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 02/23/10 EST. NO.25 TIME 12:01 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- 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 0068 1,267.64 E.W. @ F.A.(+) 090308 N 0159.0 0069 300.44 073009 N 0607.0 002 0023 333.93 E.W. @ F.A.(+) 090908 N 0294.0 0024 200.00 103109 N 0832.0 0025 200.00 123109 N 0864.0 0026 200.00 080108 N 0915.0 003 0020 725.00 E.W. @ F.A.(+) 092608 N 0292.0 0021 662.50 061908 N 0293.0 005 0073-1 -1,085.57 E.W. @ F.A.(+) 090109 N 0592.0 DAO CORRECTING ENTRY 0075 1,460.76 071808 N 0076.0 0076 933.35 062509 N 0881.0 0077 296.40 090309 N 0539.0 011 0005 683.91 E.W. @ F.A.(+) 062509 N 0880.0 014 0048 4,212.29 E.W. @ F.A.(+) 090109 N 0552 0 0049 3,285.91 052609 N 945 0 022 0001 275.24 E.W. @ F.A.(+) 112508 N 0303.0 0002 3,661.35 112408 N 0302.0 023 0003-1 -4,212.29 E.W. @ F.A.(+) 090109 Y 0552.0 DAO CORRECTING ENTRY 0021 338.10 083109 Y 0695.0 0022 676.20 090109 Y 0696.0 0023 1,127.04 072809 N 0911.0 0024 936.78 082609 N 0932.0 0025 5,491.56 081709 N 0922.0 0026 14,185.86 081409 N 0923.0 0027 280.35 080709 N 0924.0 0028 312.28 081009 N 0925.0 0029 226.63 081109 N 0926.0 0030 305.85 081309 N 0927.0 0031 1,117.50 081709 N 0928.0 0032 771.14 081909 N 0929.0 0033 285.77 082109 N 0930.0 0034 599.55 082409 N 0931.0 0035 468.92 082709 N 0933.0 037 0001-1 -9,707.25 E.W. @ L.S.(+) 050709 N CEI001 DAO CORRECTING ENTRY 0004 10,599.50 021610 N DGC020 038 0005 264.00 E.W. @ F.A.(+) 092109 N 0653.0 040 0009 2,477.85 E.W. @ F.A.(+) 111708 N 0285.0 0010 926.00 111308 N 0295.0 0011 256.69 061009 N 0441.0 0012 957.00 061009 N 0529.0 042 0005 879.76 E.W. @ F.A.(+) 072009 N 0942.0 048 0001 2,900.00 A.C. @ L.S.(+) 021610 N DGC021 058 0001 615.75 E.W. @ F.A.(+) 022709 N 0326.0 060 0001 987.72 A.C. @ L.S.(+) 021610 N DGC023 062 0060 1,000.55 E.W. @ F.A.(+) 040209 N 0332.0 067 0001 3,181.54 A.C. @ L.S.(+) 021610 N DGC023 068 0089 23,485.24 E.W. @ F.A.(+) 050809 N 0896.0 0092 450.39 051709 N 0406.0 0093 222.18 051309 N 0430.1 0094 482.57 061409 N 0610.0 0096 126.76 062409 N 0839.0 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 02/23/10 EST. NO.25 TIME 12:01 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0097 12,779.06 071409 N 0943.0 0098 10,747.19 073009 N 0541.0 0099 6,486.72 073109 N 0542.0 0100 10,102.75 080309 N 0543.0 0101 21,441.97 072609 N 0946.0 0102 21,350.22 A.C. @ L.S.(+) 021610 N DGC024 071 0001 213.72 E.W. @ F.A.(+) 042909 N 0371.0 0002 485.36 070809 N 0480.0 0003 110.54 070909 N 0483.0 0004 110.54 071009 N 0487.0 0005 522.02 071109 N 0488.0 0006 629.35 071209 N 0489.0 0007 110.54 071309 N 0490.0 0008 110.54 071509 N 0491.0 0009 65.96 101209 N 0677.0 0010 575.37 102009 N 0689.0 0011 656.19 072409 N 0595.0 0012 482.57 070809 N 0625.0 0013 482.57 070909 N 0626.0 0014 482.57 071009 N 0627.0 0015 482.57 071109 N 0629.0 0016 482.57 071209 N 0630.0 0017 482.57 071309 N 0631.0 0018 482.57 071509 N 0632.0 0019 609.83 071609 N 0704.0 0020 589.62 071709 N 0705.0 0021 967.85 071809 N 0706.0 0022 1,075.18 071909 N 0707.0 0023 589.62 072009 N 0708.0 0024 589.62 072109 N 0709.0 0025 609.83 072209 N 0710.0 0026 396.59 081909 N 0741.0 0027 396.59 082009 N 0742.0 0028 396.59 082109 N 0743.0 0029 789.52 082209 N 0744.0 0030 896.85 082309 N 0745.0 0031 396.59 082409 N 0746.0 0032 396.59 082509 N 0747.0 0034 396.59 082609 N 0749.0 0035 396.59 082709 N 0750.0 0036 396.59 082809 N 0751.0 0037 789.52 082909 N 0752.0 0038 896.85 083009 N 0753.0 0039 387.99 083109 N 0754.0 0040 416.80 090109 N 0755.0 0041 396.59 090209 N 0756.0 0042 416.80 090309 N 0757.0 0043 357.09 090409 N 0758.0 0044 789.52 090509 N 0759.0 0045 896.85 090609 N 0760.0 0046 918.90 090709 N 0761.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 3 DATE 02/23/10 EST. NO.25 TIME 12:01 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0047 396.59 090809 N 0762.0 0048 396.59 090909 N 0763.0 0049 396.59 091009 N 0764.0 0050 379.40 091109 N 0765.0 0051 733.56 091209 N 0766.0 0052 840.89 091309 N 0767.0 0053 706.69 091409 N 0768.0 0054 419.58 091509 N 0769.0 0055 589.62 072309 N 0711.0 0056 589.62 072409 N 0712.0 0057 1,004.59 072509 N 0713.0 0058 1,111.92 072609 N 0714.0 0059 609.83 072709 N 0715.0 0060 609.83 072809 N 0716.0 0061 609.83 072909 N 0717.0 0062 589.62 073009 N 0718.0 0063 589.62 073109 N 0719.0 0064 1,004.59 080109 N 0720.0 0065 1,111.92 080209 N 0721.0 0066 589.62 080309 N 0722.0 0067 589.62 080409 N 0723.0 0068 589.62 080509 N 0724.0 0069 589.62 080609 N 0725.0 0070 589.62 080709 N 0726.0 0071 1,004.59 080809 N 0727.0 0072 1,111.92 080909 N 0728.0 0073 589.62 081009 N 0729.0 0074 589.62 081109 N 0730.0 0075 589.62 081209 N 0731.0 0076 589.62 081309 N 0732.0 0077 589.62 081409 N 0736.0 0078 1,004.59 081509 N 0737.0 0079 1,075.18 081609 N 0738.0 0080 396.59 081709 N 0739.0 0081 396.59 081809 N 0740.0 0082 1,577.87 100209 N 0879.0 0083 379.40 091609 N 0882.0 0084 387.99 091709 N 0883.0 0085 396.59 091809 N 0884.0 0086 394.75 091909 N 0885.0 0087 896.85 092009 N 0886.0 0088 379.40 092109 N 0887.0 0089 379.40 092209 N 0888.0 0090 400.09 092309 N 0889.0 0091 396.59 092409 N 0890.0 0092 396.59 092509 N 0891.0 0093 394.75 092609 N 0892.0 0094 896.85 092709 N 0893.0 0095 396.59 092809 N 0894.0 0096 396.59 092909 N 0895.0 0097 379.40 093009 N 0897.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 4 DATE 02/23/10 EST. NO.25 TIME 12:01 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0098 339.47 100109 N 0898.0 0099 744.69 100309 N 0899.0 0100 852.02 100409 N 0900.0 0101 339.47 100509 N 0901.0 0102 357.24 100609 N 0903.0 0103 357.24 100709 N 0904.0 0104 744.69 101009 N 0907.0 0105 852.02 101109 N 0908.0 0106 357.24 101209 N 0909.0 0107 339.47 101309 N 0910.0 0108 357.24 100809 N 0905.0 0109 339.47 100909 N 0906.0 0110 1,831.50 042909 N 0435.0 0111 339.47 100509 N 0902.0 0112 2,400.00 A.C. @ L.S.(+) 020410 N DGC025 075 0003 20,000.00 E.W. @ L.S.(+) 021610 N DGC027 077 0001 5,470.44 A.C. @ L.S.(+) 021610 N DGC028 078 0001 5,910.00 A.C. @ L.S.(+) 021610 N DGC029 080 0004 800.00 A.C. @ L.S.(+) 021610 N DGC030 083 0001 5,710.75 E.W. @ F.A.(+) 080609 N 0912.0 095 0008 269.54 E.W. @ F.A.(+) 091509 N 0571.0 098 0001 4,887.39 E.W. @ F.A.(+) 100209 N 0643.0 272,289.81 TOTAL THIS ESTIMATE 924,430.84 TOTAL PREVIOUS ESTIMATE 1,196,720.65 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 02/23/10 EST. NO.25 TIME 12:01 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE BASELINE SCHEDULE -11,454.00 01 BASE LINE SCHEDULE 11,454.00 06 CONCRETE FINISH -25,000.00 08 CPM SCHEDULE -290,000.00 08 COMPRESSIVE STRENGTH -3,462.00 09 CONCRETE FINISH #90 20,000.00 09 CPM SCHEDULE 11/08 -120,000.00 09 CPM SCHEDULE 11/08 120,000.00 10 CPM SCHEDULE 10/08 290,000.00 10 SWPPP VIOLATION 3/09 -13,885.00 13 BID ITEM 55 5/09 -21,611.44 15 BID ITEM 64 5/09 -14,400.00 15 BID ITEM 68 5/09 -240.13 15 BIT ITEM 69 5/09 -480.25 15 SWPPP VILATION RETN 13,885.00 15 ITEM #80-PIER2 6/09 -1,336.00 16 ITEM #80-PIER4 6/09 -400.00 16 ITEM #80-PIER5 6/09 -240.13 16 ITEM #80-PIER7 6/09 -1,056.15 16 ITEM #90-WEIGH MSTR -1,000.00 16 BID ITEM #90 1,000.00 17 BID ITEM #55 21,611.44 17 BID ITEM #68 240.13 17 BID ITEM #59 480.25 17 BID ITEM #55 FAILED -21,611.44 22 BID ITEM #68 FAILED -240.13 22 BID ITEM #69 FAILED -480.25 22 3/08 VIOLATION -10,000.00 22 3/09 DEDUCT 10,000.00 22 BID ITEM #55 21,611.44 24 SWPPP VIOLATION MCM -5,000.00 24 CONCRETE FINISH, #90 5,000.00 25 SWPPP VIOLATION MCM 5,000.00 25 10,000.00 -21,614.66 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 19 RECEIVED FHWA 1391 10,000.00 20 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 5/08 -10,000.00 03 PER LTR DATED 7/08 -10,000.00 05 PER LTR DATED 8/08 -10,000.00 06 PER LTR DATED 9/08 -10,000.00 07 PER LTR DATED 10/08 -10,000.00 08 RET 5/8,6/8,7/8 DED 30,000.00 08 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 02/23/10 EST. NO.25 TIME 12:01 PM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 11/08 -10,000.00 09 RETURN 9/08 DEDUCT 10,000.00 09 PER LTR DATED 12/08 -10,000.00 10 PER LTR DATED 1/09 -10,000.00 11 PER LTR DATED 2/09 -6,000.00 12 PER LTR DATED 3/09 -10,000.00 13 PER LTR DATED 4/09 -5,000.00 14 PER LTR DATED 5/09 -10,000.00 15 RETURN 2/09 DEDUCT 6,000.00 15 PER LTR DATED 7/09 -10,000.00 17 PER LTR DATED 8/09 -10,000.00 19 RETURN 1/09 DEDUCT 10,000.00 19 RETURN 4/09 DEDUCT 5,000.00 19 PER LTR DATED 9/09 -10,000.00 20 RETURN 10/08 DEDUCT 10,000.00 20 RETURN 11/08 DEDUCT 10,000.00 20 RETURN 7/08 DEDUCT 10,000.00 20 PER LTR DATED 10/09 -10,000.00 21 RETURN 3/08 DEDUCT 10,000.00 21 PER LTR DATED 11/09 -1,000.00 24 PER LTR DATED 12/09 -2,000.00 24 RETURN 09/09 DEUDCT 10,000.00 24 PER LTR DATED 2/10 -3,000.00 25 10/09, 11/09, 12/09 13,000.00 25 12/08, 5/09, 8/09 30,000.00 25 40,000.00 -3,000.00 TOTAL DEDUCTIONS 50,000.00 -24,614.66 PROGRAM CAS145 PAGE 1 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 LOCATION RERUN PROGRESS ESTIMATE 03-SUT-70-0.2/8.3 ----------------------- DE SILVA GATES CONSTRUCTION IN SUTTER AND YUBA COUNTIES P O BOX 2909 NEAR NICOLAUS FROM 70/99 SEPARATION DUBLIN CA 94568 TO 1.0 KM NORTH OF FEATHER RIVER BOULEVARD FED. AID NO. ACNH-P070(94)E WIDEN AND REALIGN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 4,300.0000 3,289,500.00 20.000 86,000.00 387.000 1,664,100.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 51,700.00 13.412 134.12 4,971.359 49,713.59 04 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.010 20.00 0.701 1,402.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 0.005 1,500.00 0.696 208,800.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 20,000.00 0.034 136.00 4.207 16,828.00 07 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.002 40.00 0.502 10,040.00 S) 08 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.047 7,050.00 0.506 75,900.00 S) 09 TYPE III BARRICADE EA 60.0000 31,200.00 366.000 21,960.00 S) 10 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 8,800.00 528.270 5,282.70 S) 11 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 43,900.00 3,157.500 15,787.50 S) 12 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,800.00 12.240 1,224.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,800.00 63,655.140 25,462.06 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 540.000 18,900.00 S) 15 TRAFFIC PLASTIC DRUM EA 80.0000 2,480.00 70.000 5,600.00 16 FLASHING BEACON (PORTABLE) EA 7,500.0000 15,000.00 0.425 3,187.50 S) 17 TEMPORARY PAVEMENT MARKER EA 4.0000 48,000.00 6,845.000 27,380.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 0.047 1,175.00 0.506 12,650.00 S) 19 TEMPORARY RAILING (TYPE K) M 30.0000 90,900.00 1,742.950 52,288.50 S) 20 TEMPORARY CRASH CUSHION MODULE EA 1,000.0000 14,000.00 11.000 11,000.00 S) 21 ABANDON CULVERT EA 1,000.0000 14,000.00 10.000 10,000.00 22 REMOVE FENCE M 6.0000 46,020.00 5,446.640 32,679.84 S) PROGRAM CAS145 PAGE 2 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE GATE EA 1,000.0000 5,000.00 1.000 1,000.00 24 REMOVE METAL BEAM GUARD RAILING M 25.0000 9,500.00 50.500 1,262.50 25 REMOVE FLARED END SECTION EA 300.0000 7,500.00 23.000 6,900.00 26 REMOVE YELLOW TRAFFIC STRIPE M 10.0000 17,900.00 2,494.200 24,942.00 S) 27 REMOVE TRAFFIC STRIPE M 2.0000 1,040.00 2,376.500 4,753.00 S) 28 REMOVE PAVEMENT MARKING M2 10.0000 90.00 67.820 678.20 S) 29 REMOVE ROADSIDE SIGN EA 50.0000 3,500.00 48.000 2,400.00 30 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 0.000 0.00 31 REMOVE CULVERT M 70.0000 46,900.00 573.700 40,159.00 32 REMOVE PIPE M 100.0000 12,000.00 54.000 5,400.00 33 REMOVE INLET EA 500.0000 1,500.00 2.000 1,000.00 34 REMOVE HEADWALL EA 500.0000 2,000.00 3.000 1,500.00 35 REMOVE BASE AND SURFACING M3 4.0000 92,000.00 26,543.220 106,172.88 36 RECONSTRUCT MAILBOX EA 150.0000 2,700.00 17.000 2,550.00 37 RELOCATE GATE EA 1,000.0000 2,000.00 0.600 600.00 38 RELOCATE ROADSIDE SIGN EA 100.0000 7,100.00 36.000 3,600.00 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 64,350.00 35,598.412 53,397.62 S) 40 REMOVE CONCRETE M3 65.0000 9,100.00 329.032 21,387.08 41 REMOVE CONCRETE (CHANNEL) M 30.0000 3,600.00 120.000 3,600.00 42 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 0.800 80,000.00 43 CLEARING AND GRUBBING LS 645,000.0000 645,000.00 0.923 595,335.00 44 REMOVE TREE STUMP EA 200.0000 166,000.00 1,338.000 267,600.00 45 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.800 16,000.00 46 ROADWAY EXCAVATION M3 7.0000 1,918,700.00 263,481.120 1,844,367.84 47 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 48 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 71,300.00 1,426.000 71,300.00 F) 49 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 79,000.00 49.922 4,992.20 646.532 64,653.20 F) PROGRAM CAS145 PAGE 3 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PERVIOUS BACKFILL MATERIAL M3 100.0000 7,200.00 9.000 900.00 62.500 6,250.00 F) 51 SAND BACKFILL M3 60.0000 2,880.00 0.000 0.00 52 CONCRETE BACKFILL M3 200.0000 26,000.00 124.210 24,842.00 53 DITCH EXCAVATION M3 7.0000 140,700.00 20,086.050 140,602.35 54 CONTOUR GRADING M2 0.2500 52,500.00 210,000.000 52,500.00 55 IMPORTED BORROW M3 20.0000 15,400,000.00 896,312.077 17,926,241.54 56 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 338,000.00 8,901.250 178,025.00 57 WEED CONTROL MAT M2 70.0000 95,900.00 593.230 41,526.10 S) 58 STRAW (EROSION CONTROL) TONN 650.0000 143,000.00 218.599 142,089.35 S) 59 FIBER (EROSION CONTROL) KG 0.5000 21,100.00 45,747.470 22,873.74 S) 60 COMPOST (EROSION CONTROL) M3 200.0000 98,000.00 486.394 97,278.80 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 9,600.00 12.000 4,800.00 S) 62 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 413,400.00 3,908.321 508,081.73 S) 63 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 42,800.00 51,441.070 51,441.07 S) 64 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 16,050.00 14,911.388 22,367.08 S) 65 HEADER BOARD M 65.0000 6,500.00 0.000 0.00 S) 66 200 MM CORRUGATED HIGH DENSITY M 130.0000 9,360.00 72.000 9,360.00 S) POLYETHYLENE PIPE CONDUIT 67 300 MM CORRUGATED HIGH DENSITY M 140.0000 7,000.00 50.000 7,000.00 S) POLYETHYLENE PIPE CONDUIT 68 CLASS 2 AGGREGATE SUBBASE M3 15.0000 3,225,000.00 206,319.517 3,094,792.76 69 CLASS 2 AGGREGATE BASE M3 30.0000 4,830,000.00 162,199.340 4,865,980.20 70 TEXTURED PAVING M2 40.0000 90,800.00 1,703.000 68,120.00 71 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 1,246,000.00 3,205.430 224,380.10 72 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 60.0000 8,940,000.00 134,503.570 8,070,214.20 MAXIMUM GRADING) 73 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 5,526,000.00 80,414.050 4,824,843.00 MAXIMUM GRADING) 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 82,050.00 1,355.490 20,332.35 AREA) 75 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 880.00 115.000 460.00 76 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 13,680.00 1,357.000 5,428.00 PROGRAM CAS145 PAGE 4 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 760.00 115.000 460.00 78 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,800.0000 90,000.00 189.320 340,776.00 79 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 602,000.00 171.780 601,230.00 S) PILING 80 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 600,000.00 136.900 547,600.00 S) PILING (ROCK SOCKET) 81 FURNISH PILING (CLASS 900) M 200.0000 159,200.00 793.753 158,750.60 (ALTERNATIVE W) 82 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 72,000.00 36.000 72,000.00 S) 83 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 84 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 85 2.4 M PERMANENT STEEL CASING M 10,000.0000 1,720,000.00 171.780 1,717,800.00 S) 86 FURNISH CAST-IN-STEEL SHELL CONCRETE M 550.0000 362,450.00 658.830 362,356.50 PILING (760 MM) 87 DRIVE CAST-IN-STEEL CONCRETE PILE EA 15,000.0000 345,000.00 23.000 345,000.00 S) (760 MM) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 0.063 18,900.00 1.000 300,000.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 180,600.00 301.000 180,600.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 905.0000 6,513,285.00 188.290 170,402.45 7,118.700 6,442,423.50 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 876,000.00 516.475 774,712.50 F) 92 FRACTURED RIB TEXTURE M2 300.0000 14,100.00 47.000 14,100.00 F) 93 DRILL AND BOND DOWEL M 100.0000 1,300.00 13.000 1,300.00 94 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 25.0000 6,900.00 0.000 0.00 95 REFINISH BRIDGE DECK M2 100.0000 29,800.00 149.000 14,900.00 96 PTFE BEARING EA 3,000.0000 48,000.00 12.000 36,000.00 S) 97 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,200.0000 28,800.00 24.000 28,800.00 S) 98 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,500.0000 108,000.00 24.000 108,000.00 S) 99 JOINT SEAL (MR 40 MM) M 200.0000 11,600.00 0.000 0.00 S) 00 JOINT SEAL (MR 50 MM) M 225.0000 14,850.00 15.000 3,375.00 S) 01 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,395,050.00 31,436.910 55,014.59 1,368,600.000 2,395,050.00 SF) 02 HEADED BAR REINFORCEMENT EA 8.0000 56,576.00 7,072.000 56,576.00 SF) 03 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 36,736.00 0.000 0.00 F) WITH WALKWAY) PROGRAM CAS145 PAGE 5 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 20,992.00 0.000 0.00 SF)WITH WALKWAY) 05 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 107,239.00 9,749.000 107,239.00 F) 06 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,749.00 9,749.000 9,749.00 SF) 07 1372 MM CAST-IN-DRILLED-HOLE M 3,000.0000 33,000.00 10.998 32,994.00 S) CONCRETE PILE (SIGN FOUNDATION) 08 ROADSIDE SIGN (BRIDGE RAIL MOUNTED) KG 20.0000 4,000.00 100.000 2,000.00 09 ROADSIDE SIGN - ONE POST EA 200.0000 34,000.00 134.000 26,800.00 10 ROADSIDE SIGN - TWO POST EA 300.0000 12,300.00 19.000 5,700.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 1,200.00 9.000 675.00 METHOD) 12 200 MM REINFORCED CONCRETE PIPE M 200.0000 7,000.00 0.000 0.00 13 300 MM REINFORCED CONCRETE PIPE M 200.0000 32,000.00 142.800 28,560.00 14 375 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 145.200 29,040.00 15 450 MM REINFORCED CONCRETE PIPE M 200.0000 134,000.00 572.500 114,500.00 16 525 MM REINFORCED CONCRETE PIPE M 200.0000 26,000.00 127.500 25,500.00 17 600 MM REINFORCED CONCRETE PIPE M 200.0000 182,000.00 745.400 149,080.00 18 750 MM REINFORCED CONCRETE PIPE M 250.0000 75,000.00 260.500 65,125.00 19 900 MM REINFORCED CONCRETE PIPE M 300.0000 147,000.00 357.290 107,187.00 20 1050 MM REINFORCED CONCRETE PIPE M 300.0000 87,000.00 317.700 95,310.00 21 1200 MM REINFORCED CONCRETE PIPE M 350.0000 80,500.00 226.950 79,432.50 22 300 MM REINFORCED CONCRETE PIPE M 225.0000 40,500.00 249.800 56,205.00 (CLASS IV) 23 600 MM CORRUGATED STEEL PIPE M 225.0000 15,750.00 165.800 37,305.00 (2.77 MM THICK) 24 750 MM CORRUGATED STEEL PIPE M 300.0000 4,200.00 0.000 0.00 (2.77 MM THICK) 25 900 MM CORRUGATED STEEL PIPE M 325.0000 45,500.00 167.100 54,307.50 (2.77 MM THICK) 26 450 MM X 280 MM CORRUGATED STEEL M 300.0000 7,800.00 26.200 7,860.00 PIPE ARCH 27 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 13,200.00 23.500 4,700.00 28 ENTRANCE TAPER EA 500.0000 9,500.00 0.000 0.00 29 300 MM STEEL FLARED END SECTION EA 300.0000 3,300.00 6.000 1,800.00 30 600 MM STEEL FLARED END SECTION EA 400.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 750 MM STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 32 900 MM STEEL FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 33 200 MM CONCRETE FLARED END SECTION EA 500.0000 1,500.00 0.000 0.00 34 300 MM CONCRETE FLARED END SECTION EA 600.0000 31,800.00 60.000 36,000.00 35 375 MM CONCRETE FLARED END SECTION EA 600.0000 3,000.00 4.000 2,400.00 36 450 MM CONCRETE FLARED END SECTION EA 600.0000 23,400.00 32.000 19,200.00 37 525 MM CONCRETE FLARED END SECTION EA 700.0000 2,800.00 4.000 2,800.00 38 600 MM CONCRETE FLARED END SECTION EA 700.0000 25,900.00 32.000 22,400.00 39 750 MM CONCRETE FLARED END SECTION EA 1,000.0000 11,000.00 4.000 4,000.00 40 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 22,500.00 12.000 18,000.00 41 1050 MM CONCRETE FLARED END SECTION EA 2,000.0000 20,000.00 8.000 16,000.00 42 1200 MM CONCRETE FLARED END SECTION EA 2,000.0000 4,000.00 2.000 4,000.00 43 450 MM X 280 MM CORRUGATED STEEL PIPE EA 600.0000 3,600.00 6.000 3,600.00 ARCH FLARED END SECTION 44 375 MM AUTOMATIC DRAINAGE GATE EA 900.0000 9,000.00 13.000 11,700.00 45 450 MM AUT0MATIC DRAINAGE GATE EA 1,500.0000 6,000.00 3.000 4,500.00 46 600 MM AUTOMATIC DRAINAGE GATE EA 1,800.0000 9,000.00 4.000 7,200.00 47 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 13,200.00 57.050 11,410.00 48 ROCK SLOPE PROTECTION M3 200.0000 76,000.00 376.900 75,380.00 (FACING, METHOD B) 49 ROCK SLOPE PROTECTION FABRIC M2 5.0000 3,300.00 744.360 3,721.80 50 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 33,000.00 16.430 12,322.50 CONSTRUCTION) 51 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,000.0000 3,600.00 0.000 0.00 52 MISCELLANEOUS IRON AND STEEL KG 4.0000 27,484.00 2,700.000 10,800.00 SF) 53 MISCELLANEOUS METAL KG 7.0000 26,880.00 3,840.000 26,880.00 SF)(RESTRAINER - PIPE TYPE) 54 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 110,000.00 10,000.000 110,000.00 SF) 55 FENCE (TYPE WM, METAL POST) M 15.0000 210,000.00 13,873.500 208,102.50 S) 56 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 318,150.00 8,713.000 304,955.00 S) 57 CABLE FENCE M 125.0000 10,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER DELINEATOR (400 MM) EA 75.0000 150.00 0.000 0.00 59 DELINEATOR (CLASS 1) EA 35.0000 17,150.00 197.000 6,895.00 60 MARKER (CULVERT) EA 35.0000 1,785.00 1.000 35.00 61 HIGHWAY POST MARKER EA 35.0000 805.00 1.000 35.00 62 OBJECT MARKER (TYPE K-1) EA 40.0000 80.00 2.000 80.00 63 OBJECT MARKER (TYPE L-1) EA 35.0000 490.00 2.000 70.00 64 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 30,000.00 220.830 16,562.25 S) 65 CHAIN LINK RAILING (TYPE 7) M 200.0000 97,800.00 186.000 37,200.00 SF) 66 CONCRETE BARRIER (TYPE 25) M 150.0000 217,950.00 978.000 146,700.00 F) 67 CONCRETE BARRIER (TYPE 25 MODIFIED) M 250.0000 179,750.00 285.000 71,250.00 378.000 94,500.00 F) 68 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 98,000.00 93.000 37,200.00 F) 69 DOUBLE METAL BEAM GUARD RAILING M 100.0000 26,000.00 110.480 11,048.00 S) (WOOD POST) 70 TRANSITION RAILING (TYPE WB) EA 3,000.0000 45,000.00 5.000 15,000.00 S) 71 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 5,500.00 6.000 3,000.00 S) 72 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 9,000.00 0.000 0.00 S) 73 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 4.000 10,000.00 S) 74 CRASH CUSHION (TYPE CAT) EA 5,000.0000 40,000.00 3.000 15,000.00 S) 75 CRASH CUSHION (TYPE CAT) BACKUP EA 600.0000 4,800.00 3.000 1,800.00 S) 76 THERMOPLASTIC PAVEMENT MARKING M2 80.0000 63,200.00 107.830 8,626.40 S) 77 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 73,760.00 25,162.000 20,129.60 S) (SPRAYABLE) 78 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 33,300.00 9,833.000 14,749.50 S) 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 14,460.00 1,342.000 2,684.00 S) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 81 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 36,700.00 6,840.000 6,840.00 S) (BROKEN 10.98 M - 3.66 M) 82 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,750.00 159.467 159.47 S) (BROKEN 5.18 M - 2.14 M) 83 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 36,680.00 3,180.000 12,720.00 S) 84 SIGNAL AND LIGHTING (DEMOLITION) LS 10,000.0000 10,000.00 1.000 10,000.00 S) PROGRAM CAS145 PAGE 8 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 0.092 18,400.00 0.745 149,000.00 S) 86 LIGHTING LS 200,000.0000 200,000.00 0.950 190,000.00 S) 87 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 0.869 286,770.00 S) 88 EMERGENCY VEHICLE DETECTOR SYSTEM LS 10,000.0000 10,000.00 0.000 0.00 S) 89 TRAFFIC MONITORING STATION (COUNT) LS 25,000.0000 25,000.00 1.000 25,000.00 S) 90 AUTOMATIC VEHICLE CLASSIFICATION SYSTEM LS 25,000.0000 25,000.00 0.516 12,900.00 S) 91 TEMPORARY LIGHTING SYSTEM LS 200,000.0000 200,000.00 0.484 96,800.00 S) (STAGE 1, 2, 3, 4) 92 MODIFY LIGHTING LS 50,000.0000 50,000.00 0.950 47,500.00 S) 93 TEMPORARY SIGNAL SYSTEM (STAGE 3) LS 50,000.0000 50,000.00 0.750 37,500.00 S) 94 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 95 GIANT GARTER SNAKE BIOLOGICAL MONITOR WDAY 120.0000 91,800.00 20.000 2,400.00 387.000 46,440.00 S) 96 MIGRATORY BIRD AND BAT PROTECTION LS 10,000.0000 10,000.00 0.026 260.00 0.506 5,060.00 S) 97 FURNISH PILING (CLASS 400) M 150.0000 14,400.00 96.000 14,400.00 (ALTERNATIVE W) 98 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 7,000.0000 42,000.00 6.000 42,000.00 S) 99 300 MM CORRUGATED STEEL PIPE M 230.0000 10,580.00 9.600 2,208.00 (2.01 MM THICK) 00 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 01 FURNISH PILING (CLASS 625) M 160.0000 509,280.00 3,182.160 509,145.60 S) (ALTERNATIVE W) 02 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,000.0000 360,000.00 180.000 360,000.00 S) PROGRAM CAS145 PAGE 9 DATE 02/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 12:01 PM ESTIMATE NO. 25 BID OPENING 11/07/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/22/10 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 02/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 438,574.36 64,661,832.10 ADJUSTMENT OF COMPENSATION 42,999.92 -186,867.69 EXTRA WORK 229,289.89 1,383,588.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 710,864.17 65,858,552.75 03 MOBILIZATION LS 7555,000.0000 7,555,000.00 1.000 7,555,000.00 ORIGINAL CONTRACT AMOUNT 75,847,919.00 TOTAL WORK COMPLETED 710,864.17 73,413,552.75 MATERIALS ON HAND ON SITE 75,585.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 50,000.00 -24,614.66 TOTAL 760,864.17 73,464,523.09 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 12/27/07 765 02/20/08 02/20/08 08/22/11 388 111 0 0 91% 51% PROGRESS IS SATISFACTORY TANVIR, RIZWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/10