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 10/18/07 EST. NO.32 TIME 01:51 PM R.E. NAME: YAP, SIONG C. 08-007114 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 047 0002 63,150.94 A.C. @ L.S.(+) 100507 N 2 0 63,150.94 TOTAL THIS ESTIMATE 302,803.01 TOTAL PREVIOUS ESTIMATE 365,953.95 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 10/18/07 EST. NO.32 TIME 01:51 PM R.E. NAME: YAP, SIONG C. 08-007114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE UNACCEPTABLE BASELIN -27,805.81 02 UNACCEPTABLE BASELIN -18,600.52 03 CONC. OUT OF C.C. -792.00 04 UNAPPROVED BASELINE -149,389.39 04 MISSING UPDATE - CMP -76,882.00 05 UNAPPROVED BASELINE 195,795.72 05 CPM UPDATE UNSATISFA -43,813.00 06 UNSAT. CPM UPDATE -46,983.00 08 CONC @ RLOU OUT COMP -216.00 11 RESTAKING CHARGES -1,000.00 12 T-C ITEMS -10,000.00 12 T-C ITEMS 10,000.00 13 CONC. OUT OF C.C. -2,875.90 15 MISSING UPDATE - CMP 76,882.00 15 NON QUALIFIED SUB -5,500.00 16 STRUC CONC OUT C.C. -117.00 17 INCOMPLAINT CONCRECT -54.00 19 RETURN FOR CPM BASE 90,796.00 19 ADOPT A HIGHWAY SIGN -55.00 27 NON QUALIFIED SUB 5,500.00 31 0.00 -5,109.90 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -5,000.00 06 MISSING DOCUMENTS 5,000.00 07 MISSING DOCUMENTS -5,000.00 11 MISSING DOCUMENTS 5,000.00 12 MISSING DOC -1,000.00 29 MISSING DOCUMENTS 1,000.00 31 0.00 0.00 LIQUIDATED DAMAGES 276 DAY @ $700/DAY -193,200.00 29 0.00 -193,200.00 OVERBID ITEMS OVERBID ITEM NO. 039 -780.00 07 OVERBID ITEM NO. 039 -390.00 08 OVERBID ITEM NO. 039 -130.00 09 OVERBID ITEM NO. 039 1,300.00 29 OVERBID ITEM NO. 040 -2,000.00 05 OVERBID ITEM NO. 040 -2,000.00 07 OVERBID ITEM NO. 040 4,000.00 29 OVERBID ITEM NO. 041 -5,700.00 08 OVERBID ITEM NO. 041 -380.00 09 OVERBID ITEM NO. 041 -760.00 12 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 10/18/07 EST. NO.32 TIME 01:51 PM R.E. NAME: YAP, SIONG C. 08-007114 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEM NO. 041 -760.00 13 OVERBID ITEM NO. 041 7,600.00 29 0.00 0.00 TOTAL DEDUCTIONS 0.00 -198,309.90 PROGRAM CAS145 PAGE 1 DATE 10/18/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007114 TIME 01:51 PM ESTIMATE NO. 32 BID OPENING 10/15/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/22/01 R.E. NAME: YAP, SIONG C. DATE OF THIS ESTIMATE 10/18/07 LOCATION FINAL ESTIMATE 08-SBD-215-4.0/7.2 -------------- A F R CONSTRUCTION INC IN SAN BERNARDINO COUNTY IN SAN 11 N FIFTH AVE BERNARDINO FROM INLAND CENTER ARCADIA CA 91006 DRIVE OVERCROSSING TO SECOND STREET UNDERCROSSING FED. AID NO. ACIM- 215-1(204)107,ACIM- 215-1(204)E WIDEN BRIDGES AND HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 26,500.0000 26,500.00 1.000 26,500.00 02 TEMPORARY FENCE M 24.0000 5,280.00 72.000 1,728.00 S) 03 TEMPORARY 3.7 M CHAIN LINK GATE EA 550.0000 3,300.00 0.000 0.00 S) (TYPE CL-1.8) 04 PREPARE STORM WATER POLLUTION PREVENTION LS 3,500.0000 3,500.00 1.000 3,500.00 PLAN 05 WATER POLLUTION CONTROL LS 18,500.0000 18,500.00 1.000 18,500.00 06 CONSTRUCTION AREA SIGNS LS 28,500.0000 28,500.00 1.000 28,500.00 S) 07 TRAFFIC CONTROL SYSTEM LS 11,000.0000 11,000.00 1.000 11,000.00 S) 08 TYPE III BARRICADE EA 75.0000 150.00 2.000 150.00 09 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.7500 13,447.50 3,089.000 8,494.75 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 1,960.00 100.004 4,000.16 11 FLASHING BEACON ON CONSTRUCTION EA 1,100.0000 13,200.00 12.005 13,205.50 AREA SIGN 12 TEMPORARY PAVEMENT MARKER EA 3.5000 6,335.00 1,744.500 6,105.75 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 16,500.0000 33,000.00 2.000 33,000.00 14 TEMPORARY RAILING (TYPE K) M 36.5000 66,795.00 2,016.810 73,613.57 15 TEMPORARY CRASH CUSHION MODULE EA 250.0000 16,000.00 85.400 21,350.00 S) 16 TEMPORARY TRAFFIC SCREEN M 8.4500 11,661.00 1,977.458 16,709.52 17 REMOVE CHAIN LINK FENCE M 12.0000 24,000.00 2,221.910 26,662.92 18 REMOVE METAL BEAM GUARD RAILING M 70.0000 3,220.00 45.300 3,171.00 19 REMOVE PAINTED TRAFFIC STRIPE M 4.0000 720.00 244.500 978.00 20 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,920.00 1,283.500 2,567.00 21 REMOVE PAVEMENT MARKER LS 4,500.0000 4,500.00 1.000 4,500.00 22 REMOVE SIGN PANEL EA 300.0000 900.00 3.000 900.00 PROGRAM CAS145 PAGE 2 DATE 10/18/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007114 TIME 01:51 PM ESTIMATE NO. 32 BID OPENING 10/15/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/22/01 R.E. NAME: YAP, SIONG C. DATE OF THIS ESTIMATE 10/18/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ASPHALT CONCRETE DIKE M 15.0000 2,550.00 159.000 2,385.00 24 REMOVE ASBESTOS CEMENT PIPE M 200.0000 2,400.00 0.000 0.00 25 REMOVE INLET EA 800.0000 3,200.00 4.000 3,200.00 26 REMOVE HEADWALL EA 800.0000 800.00 1.000 800.00 27 REMOVE DOWNDRAIN M 25.0000 1,350.00 49.700 1,242.50 28 REMOVE MANHOLE EA 1,500.0000 1,500.00 1.000 1,500.00 29 SALVAGE ROADSIDE SIGN EA 100.0000 300.00 3.000 300.00 30 SALVAGE SIGN STRUCTURE (TRUSS) EA 2,500.0000 5,000.00 2.000 5,000.00 31 RECONSTRUCT METAL BEAM GUARD RAILING M 95.0000 15,200.00 147.000 13,965.00 S) 32 RESET MILEPOST MARKER EA 50.0000 100.00 2.000 100.00 33 RESET OBJECT MARKER EA 50.0000 650.00 13.000 650.00 34 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 750.00 5.000 750.00 35 RESET ROADSIDE SIGN (TWO POST) EA 350.0000 1,400.00 4.000 1,400.00 36 RELOCATE ROADSIDE SIGN-ONE POST EA 150.0000 300.00 2.000 300.00 37 RELOCATE ROADSIDE SIGN-TWO POST EA 350.0000 350.00 1.000 350.00 38 RELOCATE SIGN STRUCTURE EA 2,600.0000 2,600.00 1.000 2,600.00 39 BRIDGE REMOVAL (PORTION), LOCATION A LS 46,300.0000 46,300.00 1.000 46,300.00 40 BRIDGE REMOVAL (PORTION), LOCATION B LS 11,000.0000 11,000.00 1.000 11,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION C LS 16,600.0000 16,600.00 1.000 16,600.00 42 CLEARING AND GRUBBING LS 55,000.0000 55,000.00 1.000 55,000.00 43 DEVELOP WATER SUPPLY LS 2,600.0000 2,600.00 1.000 2,600.00 44 ROADWAY EXCAVATION M3 48.0000 123,840.00 3,990.870 191,561.76 45 STRUCTURE EXCAVATION (BRIDGE) M3 74.0000 56,240.00 760.000 56,240.00 F) 46 STRUCTURE EXCAVATION (RETAINING WALL) M3 21.0000 12,495.00 595.000 12,495.00 F) 47 STRUCTURE EXCAVATION M3 21.0000 1,638.00 0.000 0.00 (RETAINING WALL, TYPE 6) 48 STRUCTURE BACKFILL (BRIDGE) M3 27.5000 26,950.00 980.000 26,950.00 F) 49 STRUCTURE BACKFILL (RETAINING WALL) M3 27.5000 10,175.00 370.000 10,175.00 F) PROGRAM CAS145 PAGE 3 DATE 10/18/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007114 TIME 01:51 PM ESTIMATE NO. 32 BID OPENING 10/15/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/22/01 R.E. NAME: YAP, SIONG C. DATE OF THIS ESTIMATE 10/18/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE BACKFILL M3 27.5000 4,840.00 0.000 0.00 (RETAINING WALL, TYPE 6) 51 PERVIOUS BACKFILL MATERIAL (RETAINING M3 55.0000 1,430.00 26.000 1,430.00 F) WALL) 52 DITCH EXCAVATION M3 21.0000 3,990.00 147.410 3,095.61 53 IMPORTED BORROW M3 16.0000 139,200.00 13,046.940 208,751.04 54 HIGHWAY PLANTING LS 77,000.0000 77,000.00 1.000 77,000.00 S) 55 TRANSPLANT PALM TREE EA 1,500.0000 244,500.00 168.000 252,000.00 S) 56 MAINTAIN EXISTING PLANTS LS 106,000.0000 106,000.00 1.000 106,000.00 S) 57 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 1.000 20,000.00 S) 58 IRRIGATION SYSTEM LS 225,000.0000 225,000.00 1.000 225,000.00 S) 59 NPS 3 SUPPLY LINE (BRIDGE) M 218.0000 31,392.00 161.000 35,098.00 S) 60 EXTEND 250 MM IRRIGATION CROSSOVER M 335.0000 6,700.00 12.000 4,020.00 S) 61 CLASS 2 AGGREGATE BASE M3 61.0000 19,520.00 252.230 15,386.03 62 LEAN CONCRETE BASE M3 99.0000 177,210.00 1,510.590 149,548.41 63 ASPHALT CONCRETE (TYPE A) TONN 53.0000 223,660.00 730.700 38,727.10 64 PLACE ASPHALT CONCRETE DIKE (TYPE B) M 12.0000 3,480.00 295.400 3,544.80 65 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 12.0000 144.00 98.000 1,176.00 66 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 12.0000 12,960.00 678.000 8,136.00 67 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 12.0000 3,360.00 608.500 7,302.00 68 CONCRETE PAVEMENT M3 152.0000 434,720.00 3,574.491 543,322.63 69 FURNISH STEEL PILING (HP 250 X 62) M 38.0000 22,496.00 576.000 21,888.00 70 DRIVE STEEL PILE (HP 250 X 62) EA 1,310.0000 78,600.00 60.000 78,600.00 S) 71 FURNISH PILING (CLASS 900) M 55.0000 6,050.00 110.000 6,050.00 72 DRIVE PILE (CLASS 900) EA 2,000.0000 20,000.00 10.000 20,000.00 S) 73 FURNISH PILING (CLASS 625) M 27.0000 13,500.00 481.000 12,987.00 74 DRIVE PILE (CLASS 625) EA 1,925.0000 96,250.00 50.000 96,250.00 S) 75 FURNISH PILING (CLASS 400) M 27.0000 6,426.00 238.000 6,426.00 76 DRIVE PILE (CLASS 400) EA 1,925.0000 30,800.00 16.000 30,800.00 S) PROGRAM CAS145 PAGE 4 DATE 10/18/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007114 TIME 01:51 PM ESTIMATE NO. 32 BID OPENING 10/15/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/22/01 R.E. NAME: YAP, SIONG C. DATE OF THIS ESTIMATE 10/18/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 361.0000 111,910.00 310.000 111,910.00 F) 78 STRUCTURAL CONCRETE, BRIDGE M3 852.0000 570,840.00 670.000 570,840.00 F) 79 STRUCTURAL CONCRETE, RETAINING WALL M3 525.0000 81,375.00 155.000 81,375.00 F) 80 CLASS A CONCRETE M3 525.0000 13,125.00 0.000 0.00 F) (RETAINING WALL FOOTING) 81 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 36,000.00 23.600 35,400.00 F) 82 DRILL AND BOND DOWEL M 66.0000 3,696.00 72.800 4,804.80 83 FURNISH PRECAST PRESTRESSED CONCRETE EA 3,500.0000 70,000.00 20.000 70,000.00 GIRDER (5 M - 10 M) 84 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,500.0000 45,000.00 10.000 45,000.00 GIRDER (10 M - 15 M) 85 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 36,000.00 30.000 36,000.00 S) GIRDER 86 RETAINING WALL STEM (TYPE 6) M2 121.0000 14,520.00 0.000 0.00 87 REFINISH BRIDGE DECK M2 271.0000 14,363.00 60.500 16,395.50 88 JOINT SEAL (MR 15 MM) M 120.0000 2,280.00 66.100 7,932.00 89 BAR REINFORCING STEEL KG 1.2200 2,588.84 0.000 0.00 SF)(FOOTING AND RETAINING WALL, TYPE 6) 90 BAR REINFORCING STEEL (BRIDGE) KG 2.7500 335,500.00 122,000.000 335,500.00 SF) 91 BAR REINFORCING STEEL (RETAINING WALL) KG 2.5000 23,700.00 9,480.000 23,700.00 SF) 92 WELDED HEADED BAR AND REINFORCEMENT EA 70.0000 10,640.00 152.000 10,640.00 S) 93 FURNISH SIGN STRUCTURE (TRUSS) KG 3.8000 98,268.00 25,860.000 98,268.00 F) 94 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 10,344.00 25,860.000 10,344.00 SF) 95 920 MM CAST-IN-DRILLED-HOLE M 799.0000 23,970.00 30.000 23,970.00 S) CONCRETE PILE (SIGN FOUNDATION) 96 1220 MM CAST-IN-DRILLED-HOLE M 1,510.0000 9,060.00 5.500 8,305.00 S) CONCRETE PILE (SIGN FOUNDATION) 97 ROADSIDE SIGN - ONE POST EA 200.0000 1,200.00 6.000 1,200.00 98 ROADSIDE SIGN - TWO POST EA 500.0000 1,500.00 3.000 1,500.00 99 INSTALL SIGN PANEL ON EXISTING FRAME M2 75.0000 1,125.00 15.000 1,125.00 00 450 MM REINFORCED CONCRETE PIPE M 235.0000 3,055.00 24.100 5,663.50 01 750 MM REINFORCED CONCRETE PIPE M 310.0000 5,580.00 13.500 4,185.00 02 900 MM REINFORCED CONCRETE PIPE M 342.0000 3,078.00 9.500 3,249.00 03 1500 MM REINFORCED CONCRETE PIPE M 495.0000 113,850.00 221.000 109,395.00 PROGRAM CAS145 PAGE 5 DATE 10/18/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007114 TIME 01:51 PM ESTIMATE NO. 32 BID OPENING 10/15/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/22/01 R.E. NAME: YAP, SIONG C. DATE OF THIS ESTIMATE 10/18/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM BITUMINOUS COATED CORRUGATED M 233.0000 6,757.00 6.000 1,398.00 STEEL PIPE (1.63 MM THICK) 05 200 MM BITUMINOUS COATED PERFORATED M 51.0000 4,233.00 177.900 9,072.90 STEEL PIPE UNDERDRAIN (2.01 MM THICK) 06 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 74.0000 1,110.00 15.000 1,110.00 07 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 08 300 MM BITUMINOUS COATED CORRUGATED M 165.0000 10,065.00 53.100 8,761.50 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 09 300 MM BITUMINOUS COATED ENTRANCE TAPER EA 450.0000 3,600.00 8.000 3,600.00 10 300 MM BITUMINOUS COATED DOWNDRAIN EA 175.0000 1,400.00 8.000 1,400.00 SLIP JOINT 11 300 MM BITUMINOUS COATED ANCHOR EA 375.0000 3,750.00 10.000 3,750.00 ASSEMBLY 12 ROCK SLOPE PROTECTION M3 550.0000 330.00 2.456 1,350.80 (FACING, METHOD B) 13 CONCRETE (CHANNEL LINING) M3 430.0000 29,670.00 72.000 30,960.00 14 MINOR CONCRETE (MISCELLANEOUS M3 611.0000 10,998.00 12.557 7,672.33 CONSTRUCTION) 15 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,000.00 851.800 4,259.00 S) 16 MISCELLANEOUS METAL (BRIDGE) KG 12.0000 4,680.00 390.000 4,680.00 SF) 17 CHAIN LINK FENCE (TYPE CL-1.8) M 28.0000 56,280.00 1,925.600 53,916.80 S) 18 1.2 M CHAIN LINK GATE (TYPE CL-1.8, EA 700.0000 3,500.00 5.000 3,500.00 S) SLATTED) 19 3.7 M CHAIN LINK GATE (TYPE CL-1.8) EA 800.0000 3,200.00 4.000 3,200.00 S) 20 METAL BEAM GUARD RAILING (WOOD POST) M 70.0000 3,220.00 578.000 40,460.00 S) 21 CONCRETE BARRIER (TYPE 25) M 225.0000 36,225.00 161.000 36,225.00 22 CONCRETE BARRIER (TYPE 27) M 236.0000 13,924.00 59.000 13,924.00 F) 23 CABLE RAILING M 28.0000 4,536.00 102.000 2,856.00 SF) 24 CABLE ANCHOR ASSEMBLY EA 350.0000 1,750.00 7.000 2,450.00 S) (BREAKAWAY, TYPE B) 25 TERMINAL SYSTEM (TYPE ET) EA 2,700.0000 18,900.00 5.000 13,500.00 S) 26 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 2,500.00 1.000 2,500.00 S) 27 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 1,000.00 24.880 995.20 S) 28 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 1.2000 6,168.00 2,578.000 3,093.60 S) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2500 450.00 200.000 450.00 S) PROGRAM CAS145 PAGE 6 DATE 10/18/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007114 TIME 01:51 PM ESTIMATE NO. 32 BID OPENING 10/15/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/22/01 R.E. NAME: YAP, SIONG C. DATE OF THIS ESTIMATE 10/18/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 6,180.00 2,117.000 6,351.00 S) 31 PAINT TRAFFIC STRIPE (2-COAT) M 2.5000 450.00 323.000 807.50 S) 32 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 2,280.00 1,380.000 2,070.00 S) 33 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 4,560.00 1,002.000 4,008.00 S) 34 RELOCATE CHANGEABLE MESSAGE SIGN LS 22,000.0000 22,000.00 1.000 22,000.00 S) SYSTEM 35 LIGHTING AND SIGN ILLUMINATION LS 189,500.0000 189,500.00 1.000 189,500.00 S) 36 SPRINKLER CONTROL CONDUIT LS 3,500.0000 3,500.00 1.000 3,500.00 S) 37 FIBER OPTIC CABLE LS 16,500.0000 16,500.00 1.000 16,500.00 S) 38 FIBER OPTIC CONDUIT LS 23,200.0000 23,200.00 1.000 23,200.00 S) PROGRAM CAS145 PAGE 7 DATE 10/18/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-007114 TIME 01:51 PM ESTIMATE NO. 32 BID OPENING 10/15/98 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/22/01 R.E. NAME: YAP, SIONG C. DATE OF THIS ESTIMATE 10/18/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 4,880,862.48 ADJUSTMENT OF COMPENSATION 63,150.94 79,827.61 EXTRA WORK 0.00 286,126.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 63,150.94 5,246,816.43 39 MOBILIZATION LS 511,000.0000 511,000.00 1.000 511,000.00 ORIGINAL CONTRACT AMOUNT 5,360,888.34 TOTAL WORK COMPLETED 63,150.94 5,757,816.43 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -198,309.90 TOTAL 63,150.94 5,559,506.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 039 BRIDGE REMOVAL (PORTION), LOCATION A 45,000.00 46,300.00 1,300.00 040 BRIDGE REMOVAL (PORTION), LOCATION B 7,000.00 11,000.00 4,000.00 041 BRIDGE REMOVAL (PORTION), LOCATION C 9,000.00 16,600.00 7,600.00 DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 11/24/98 360 12/02/98 12/09/98 03/22/01 562 19 3 0 100% 100% YAP, SIONG C. RESIDENT ENGINEER PROGRAM CAS145 DATE 10/18/07