280.00 432.000 864.00 640.000 1,280.00 S) 20 REMOVE PAVEMENT MARKER EA 0.7500 61,425.00 81,900.000 61,425.00 S) 21 REMOVE ROADSIDE SIGN EA 190.0000 4,560.00 24.000 4,560.00 22 REMOVE ROADSIDE SIGN EA 175.0000 1,750.00 10.000 1,750.00 (STRAP AND SADDLE BRACKET METHOD) PROGRAM CAS145 PAGE 2 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0604 TIME 11:48 AM ESTIMATE NO. 06 BID OPENING 01/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: WANG, T H DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ROADSIDE SIGN PANEL EA 175.0000 3,150.00 18.000 3,150.00 24 REMOVE SIGN FROM SIGN FRAME EA 2,500.0000 45,000.00 18.000 45,000.00 25 REMOVE ASPHALT CONCRETE DIKE M 4.0000 36,400.00 5,153.000 20,612.00 9,100.880 36,403.52 26 RECONSTRUCT METAL BEAM GUARD RAILING M 84.0000 17,640.00 210.000 17,640.00 S) 27 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5300 255,530.00 45,991.000 116,357.23 101,203.000 256,043.59 S) 28 CLEAN BRIDGE DECK M2 1.0000 4,830.00 4,848.000 4,848.00 29 CLEARING AND GRUBBING LS 8,845.0000 8,845.00 1.000 8,845.00 30 ROADWAY EXCAVATION M3 59.0000 4,720.00 80.000 4,720.00 31 ROADWAY EXCAVATION (TYPE Y) M3 73.0000 2,190.00 30.000 2,190.00 (AERIALLY DEPOSITED LEAD) 32 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 33 STRUCTURE EXCAVATION (RETAINING WALL) M3 16.0000 7,344.00 559.000 8,944.00 F) 34 STRUCTURE BACKFILL (RETAINING WALL) M3 31.0000 10,075.00 425.000 13,175.00 F) 35 PERVIOUS BACKFILL MATERIAL (RETAINING M3 123.0000 3,813.00 31.000 3,813.00 F) WALL) 36 GEOGRID M2 11.0000 2,640.00 240.000 2,640.00 37 GEOTEXTILE M2 11.0000 2,640.00 240.000 2,640.00 38 IMPORTED BORROW M3 39.0000 32,760.00 840.000 32,760.00 39 HIGHWAY PLANTING LS 17,242.0000 17,242.00 1.000 17,242.00 S) 40 PLANT ESTABLISHMENT WORK LS 4,656.0000 4,656.00 0.650 3,026.40 0.750 3,492.00 S) 41 IRRIGATION SYSTEM LS 7,918.0000 7,918.00 1.000 7,918.00 S) 42 CLASS 2 AGGREGATE SUBBASE M3 150.0000 6,000.00 40.000 6,000.00 43 CLASS 2 AGGREGATE BASE M3 45.0000 11,250.00 250.000 11,250.00 44 AGGREGATE BASE (APPROACH SLAB) M3 800.0000 8,800.00 11.000 8,800.00 45 REPLACE SURFACING M3 574.0000 11,480.00 20.000 11,480.00 20.000 11,480.00 46 ASPHALT CONCRETE (TYPE A) TONN 83.0000 1,087,300.00 5,210.890 432,503.87 12,182.260 1,011,127.58 47 ASPHALT CONCRETE BASE (TYPE A) M3 173.0000 31,140.00 180.000 31,140.00 48 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 104.0000 162,240.00 106.000 11,024.00 1,666.000 173,264.00 49 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 6,000.00 80.000 6,000.00 AREA) PROGRAM CAS145 PAGE 3 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0604 TIME 11:48 AM ESTIMATE NO. 06 BID OPENING 01/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: WANG, T H DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 52,380.00 4,763.970 28,583.82 8,730.000 52,380.00 51 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 168.00 28.000 168.00 28.000 168.00 52 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 60.00 10.000 60.00 10.000 60.00 53 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 1,860.00 310.000 1,860.00 310.000 1,860.00 54 ASPHALTIC EMULSION (PAINT BINDER) TONN 625.0000 25,000.00 40.000 25,000.00 55 REPLACE CONCRETE PAVEMENT M3 707.0000 1,018,080.00 1,429.390 1,010,578.73 (RAPID STRENGTH CONCRETE) 56 DOWEL BAR (DRILL AND BOND) EA 8.0000 71,440.00 6,861.000 54,888.00 57 GRIND EXISTING CONCRETE M2 5.5500 2,747,250.00 52,437.000 291,025.35 485,000.000 2,691,750.00 S) PAVEMENT 58 STRUCTURAL CONCRETE, RETAINING WALL M3 983.0000 105,181.00 107.000 105,181.00 F) 59 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,400.0000 147,000.00 147.900 207,060.00 (TYPE R) 60 PAVING NOTCH EXTENSION M3 6,700.0000 23,450.00 3.500 23,450.00 61 CLEAN EXPANSION JOINT M 65.0000 28,600.00 444.110 28,867.15 62 JOINT SEAL (MR 30 MM) M 80.0000 21,200.00 252.850 20,228.00 S) 63 JOINT SEAL (MR 15 MM) M 150.0000 34,500.00 191.260 28,689.00 S) 64 BAR REINFORCING STEEL (RETAINING WALL) KG 7.0000 21,756.00 3,108.000 21,756.00 SF) 65 TREAT BRIDGE DECK M2 2.0000 9,660.00 4,830.000 9,660.00 F) 66 FURNISH BRIDGE DECK TREATMENT MATERIAL L 25.0000 67,000.00 2,010.000 50,250.00 (LOW ODOR) 67 FURNISH FORMED PANEL SIGN (ROADSIDE) M2 155.0000 48,050.00 310.000 48,050.00 68 FURNISH LAMINATED PANEL SIGN M2 229.0000 5,038.00 22.000 5,038.00 (25.4 MM-TYPE A) 69 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 690.00 6.000 690.00 (1.6 MM-UNFRAMED) 70 FURNISH SINGLE SHEET ALUMINUM SIGN M2 136.0000 17,680.00 130.000 17,680.00 (3.2 MM-UNFRAMED) 71 METAL (BARRIER MOUNTED SIGN) KG 21.0000 94,710.00 4,510.000 94,710.00 72 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 195.0000 4,485.00 23.000 4,485.00 METHOD) 73 INSTALL SIGN PANEL ON EXISTING FRAME M2 300.0000 99,000.00 330.000 99,000.00 74 INSTALL ROADSIDE SIGN PANEL ON EA 195.0000 3,510.00 18.000 3,510.00 EXISTING POST 75 MINOR CONCRETE (GUTTER) M3 323.0000 3,230.00 5.300 1,711.90 76 METAL BEAM GUARD RAILING (WOOD POST) M 89.5000 8,950.00 130.000 11,635.00 S) PROGRAM CAS145 PAGE 4 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0604 TIME 11:48 AM ESTIMATE NO. 06 BID OPENING 01/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: WANG, T H DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CABLE RAILING M 100.0000 6,600.00 65.260 6,526.00 S) 78 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 850.0000 850.00 1.000 850.00 S) 79 THERMOPLASTIC PAVEMENT MARKING M2 63.0000 27,090.00 0.000 0.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 134,000.00 0.000 0.00 S) 81 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,490.00 0.000 0.00 S) 82 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 8,700.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 83 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8000 68,080.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 84 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,080.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 85 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 20,190.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 86 PAINT TRAFFIC STRIPE (2-COAT) M 0.2900 24,679.00 0.000 0.00 S) 87 PAVEMENT MARKER (NON-REFLECTIVE) M 1.2500 29,500.00 0.000 0.00 S) 88 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 55,500.00 0.000 0.00 S) 89 INDUCTIVE LOOP DETECTOR EA 315.0000 138,600.00 106.000 33,390.00 128.000 40,320.00 S) 90 LOOP DETECTOR LEAD-IN CABLE M 3.5000 51,800.00 7,400.000 25,900.00 7,400.000 25,900.00 S) PROGRAM CAS145 PAGE 5 DATE 08/23/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 12-0E0604 TIME 11:48 AM ESTIMATE NO. 06 BID OPENING 01/04/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/07 R.E. NAME: WANG, T H DATE OF THIS ESTIMATE 08/23/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,151,687.50 8,168,497.82 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 46,569.17 63,158.41 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,198,256.67 8,231,656.23 91 MOBILIZATION LS 977,000.0000 977,000.00 1.000 977,000.00 ORIGINAL CONTRACT AMOUNT 10,173,909.00 TOTAL WORK COMPLETED 1,198,256.67 9,208,656.23 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,198,256.67 9,208,656.23 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 01/30/07 465 02/23/07 02/23/07 01/06/09 122 1 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY WANG, T H RESIDENT ENGINEER PROGRAM CAS145 DATE 08/23/07