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 06/14/07 EST. NO.35 TIME 03:03 PM R.E. NAME: PUNJABI, RAJ 08-3564U4 --------------------------------------------------------------------------- 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 0044-1 -1,951.31 E.W. @ F.A.(+) 032902 N 1-0490 DAO CORRECTING ENTRY 0044-2 2,209.33 032902 N 1-0490 DAO CORRECTING ENTRY 0044-3 -2,209.33 032902 N 1-0490 DAO CORRECTING ENTRY 0060-1 -5,464.37 010903 N 1-0720 DAO CORRECTING ENTRY 0063 135.00 012501 N 1000 0 0063-1 -135.00 012501 N 1000 0 DAO CORRECTING ENTRY 0064 1,155.41 021701 N 3564U4 0064-1 -1,155.41 021701 N 3564U4 DAO CORRECTING ENTRY 0065 665.19 110701 N 1002 0 0065-1 -665.19 110701 N 1002 0 DAO CORRECTING ENTRY 0066 350.68 020802 N 1003 0 0066-1 -350.68 020802 N 1003 0 DAO CORRECTING ENTRY 0067 1,457.25 051602 N 1004 0 0067-1 -1,457.25 051602 N 1004 0 DAO CORRECTING ENTRY 0068 688.58 081402 N 1005 0 0068-1 -688.58 081402 N 1005 0 DAO CORRECTING ENTRY 0072 128.98 051203 N 1009 0 0072-1 -128.98 051203 N 1009 0 DAO CORRECTING ENTRY 0073 929.37 053003 N 1010 0 0073-1 -929.37 053003 N 1010 0 DAO CORRECTING ENTRY 0074 4,967.61 010903 N 1-0721 0074-1 -4,967.61 010903 N 1-0721 DAO CORRECTING ENTRY 0074-2 5,464.37 010903 N 1-0721 DAO CORRECTING ENTRY 0074-3 -5,464.37 010903 N 1-0721 DAO CORRECTING ENTRY 0075 91.08 103102 N 1011 0 0075-1 -91.08 103102 N 1011 0 DAO CORRECTING ENTRY 002 0040-1 -1,335.42 E.W. @ F.A.(+) 050103 N 1 0 DAO CORRECTING ENTRY 0040-2 1,428.90 050103 N 1 0 DAO CORRECTING ENTRY 0040-3 -1,428.90 050103 N 1 0 DAO CORRECTING ENTRY 0041-1 -269.36 061003 N 02-045 DAO CORRECTING ENTRY 0041-2 288.22 061003 N 02-045 DAO CORRECTING ENTRY 0041-3 -288.22 061003 N 02-045 DAO CORRECTING ENTRY 0043 123.02 070303 N 02-100 0043-1 -123.02 070303 N 02-100 DAO CORRECTING ENTRY 0044 166.74 061203 N 02-101 0044-1 -166.74 061203 N 02-101 DAO CORRECTING ENTRY 0046 798.44 061203 N 943999 0046-1 -798.44 061203 N 943999 DAO CORRECTING ENTRY 013 0017 380.64 E.W. @ F.A.(+) 112700 N 100 0 0017-1 -380.64 112700 N 100 0 DAO CORRECTING ENTRY 0018 242.72 120100 N 13-019 0018-1 -242.72 120100 N 13-019 DAO CORRECTING ENTRY 0019 616.98 020901 N 13-016 0019-1 -616.98 020901 N 13-016 DAO CORRECTING ENTRY 025 0033 552.82 E.W. @ F.A.(+) 041701 N 25-038 0033-1 -552.82 041701 N 25-038 DAO CORRECTING ENTRY 0035 1,864.24 080701 N 942959 0035-1 -1,864.24 080701 N 942959 DAO CORRECTING ENTRY 0036 604.06 061803 N 25-040 0036-1 -604.06 061803 N 25-040 DAO CORRECTING ENTRY 032 0009 548.69 E.W. @ F.A.(+) 051403 N 32-009 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 06/14/07 EST. NO.35 TIME 03:03 PM R.E. NAME: PUNJABI, RAJ 08-3564U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0009-1 -548.69 051403 N 32-009 DAO CORRECTING ENTRY 0010 914.48 051603 N 32-010 0010-1 -914.48 051603 N 32-010 DAO CORRECTING ENTRY 0011 805.42 052003 N 32-012 0011-1 -805.42 052003 N 32-012 DAO CORRECTING ENTRY 0012 1,686.85 052103 N 32-013 0012-1 -1,686.85 052103 N 32-013 DAO CORRECTING ENTRY 0014 1,283.17 051903 N 32-011 0014-1 -1,283.17 051903 N 32-011 DAO CORRECTING ENTRY 0016 1,733.53 052303 N 32-015 0016-1 -1,733.53 052303 N 32-015 DAO CORRECTING ENTRY 0017 1,677.21 052703 N 32-016 0017-1 -1,677.21 052703 N 32-016 DAO CORRECTING ENTRY 0018 1,322.04 052803 N 32-017 0018-1 -1,322.04 052803 N 32-017 DAO CORRECTING ENTRY 0021 1,054.62 060303 N 32-020 0021-1 -1,054.62 060303 N 32-020 DAO CORRECTING ENTRY 0022 216.77 060403 N 32-021 0022-1 -216.77 060403 N 32-021 DAO CORRECTING ENTRY 0023 216.77 060503 N 32-022 0023-1 -216.77 060503 N 32-022 DAO CORRECTING ENTRY 0024 216.77 060603 N 32-023 0024-1 -216.77 060603 N 32-023 DAO CORRECTING ENTRY 0025 287.80 060703 N 32-024 0025-1 -287.80 060703 N 32-024 DAO CORRECTING ENTRY 0026 1,449.05 052203 N 941142 0026-1 -1,449.05 052203 N 941142 DAO CORRECTING ENTRY 0027 287.80 060803 N 32-025 0027-1 -287.80 060803 N 32-025 DAO CORRECTING ENTRY 036 0001 26,960.90 A.C. @ L.S.(+) 120403 N 1 0 0001-1 -26,960.90 120403 N 1 0 DAO CORRECTING ENTRY 037 0001 75,000.00 A.C. @ L.S.(+) 061207 N 1 0 65,979.54 TOTAL THIS ESTIMATE 652,825.63 TOTAL PREVIOUS ESTIMATE 718,805.17 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 06/14/07 EST. NO.35 TIME 03:03 PM R.E. NAME: PUNJABI, RAJ 08-3564U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE SCHEDULE -3,182.50 01 BASELINE & UPDATE #1 -42,143.00 02 BASELINE SCHEDULE 3,182.50 03 BASELINE & UPDATE #1 42,143.00 03 SEPT UPDATE #2 -29,736.15 03 OCT. UPDATE #3 -73,252.84 04 SEPT. UPDATE #2 29,736.15 04 OCT. UPDATE #3 73,252.84 05 FEB 2001 CPM UPDATE -19,204.12 08 SEC 90-2.02 PCC AGG -897.55 09 APR 2001 CPM UPDATE -45,236.21 10 FEB 2001 CPM UPDATE 19,204.12 10 MAR 2001 CPM UPDATE -45,236.21 10 APR 2001 CPM UPDATE -45,236.21 11 MAR 2001 CPM UPDATE -45,236.21 11 STD SPECS 5-1.07 -3,800.00 11 STD SPECS 90-2.02 -602.65 11 STD SPECS 39-2.02 -39.00 11 APR 2001 CPM UPDATE 45,236.21 12 APR 2001 CPM UPDATE 45,236.21 12 MAR 2001 CPM UPDATE 45,236.21 12 MAR 2001 CPM UPDATE 45,236.21 12 JUN 2001 CPM UPDATE -37,488.02 13 JUN 2001 CPM UPDATE -44,838.75 15 AUG 2001 CPM UPDATE -30,427.75 16 JUN 2001 CPM UPDATE 37,488.02 16 JUN 2001 CPM UPDATE 44,838.75 16 AUG. 2001 UPDATE -24,471.25 17 SEPT. 2001 UPDATE -24,471.25 17 SWPPP PERMIT, CCO 16 -24,471.25 17 AUG 2001 CMP UPDATE 30,427.75 18 AUG 2001 UPDATE 24,471.25 18 SEPT 2001 UPDATE 24,471.25 18 LC COPIES @ $0.10 EA -102.90 24 STD SPEC 55-4.02 STL -13,684.00 26 STD SPEC 90-2.02 AGG -136.00 26 LIGHT POLE -2,000.00 34 0.00 -45,733.35 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 03 MISSING DOCUMENTS -10,000.00 07 MISSING DOCUMENTS -10,000.00 13 MISSING DOCUMENTS 30,000.00 20 MISSING DOCUMENTS -10,000.00 25 MISSING DOCUMENTS 10,000.00 26 MISSING DOCUMENTS -10,000.00 28 MISSING DOCUMENTS 10,000.00 33 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 06/14/07 EST. NO.35 TIME 03:03 PM R.E. NAME: PUNJABI, RAJ 08-3564U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- 0.00 0.00 LIQUIDATED DAMAGES 33 DAYS @ $600./DAY -19,800.00 22 30 DAYS @ $600./DAY -18,000.00 23 30 DAYS @ $600./DAY -18,000.00 24 28 DAYS @ $600./DAY -16,800.00 25 33 DAYS @ $600./DAY -19,800.00 25 AUG/02 32 DY @ $600. -19,200.00 26 DEC/02 24 DY @ $600. -14,400.00 26 JAN/03 28 DY @ $600. -16,800.00 26 NOV/02 33 DY @ $600. -19,800.00 26 OCT/02 29 DY @ $600. -17,400.00 26 SEPT/02 31 DY @ $600 -18,600.00 26 FEB/03 29 DY @ $600. -17,400.00 27 MAR03 28 DY @ 600/DY -16,800.00 28 31 DAYS @ $600./DAY -18,600.00 29 30 DAYS@$600.00/DAY -18,000.00 30 31 DAYS @ $600./DAY -18,600.00 31 2 DAYS @ $600./DAY 1,200.00 33 27 DAYS @ $600./DAY -16,200.00 33 0.00 -303,000.00 OVERBID ITEMS OVERBID ITEM NO. 040 -1,800.00 04 OVERBID ITEM NO. 040 -180.00 06 OVERBID ITEM NO. 040 -360.00 16 OVERBID ITEM NO. 040 -5,400.00 23 OVERBID ITEM NO. 040 -3,600.00 24 OVERBID ITEM NO. 040 -4,860.00 26 OVERBID ITEM NO. 040 -1,800.00 27 OVERBID ITEM NO. 040 18,000.00 33 0.00 0.00 OTHER OUTSTANDING DOCUMENTS FINAL REPORT -10,000.00 33 FINAL REPORT 10,000.00 35 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 -348,733.35 PROGRAM CAS145 PAGE 1 DATE 06/14/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 03:03 PM ESTIMATE NO. 35 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/03 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 06/14/07 LOCATION RERUN SEMI-FINAL ESTIMATE 08-RIV-71-2.6/G3.0 ------------------------- LEHIGH CONSTRUCTION COMPANY IN RIVERSIDE COUNTY NEAR CORONA 714 SOUTH PLYMOUTH BLVD FROM 0.7 KM NORTH OF SANTA ANA LOS ANGELES CA 90005 RIVER BRIDGE TO 0.3 KM SOUTH OF 91/71 SEPARATION FED. AID NO. ACNH-X065(63)E WIDEN BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 1.000 15,000.00 02 OVERHEAD DAY 1,600.0000 512,000.00 360.000 576,000.00 03 PREPARE STORM WATER POLLUTION PREVENTION LS 7,000.0000 7,000.00 1.000 7,000.00 PLAN 04 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 1.000 50,000.00 05 TEMPORARY SILT FENCE M 10.0000 5,100.00 401.000 4,010.00 06 TEMPORARY STRAW BALE M 10.0000 5,100.00 401.000 4,010.00 07 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 09 TYPE III BARRICADE EA 80.0000 1,600.00 0.000 0.00 S) 10 TEMPORARY TRAFFIC STRIPE (TAPE) M 2.0000 11,120.00 1,981.000 3,962.00 S) 11 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 5,820.00 17,924.870 17,924.87 S) 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 302.000 9,060.00 S) 13 FLASHING BEACON (PORTABLE) EA 1,500.0000 6,000.00 5.000 7,500.00 S) 14 TEMPORARY PAVEMENT MARKER EA 10.0000 2,300.00 1,005.000 10,050.00 S) 15 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 30,000.00 2.000 30,000.00 S) 16 TEMPORARY RAILING (TYPE K) M 40.0000 237,200.00 8,253.690 330,147.60 S) 17 TEMPORARY CRASH CUSHION MODULE EA 300.0000 23,100.00 143.000 42,900.00 S) 18 TEMPORARY TRAFFIC SCREEN M 6.0000 31,920.00 3,380.320 20,281.92 S) 19 ABANDON CULVERT EA 1,000.0000 2,000.00 1.000 1,000.00 20 REMOVE METAL BEAM GUARD RAILING M 20.0000 400.00 24.000 480.00 21 REMOVE PAINTED TRAFFIC STRIPE M 1.0000 5,620.00 19,128.280 19,128.28 (TEMPORARY) 22 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 3,870.00 6,206.840 18,620.52 PROGRAM CAS145 PAGE 2 DATE 06/14/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 03:03 PM ESTIMATE NO. 35 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/03 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 06/14/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE PAINTED PAVEMENT MARKING M2 40.0000 3,360.00 35.640 1,425.60 24 REMOVE PAVEMENT MARKER EA 1.0000 470.00 1,137.000 1,137.00 25 REMOVE CHANNELIZERS EA 5.0000 425.00 123.000 615.00 26 REMOVE ROADSIDE SIGN EA 100.0000 1,000.00 14.000 1,400.00 27 REMOVE SIGN STRUCTURE EA 3,000.0000 3,000.00 1.000 3,000.00 28 REMOVE PIPE M 35.0000 1,050.00 19.200 672.00 29 REMOVE INLET EA 150.0000 750.00 3.000 450.00 30 RECONSTRUCT METAL BEAM GUARD RAILING M 150.0000 57,000.00 401.460 60,219.00 S) (WOOD POST) 31 RESET FRAME AND GRATE EA 800.0000 4,000.00 3.000 2,400.00 32 RESET DELINEATOR EA 100.0000 1,400.00 14.000 1,400.00 33 RESET ROADSIDE SIGN EA 250.0000 750.00 4.000 1,000.00 34 RELOCATE ROADSIDE SIGN EA 300.0000 300.00 1.000 300.00 35 ADJUST MONUMENT TO GRADE EA 300.0000 600.00 1.000 300.00 36 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.5000 23,905.00 7,678.170 26,873.60 S) (60 MM MAXIMUM) 37 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 6,450.00 2,512.000 12,560.00 S) (75 MM MAXIMUM) 38 REMOVE CONCRETE BARRIER (TYPE K) M 20.0000 3,000.00 150.000 3,000.00 39 REMOVE CRASH CUSHION (SAND FILLED) EA 200.0000 1,600.00 8.000 1,600.00 40 BRIDGE REMOVAL (PORTION) LS 90,000.0000 90,000.00 1.000 90,000.00 41 RESET SURVEY MONUMENT EA 500.0000 1,000.00 0.000 0.00 42 CLEARING AND GRUBBING LS 5,000.0000 5,000.00 1.000 5,000.00 43 ROADWAY EXCAVATION M3 15.0000 115,350.00 7,685.790 115,286.85 44 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 26,250.00 1,050.000 26,250.00 F) 45 STRUCTURE EXCAVATION (TYPE D) M3 150.0000 108,000.00 720.000 108,000.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 44,850.00 690.000 44,850.00 F) 47 PERVIOUS BACKFILL MATERIAL M3 150.0000 6,000.00 40.000 6,000.00 F) 48 STRAW (EROSION CONTROL) TONN 410.0000 5,740.00 15.120 6,199.20 S) 49 FIBER (EROSION CONTROL) KG 0.8000 1,360.00 1,586.580 1,269.26 S) PROGRAM CAS145 PAGE 3 DATE 06/14/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 03:03 PM ESTIMATE NO. 35 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/03 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 06/14/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMPOST (EROSION CONTROL) KG 0.8000 6,784.00 7,950.300 6,360.24 S) 51 PURE LIVE SEED (EROSION CONTROL) KG 180.0000 18,000.00 47.570 8,562.60 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 600.00 150.300 450.90 S) 53 CLASS 2 AGGREGATE BASE M3 10.0000 33,500.00 2,658.390 26,583.90 54 ASPHALT TREATED PERMEABLE BASE M3 150.0000 37,500.00 265.020 39,753.00 55 ASPHALT CONCRETE (TYPE A) TONN 10.0000 73,700.00 6,109.260 61,092.60 56 ASPHALT CONCRETE (OPEN GRADED) TONN 120.0000 32,400.00 0.000 0.00 57 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 5,500.00 110.720 5,536.00 AREA) 58 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 20.0000 11,400.00 590.680 11,813.60 59 CONCRETE PAVEMENT M3 295.0000 188,800.00 773.370 228,144.15 60 FURNISH STEEL PILING (HP 250 X 85) M 55.0000 44,110.00 801.290 44,070.95 61 DRIVE STEEL PILE (HP 250 X 85) EA 2,100.0000 119,700.00 57.000 119,700.00 S) 62 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 57,000.00 190.000 57,000.00 F) 63 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 855,000.00 1,710.000 855,000.00 F) 64 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 5,600.00 7.000 5,600.00 F) (TYPE EQ) 65 STRUCTURAL CONCRETE, APPROACH SLAB M3 650.0000 13,650.00 21.000 13,650.00 F) (TYPE R) 66 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 11,000.00 9.390 10,329.00 F) 67 PAVING NOTCH EXTENSION M3 3,000.0000 4,500.00 1.500 4,500.00 68 DRILL AND BOND DOWEL M 70.0000 1,960.00 95.860 6,710.20 69 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 264,000.00 176,000.000 264,000.00 SF) 70 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.6500 824,150.00 311,000.000 824,150.00 F) 71 ERECT STRUCTURAL STEEL (BRIDGE) KG 0.3500 108,850.00 311,000.000 108,850.00 SF) 72 FURNISH SIGN STRUCTURE (TRUSS) KG 6.5000 95,114.50 14,633.000 95,114.50 F) 73 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 14,633.00 14,633.000 14,633.00 SF) 74 760 MM CAST-IN-DRILLED-HOLE M 700.0000 7,700.00 11.000 7,700.00 S) CONCRETE PILE (SIGN FOUNDATION) 75 ROADSIDE SIGN - ONE POST EA 200.0000 1,200.00 6.000 1,200.00 76 ROADSIDE SIGN - TWO POST EA 300.0000 600.00 2.000 600.00 PROGRAM CAS145 PAGE 4 DATE 06/14/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 03:03 PM ESTIMATE NO. 35 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/03 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 06/14/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLEAN AND PAINT STRUCTURAL STEEL LS 47,000.0000 47,000.00 1.000 47,000.00 S) 78 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 420.0000 31,500.00 21.900 9,198.00 S) 79 WORK AREA MONITORING LS 12,000.0000 12,000.00 1.000 12,000.00 S) 80 600 MM REINFORCED CONCRETE PIPE M 450.0000 10,350.00 19.500 8,775.00 81 450 MM CORRUGATED STEEL PIPE M 500.0000 2,500.00 0.000 0.00 (2.01 MM THICK) 82 600 MM CORRUGATED STEEL PIPE M 1,000.0000 2,000.00 3.500 3,500.00 (2.01 MM THICK) 83 1200 MM CORRUGATED STEEL PIPE M 1,000.0000 3,000.00 2.400 2,400.00 (2.01 MM THICK) 84 80 MM PLASTIC PIPE (EDGE DRAIN) M 30.0000 5,400.00 78.000 2,340.00 85 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 30.0000 1,200.00 38.000 1,140.00 86 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 3,500.00 48.500 4,850.00 (2.01 MM THICK) 87 ENTRANCE TAPER EA 1,000.0000 2,000.00 4.000 4,000.00 88 900 MM CORRUGATED STEEL PIPE INLET M 1,000.0000 4,600.00 1.100 1,100.00 (1.63 MM THICK) 89 300 MM STEEL FLARED END SECTION EA 1,000.0000 2,000.00 4.000 4,000.00 90 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 8,250.00 32.420 8,105.00 91 ROCK SLOPE PROTECTION FABRIC M2 10.0000 950.00 98.900 989.00 92 MINOR CONCRETE (CURB) M3 1,000.0000 10,000.00 5.025 5,025.00 93 MISCELLANEOUS METAL KG 15.0000 34,500.00 2,300.000 34,500.00 SF)(RESTRAINER - CABLE TYPE) 94 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 95,600.00 9,560.000 95,600.00 SF) 95 DELINEATOR (CLASS 1) EA 10.0000 410.00 41.000 410.00 96 METAL BEAM GUARD RAILING (WOOD POST) M 150.0000 30,000.00 171.450 25,717.50 S) 97 CONCRETE BARRIER (TYPE 25) M 300.0000 104,700.00 349.000 104,700.00 F) 98 CABLE ANCHOR ASSEMBLY EA 700.0000 1,400.00 4.000 2,800.00 S) (BREAKAWAY, TYPE B) 99 TERMINAL SECTION (TYPE C) EA 500.0000 4,500.00 9.000 4,500.00 S) 00 TERMINAL SYSTEM (TYPE SRT) EA 3,000.0000 18,000.00 5.000 15,000.00 S) 01 CRASH CUSHION, SAND FILLED EA 10,000.0000 10,000.00 1.000 10,000.00 S) 02 CONCRETE BARRIER (TYPE 60) M 100.0000 98,000.00 976.000 97,600.00 03 CONCRETE BARRIER (TYPE 60A MODIFIED) M 250.0000 39,500.00 158.000 39,500.00 F) PROGRAM CAS145 PAGE 5 DATE 06/14/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 03:03 PM ESTIMATE NO. 35 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/03 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 06/14/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 THERMOPLASTIC PAVEMENT MARKING M2 35.0000 2,065.00 54.820 1,918.70 S) 05 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 1.0000 8,510.00 10,617.000 10,617.00 S) 06 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 225.00 182.000 273.00 S) 07 PAVEMENT MARKER (REFLECTIVE) EA 4.0000 2,080.00 552.000 2,208.00 S) 08 PAVEMENT MARKER (REFLECTIVE-RECESSED) EA 10.0000 2,900.00 231.000 2,310.00 S) 09 LIGHTING AND SIGN ILLUMINATION LS 112,000.0000 112,000.00 1.000 112,000.00 S) 10 ELECTRIC SERVICE (IRRIGATION) LS 3,000.0000 3,000.00 1.000 3,000.00 S) 11 RAMP METERING SYSTEM (LOCATION 1) LS 120,000.0000 120,000.00 1.000 120,000.00 S) 12 RAMP METERING SYSTEM (LOCATION 2) LS 61,000.0000 61,000.00 1.000 61,000.00 S) 13 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 14 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 13,650.00 0.000 0.00 15 STRUCTURE BACKFILL (RETAINING WALL) M3 65.0000 14,300.00 0.000 0.00 16 CLASS 1 CONCRETE (RETAINING WALL) M3 500.0000 31,000.00 0.000 0.00 17 BAR REINFORCING STEEL (RETAINING WALL) KG 10.0000 20,700.00 0.000 0.00 F) PROGRAM CAS145 PAGE 6 DATE 06/14/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-3564U4 TIME 03:03 PM ESTIMATE NO. 35 BID OPENING 06/08/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/17/03 R.E. NAME: PUNJABI, RAJ DATE OF THIS ESTIMATE 06/14/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 5,527,463.54 ADJUSTMENT OF COMPENSATION 75,000.00 65,771.21 EXTRA WORK -9,020.46 653,033.96 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 65,979.54 6,246,268.71 18 MOBILIZATION LS 50,000.0000 50,000.00 1.000 50,000.00 ORIGINAL CONTRACT AMOUNT 5,493,201.50 TOTAL WORK COMPLETED 65,979.54 6,296,268.71 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 -348,733.35 TOTAL 75,979.54 5,947,535.36 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 040 BRIDGE REMOVAL (PORTION) 72,000.00 90,000.00 18,000.00 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 07/05/00 320 07/20/00 07/20/00 07/17/03 358 24 1 37 100% 100% PUNJABI, RAJ RESIDENT ENGINEER PROGRAM CAS145 DATE 06/14/07