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 05/17/12 EST. NO.45 TIME 09:50 AM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/17/12 EST. NO.45 TIME 09:50 AM 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 SWPPP DEDUCTION 4/10 -5,000.00 27 RTN STABLIZING EMULS 14,400.00 28 SWPPP VIOLATION 5,000.00 28 AIRLINE KILOMETERS -35,000.00 32 COMPACTION TESTS -1,800.98 32 INSECPTION AIR KMS -20,000.00 33 RTN INSPECT AIR KMS 35,000.00 33 SWPPP VIOLATION -3,000.00 33 UNACCEPT SHOULDERBK -3,672.93 33 SWPPP VIOLATION -45,000.00 34 RTN SWPP VIOLATION 40,000.00 35 RTN SWPP VIOLATION 3,000.00 35 RTN PRT SWPPP VIO 5,000.00 36 CPM SCHED 25% RETENT -12,555.00 37 RETURN CPM DEDUCT 12,555.00 38 MISSING FNL CEM4401 -10,000.00 42 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 05/17/12 EST. NO.45 TIME 09:50 AM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- RECEIVED FNL CEM4401 10,000.00 45 10,000.00 -32,688.57 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 19 RECEIVED FHWA 1391 10,000.00 20 MISSING CEM2402F -10,000.00 42 RECEIVED CEM2402F 10,000.00 45 10,000.00 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 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 PER LTR DATED 3/10 -8,000.00 26 RETURN 3/10 DEDUCT 8,000.00 27 PER LTR DATED 5/10 -5,000.00 28 RETURN 2/10 DEDUCT 3,000.00 29 PER LTR DATED 8/2010 -10,000.00 31 PER LTR DATED 9/2010 -10,000.00 32 PER LTR DATED 10/10 -3,000.00 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. 3 DATE 05/17/12 EST. NO.45 TIME 09:50 AM R.E. NAME: TANVIR, RIZWAN 03-3864U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 11/10 -8,000.00 34 PER LTR DATED 12/10 -3,000.00 35 RETURN DEDUCT 8/10 10,000.00 35 RETURN DEDUCT 9/10 10,000.00 35 RETURN DEDUCT 10/10 3,000.00 35 CERTIFIED PAYROLLS 16,000.00 42 0.00 0.00 TOTAL DEDUCTIONS 20,000.00 -32,688.57 PROGRAM CAS145 PAGE 1 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 LOCATION FINAL 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 ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 1.000 5,000.00 002 TIME-RELATED OVERHEAD WDAY 4,300.0000 3,289,500.00 769.000 3,306,700.00 003 TEMPORARY FENCE (TYPE ESA) M 10.0000 51,700.00 5,170.000 51,700.00 004 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 300,000.0000 300,000.00 1.000 300,000.00 006 TEMPORARY CONCRETE WASHOUT FACILITY EA 4,000.0000 20,000.00 8.000 32,000.00 007 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 008 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 009 TYPE III BARRICADE EA 60.0000 31,200.00 500.000 30,000.00 (S) 010 TEMPORARY PAVEMENT MARKING (PAINT) M2 10.0000 8,800.00 930.870 9,308.70 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 43,900.00 3,157.500 15,787.50 (S) 012 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 1,800.00 12.240 1,224.00 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.4000 66,800.00 132,815.140 53,126.06 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 24,150.00 540.000 18,900.00 (S) 015 TRAFFIC PLASTIC DRUM EA 80.0000 2,480.00 70.000 5,600.00 016 FLASHING BEACON (PORTABLE) EA 7,500.0000 15,000.00 2.000 15,000.00 (S) 017 TEMPORARY PAVEMENT MARKER EA 4.0000 48,000.00 5,340.000 21,360.00 (S) 018 PORTABLE CHANGEABLE MESSAGE SIGN LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 019 TEMPORARY RAILING (TYPE K) M 30.0000 90,900.00 2,415.720 72,471.60 (S) 020 TEMPORARY CRASH CUSHION MODULE EA 1,000.0000 14,000.00 11.000 11,000.00 (S) 021 ABANDON CULVERT EA 1,000.0000 14,000.00 10.000 10,000.00 022 REMOVE FENCE M 6.0000 46,020.00 6,737.090 40,422.54 (S) PROGRAM CAS145 PAGE 2 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE GATE EA 1,000.0000 5,000.00 3.000 3,000.00 024 REMOVE METAL BEAM GUARD RAILING M 25.0000 9,500.00 374.080 9,352.00 025 REMOVE FLARED END SECTION EA 300.0000 7,500.00 23.000 6,900.00 026 REMOVE YELLOW TRAFFIC STRIPE M 10.0000 17,900.00 2,494.200 24,942.00 (S) 027 REMOVE TRAFFIC STRIPE M 2.0000 1,040.00 4,555.470 9,110.94 (S) 028 REMOVE PAVEMENT MARKING M2 10.0000 90.00 76.620 766.20 (S) 029 REMOVE ROADSIDE SIGN EA 50.0000 3,500.00 99.000 4,950.00 030 REMOVE ROADSIDE SIGN PANEL EA 50.0000 100.00 2.000 100.00 031 REMOVE CULVERT M 70.0000 46,900.00 573.700 40,159.00 032 REMOVE PIPE M 100.0000 12,000.00 54.000 5,400.00 033 REMOVE INLET EA 500.0000 1,500.00 2.000 1,000.00 034 REMOVE HEADWALL EA 500.0000 2,000.00 3.000 1,500.00 035 REMOVE BASE AND SURFACING M3 4.0000 92,000.00 26,543.220 106,172.88 036 RECONSTRUCT MAILBOX EA 150.0000 2,700.00 17.000 2,550.00 037 RELOCATE GATE EA 1,000.0000 2,000.00 1.000 1,000.00 038 RELOCATE ROADSIDE SIGN EA 100.0000 7,100.00 70.000 7,000.00 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 64,350.00 44,931.022 67,396.53 (S) 040 REMOVE CONCRETE M3 65.0000 9,100.00 329.032 21,387.08 041 REMOVE CONCRETE (CHANNEL) M 30.0000 3,600.00 120.000 3,600.00 042 BRIDGE REMOVAL (PORTION) LS 100,000.0000 100,000.00 1.000 100,000.00 043 CLEARING AND GRUBBING LS 645,000.0000 645,000.00 1.000 645,000.00 044 REMOVE TREE STUMP EA 200.0000 166,000.00 1,338.000 267,600.00 045 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000.00 046 ROADWAY EXCAVATION M3 7.0000 1,918,700.00 289,727.913 2,028,095.39 047 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 048 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 71,300.00 1,426.000 71,300.00 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 79,000.00 790.000 79,000.00 (F) PROGRAM CAS145 PAGE 3 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 PERVIOUS BACKFILL MATERIAL M3 100.0000 7,200.00 72.000 7,200.00 (F) 051 SAND BACKFILL M3 60.0000 2,880.00 0.000 0.00 052 CONCRETE BACKFILL M3 200.0000 26,000.00 124.210 24,842.00 053 DITCH EXCAVATION M3 7.0000 140,700.00 20,086.050 140,602.35 054 CONTOUR GRADING M2 0.2500 52,500.00 210,000.000 52,500.00 055 IMPORTED BORROW M3 20.0000 15,400,000.00 896,319.562 17,926,391.24 056 IMPORTED MATERIAL (SHOULDER BACKING) TONN 20.0000 338,000.00 13,054.520 261,090.40 057 WEED CONTROL MAT M2 70.0000 95,900.00 1,432.390 100,267.30 (S) 058 STRAW (EROSION CONTROL) TONN 650.0000 143,000.00 235.599 153,139.35 (S) 059 FIBER (EROSION CONTROL) KG 0.5000 21,100.00 48,989.970 24,494.99 (S) 060 COMPOST (EROSION CONTROL) M3 200.0000 98,000.00 521.272 104,254.40 (S) 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 9,600.00 13.000 5,200.00 (S) 062 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 413,400.00 4,204.771 546,620.23 (S) 063 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 42,800.00 54,928.870 54,928.87 (S) 064 STABILIZING EMULSION (EROSION CONTROL) KG 1.5000 16,050.00 15,811.388 23,717.08 (S) 065 HEADER BOARD M 65.0000 6,500.00 0.000 0.00 (S) 066 200 MM CORRUGATED HIGH DENSITY M 130.0000 9,360.00 72.000 9,360.00 (S) POLYETHYLENE PIPE CONDUIT 067 300 MM CORRUGATED HIGH DENSITY M 140.0000 7,000.00 50.000 7,000.00 (S) POLYETHYLENE PIPE CONDUIT 068 CLASS 2 AGGREGATE SUBBASE M3 15.0000 3,225,000.00 215,190.725 3,227,860.88 069 CLASS 2 AGGREGATE BASE M3 30.0000 4,830,000.00 171,055.671 5,131,670.13 070 TEXTURED PAVING M2 40.0000 90,800.00 1,703.000 68,120.00 071 ASPHALT CONCRETE (OPEN GRADED) TONN 70.0000 1,246,000.00 17,956.020 1,256,921.40 072 ASPHALT CONCRETE (TYPE A, 37.5-MM TONN 60.0000 8,940,000.00 143,206.570 8,592,394.20 MAXIMUM GRADING) 073 ASPHALT CONCRETE (TYPE A, 19-MM TONN 60.0000 5,526,000.00 89,539.090 5,372,345.40 MAXIMUM GRADING) 074 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 15.0000 82,050.00 5,312.710 79,690.65 AREA) 075 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 880.00 305.500 1,222.00 076 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 13,680.00 3,451.000 13,804.00 PROGRAM CAS145 PAGE 4 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 760.00 130.000 520.00 078 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,800.0000 90,000.00 189.320 340,776.00 079 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 3,500.0000 602,000.00 171.780 601,230.00 (S) PILING 080 2.1 M CAST-IN-DRILLED-HOLE CONCRETE M 4,000.0000 600,000.00 136.900 547,600.00 (S) PILING (ROCK SOCKET) 081 FURNISH PILING (CLASS 900) M 200.0000 159,200.00 796.123 159,224.60 (ALTERNATIVE W) 082 DRIVE PILE (CLASS 900) (ALTERNATIVE W) EA 2,000.0000 72,000.00 36.000 72,000.00 (S) 083 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 084 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 085 2.4 M PERMANENT STEEL CASING M 10,000.0000 1,720,000.00 171.780 1,717,800.00 (S) 086 FURNISH CAST-IN-STEEL SHELL CONCRETE M 550.0000 362,450.00 658.830 362,356.50 PILING (760 MM) 087 DRIVE CAST-IN-STEEL CONCRETE PILE EA 15,000.0000 345,000.00 23.000 345,000.00 (S) (760 MM) 088 PRESTRESSING CAST-IN-PLACE CONCRETE LS 300,000.0000 300,000.00 1.000 300,000.00 (S) 089 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 600.0000 180,600.00 301.000 180,600.00 (F) 090 STRUCTURAL CONCRETE, BRIDGE M3 905.0000 6,513,285.00 7,197.000 6,513,285.00 (F) 091 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 876,000.00 550.160 825,240.00 (F) 092 FRACTURED RIB TEXTURE M2 300.0000 14,100.00 47.000 14,100.00 (F) 093 DRILL AND BOND DOWEL M 100.0000 1,300.00 13.000 1,300.00 094 DRILL AND BOND DOWEL (EPOXY CARTRIDGE) EA 25.0000 6,900.00 0.000 0.00 095 REFINISH BRIDGE DECK M2 100.0000 29,800.00 298.000 29,800.00 096 PTFE BEARING EA 3,000.0000 48,000.00 16.000 48,000.00 (S) 097 JOINT SEAL ASSEMBLY (MR 100 MM) M 1,200.0000 28,800.00 24.000 28,800.00 (S) 098 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 4,500.0000 108,000.00 24.000 108,000.00 (S) 099 JOINT SEAL (MR 40 MM) M 200.0000 11,600.00 58.000 11,600.00 (S) 100 JOINT SEAL (MR 50 MM) M 225.0000 14,850.00 106.000 23,850.00 (S) 101 BAR REINFORCING STEEL (BRIDGE) KG 1.7500 2,395,050.00 1,385,310.820 2,424,293.94 (SF) 102 HEADED BAR REINFORCEMENT EA 8.0000 56,576.00 7,072.000 56,576.00 (SF) 103 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 14.0000 36,736.00 2,624.000 36,736.00 (F) WITH WALKWAY) PROGRAM CAS145 PAGE 5 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 20,992.00 2,624.000 20,992.00 (SF)WITH WALKWAY) 105 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 107,239.00 9,749.000 107,239.00 (F) 106 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 9,749.00 9,749.000 9,749.00 (SF) 107 1372 MM CAST-IN-DRILLED-HOLE M 3,000.0000 33,000.00 10.998 32,994.00 (S) CONCRETE PILE (SIGN FOUNDATION) 108 ROADSIDE SIGN (BRIDGE RAIL MOUNTED) KG 20.0000 4,000.00 200.000 4,000.00 109 ROADSIDE SIGN - ONE POST EA 200.0000 34,000.00 178.000 35,600.00 110 ROADSIDE SIGN - TWO POST EA 300.0000 12,300.00 41.000 12,300.00 111 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 1,200.00 16.000 1,200.00 METHOD) 112 200 MM REINFORCED CONCRETE PIPE M 200.0000 7,000.00 0.000 0.00 113 300 MM REINFORCED CONCRETE PIPE M 200.0000 32,000.00 151.000 30,200.00 114 375 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 145.200 29,040.00 115 450 MM REINFORCED CONCRETE PIPE M 200.0000 134,000.00 578.500 115,700.00 116 525 MM REINFORCED CONCRETE PIPE M 200.0000 26,000.00 127.500 25,500.00 117 600 MM REINFORCED CONCRETE PIPE M 200.0000 182,000.00 745.400 149,080.00 118 750 MM REINFORCED CONCRETE PIPE M 250.0000 75,000.00 272.700 68,175.00 119 900 MM REINFORCED CONCRETE PIPE M 300.0000 147,000.00 357.290 107,187.00 120 1050 MM REINFORCED CONCRETE PIPE M 300.0000 87,000.00 317.700 95,310.00 121 1200 MM REINFORCED CONCRETE PIPE M 350.0000 80,500.00 226.950 79,432.50 122 300 MM REINFORCED CONCRETE PIPE M 225.0000 40,500.00 249.800 56,205.00 (CLASS IV) 123 600 MM CORRUGATED STEEL PIPE M 225.0000 15,750.00 165.800 37,305.00 (2.77 MM THICK) 124 750 MM CORRUGATED STEEL PIPE M 300.0000 4,200.00 0.000 0.00 (2.77 MM THICK) 125 900 MM CORRUGATED STEEL PIPE M 325.0000 45,500.00 167.100 54,307.50 (2.77 MM THICK) 126 450 MM X 280 MM CORRUGATED STEEL M 300.0000 7,800.00 26.200 7,860.00 PIPE ARCH 127 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 13,200.00 45.000 9,000.00 128 ENTRANCE TAPER EA 500.0000 9,500.00 3.000 1,500.00 129 300 MM STEEL FLARED END SECTION EA 300.0000 3,300.00 6.000 1,800.00 130 600 MM STEEL FLARED END SECTION EA 400.0000 800.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 750 MM STEEL FLARED END SECTION EA 500.0000 500.00 0.000 0.00 132 900 MM STEEL FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 133 200 MM CONCRETE FLARED END SECTION EA 500.0000 1,500.00 0.000 0.00 134 300 MM CONCRETE FLARED END SECTION EA 600.0000 31,800.00 60.000 36,000.00 135 375 MM CONCRETE FLARED END SECTION EA 600.0000 3,000.00 4.000 2,400.00 136 450 MM CONCRETE FLARED END SECTION EA 600.0000 23,400.00 34.000 20,400.00 137 525 MM CONCRETE FLARED END SECTION EA 700.0000 2,800.00 4.000 2,800.00 138 600 MM CONCRETE FLARED END SECTION EA 700.0000 25,900.00 32.000 22,400.00 139 750 MM CONCRETE FLARED END SECTION EA 1,000.0000 11,000.00 6.000 6,000.00 140 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 22,500.00 12.000 18,000.00 141 1050 MM CONCRETE FLARED END SECTION EA 2,000.0000 20,000.00 8.000 16,000.00 142 1200 MM CONCRETE FLARED END SECTION EA 2,000.0000 4,000.00 2.000 4,000.00 143 450 MM X 280 MM CORRUGATED STEEL PIPE EA 600.0000 3,600.00 6.000 3,600.00 ARCH FLARED END SECTION 144 375 MM AUTOMATIC DRAINAGE GATE EA 900.0000 9,000.00 13.000 11,700.00 145 450 MM AUT0MATIC DRAINAGE GATE EA 1,500.0000 6,000.00 3.000 4,500.00 146 600 MM AUTOMATIC DRAINAGE GATE EA 1,800.0000 9,000.00 4.000 7,200.00 147 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 13,200.00 57.050 11,410.00 148 ROCK SLOPE PROTECTION M3 200.0000 76,000.00 387.900 77,580.00 (FACING, METHOD B) 149 ROCK SLOPE PROTECTION FABRIC M2 5.0000 3,300.00 772.160 3,860.80 150 MINOR CONCRETE (MISCELLANEOUS M3 750.0000 33,000.00 31.700 23,775.00 CONSTRUCTION) 151 MINOR CONCRETE (GUTTER DEPRESSION) M3 1,000.0000 3,600.00 3.600 3,600.00 152 MISCELLANEOUS IRON AND STEEL KG 4.0000 27,484.00 6,641.000 26,564.00 (SF) 153 MISCELLANEOUS METAL KG 7.0000 26,880.00 3,840.000 26,880.00 (SF)(RESTRAINER - PIPE TYPE) 154 BRIDGE DECK DRAINAGE SYSTEM KG 11.0000 110,000.00 10,000.000 110,000.00 (SF) 155 FENCE (TYPE WM, METAL POST) M 15.0000 210,000.00 16,958.950 254,384.25 (S) 156 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 318,150.00 8,713.000 304,955.00 (S) 157 CABLE FENCE M 125.0000 10,000.00 45.000 5,625.00 PROGRAM CAS145 PAGE 7 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE BARRIER DELINEATOR (400 MM) EA 75.0000 150.00 0.000 0.00 159 DELINEATOR (CLASS 1) EA 35.0000 17,150.00 490.000 17,150.00 160 MARKER (CULVERT) EA 35.0000 1,785.00 51.000 1,785.00 161 HIGHWAY POST MARKER EA 35.0000 805.00 23.000 805.00 162 OBJECT MARKER (TYPE K-1) EA 40.0000 80.00 2.000 80.00 163 OBJECT MARKER (TYPE L-1) EA 35.0000 490.00 14.000 490.00 164 METAL BEAM GUARD RAILING (WOOD POST) M 75.0000 30,000.00 466.530 34,989.75 (S) 165 CHAIN LINK RAILING (TYPE 7) M 200.0000 97,800.00 489.000 97,800.00 (SF) 166 CONCRETE BARRIER (TYPE 25) M 150.0000 217,950.00 1,453.000 217,950.00 (F) 167 CONCRETE BARRIER (TYPE 25 MODIFIED) M 250.0000 179,750.00 719.000 179,750.00 (F) 168 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 98,000.00 245.000 98,000.00 (F) 169 DOUBLE METAL BEAM GUARD RAILING M 100.0000 26,000.00 239.480 23,948.00 (S) (WOOD POST) 170 TRANSITION RAILING (TYPE WB) EA 3,000.0000 45,000.00 15.000 45,000.00 (S) 171 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 5,500.00 10.000 5,000.00 (S) 172 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 9,000.00 3.000 9,000.00 (S) 173 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 32,500.00 14.000 35,000.00 (S) 174 CRASH CUSHION (TYPE CAT) EA 5,000.0000 40,000.00 7.000 35,000.00 (S) 175 CRASH CUSHION (TYPE CAT) BACKUP EA 600.0000 4,800.00 8.000 4,800.00 (S) 176 THERMOPLASTIC PAVEMENT MARKING M2 80.0000 63,200.00 757.340 60,587.20 (S) 177 THERMOPLASTIC TRAFFIC STRIPE M 0.8000 73,760.00 91,139.040 72,911.23 (S) (SPRAYABLE) 178 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 33,300.00 20,411.800 30,617.70 (S) 179 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 14,460.00 6,831.000 13,662.00 (S) 180 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 68.00 55.000 55.00 (S) (BROKEN 1.83 M - 0.30 M) 181 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 36,700.00 36,234.700 36,234.70 (S) (BROKEN 10.98 M - 3.66 M) 182 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,750.00 701.467 701.47 (S) (BROKEN 5.18 M - 2.14 M) 183 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 36,680.00 11,196.000 44,784.00 (S) 184 SIGNAL AND LIGHTING (DEMOLITION) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) PROGRAM CAS145 PAGE 8 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 SIGNAL AND LIGHTING LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 186 LIGHTING LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 187 LIGHTING AND SIGN ILLUMINATION LS 330,000.0000 330,000.00 1.000 330,000.00 (S) 188 EMERGENCY VEHICLE DETECTOR SYSTEM LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 189 TRAFFIC MONITORING STATION (COUNT) LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 190 AUTOMATIC VEHICLE CLASSIFICATION SYSTEM LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 191 TEMPORARY LIGHTING SYSTEM LS 200,000.0000 200,000.00 1.000 200,000.00 (S) (STAGE 1, 2, 3, 4) 192 MODIFY LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 193 TEMPORARY SIGNAL SYSTEM (STAGE 3) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 194 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 195 GIANT GARTER SNAKE BIOLOGICAL MONITOR WDAY 120.0000 91,800.00 765.000 91,800.00 (S) 196 MIGRATORY BIRD AND BAT PROTECTION LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 197 FURNISH PILING (CLASS 400) M 150.0000 14,400.00 96.000 14,400.00 (ALTERNATIVE W) 198 DRIVE PILE (CLASS 400) (ALTERNATIVE W) EA 7,000.0000 42,000.00 6.000 42,000.00 (S) 199 300 MM CORRUGATED STEEL PIPE M 230.0000 10,580.00 9.600 2,208.00 (2.01 MM THICK) 200 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 201 FURNISH PILING (CLASS 625) M 160.0000 509,280.00 3,182.160 509,145.60 (S) (ALTERNATIVE W) 202 DRIVE PILE (CLASS 625) (ALTERNATIVE W) EA 2,000.0000 360,000.00 180.000 360,000.00 (S) PROGRAM CAS145 PAGE 9 DATE 05/17/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3864U4 TIME 09:50 AM ESTIMATE NO. 45 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 06/22/11 R.E. NAME: TANVIR, RIZWAN DATE OF THIS ESTIMATE 05/17/12 ------------------------------------------------------------------------------------------------------------------------------------ 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 70,952,672.03 ADJUSTMENT OF COMPENSATION 0.00 408,986.33 EXTRA WORK 0.00 3,374,611.38 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 74,736,269.74 203 MOBILIZATION LS 555,000.0000 7,555,000.00 1.000 7,555,000.00 ORIGINAL CONTRACT AMOUNT 75,847,919.00 TOTAL WORK COMPLETED 0.00 82,291,269.74 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 20,000.00 -32,688.57 TOTAL 20,000.00 82,258,581.17 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 12/27/07 765 02/20/08 02/20/08 06/22/11 520 314 8 0 100% 100% TANVIR, RIZWAN RESIDENT ENGINEER PROGRAM CAS145 DATE 05/17/12