PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 08/03/11 EST. NO.41 TIME 03:11 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 004 0012 11,646.89 A.C. @ U.P.(+) 062811 N 0821.0 006 0002 5,635.51 E.W. @ F.A.(+) 072811 N 0833.0 0003 4,105.09 072911 N 0836.0 013 0042 618.95 E.W. @ F.A.(+) 082808 N 0820.0 014 0051 3,414.82 A.C. @ L.S.(+) 030711 N 0705.0 059 0007 3,622.50 E.W. @ F.A.(+) 041411 N 0812.0 0008 6,063.75 E.W. @ L.S.(+) 062411 N 0813.0 0009 3,307.50 E.W. @ U.P (+) 041411 N 0810.0 0010 856.23 E.W. @ F.A.(+) 041311 N 0830.0 0011 4,823.01 041411 N 0835.0 069 0006 946.59 E.W. @ F.A.(+) 032911 N 0767.0 0007 2,157.57 030811 N 0804.0 0008 1,201.60 031011 N 0805.0 0009 1,187.01 031411 N 0806.0 072 0013 1,223.89 E.W. @ F.A.(+) 041311 N 0776.0 0014 19.46 031111 N 0822.0 079 0017 41,878.88 E.W. @ L.S.(+) 071511 N 0823.0 0018 -38,646.19 A.C. @ L.S.(-) 071511 N 0824.0 083 0001 -1,500.00 A.C. @ L.S.(-) 073010 N 0001 0 084 0001 -1,500.00 A.C. @ L.S.(-) 072610 N 0001 0 089 0001 -276.48 A.C. @ L.S.(-) 090910 N 001 0 096 0003 234.23 E.W. @ F.A.(+) 072711 N 0834.0 103 0004 8,332.50 E.W. @ F.A.(+) 070811 N 0831.0 104 0002 14,725.53 E.W. @ F.A.(+) 020811 N 0825.0 0003 12,621.88 020911 N 0826.0 0004 14,233.88 021011 N 0827.0 105 0001 -5,166.48 A.C. @ U.P.(-) 012611 N 0001 0 110 0001 13,230.00 A.C. @ U.P.(+) 062811 N 0815.0 0002 7,370.00 E.W. @ F.A.(+) 062411 N 0832.0 111 0001 22,629.18 A.C. @ L.S.(+) 060811 N 0811.0 112 0001 12,739.65 A.C. @ U.P.(+) 062811 N 0816.0 113 0001 -14,969.20 A.C. @ L.S.(-) 062811 N 0817.0 0002 -5,538.80 072911 N 001 0 114 0001 -16,899.51 A.C. @ L.S.(-) 062711 N 001 0 115 0001 -334,565.00 A.C. @ L.S.(-) 072911 N 001 0 116 0001 62,386.97 A.C. @ L.S.(+) 062811 N 0818.0 0002 62,890.28 E.W. @ L.S.(+) 062811 N 0819.0 -94,958.31 TOTAL THIS ESTIMATE 2,856,729.57 TOTAL PREVIOUS ESTIMATE 2,761,771.26 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 08/03/11 EST. NO.41 TIME 03:11 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE FAILED TESTS -1,500.00 03 FAILED TESTS 01 -3,346.47 04 NO CERTS ITEM 19-21 -3,155.00 04 FAILED TESTS 001 578.28 05 NO CERTS ITEM 19-21 3,155.00 05 FAILED CLASS 4 -01 -4,377.00 07 FAILED TEST 02 -858.85 07 CLASS 2 -180,381.41 08 CLASS 4 -328,653.90 08 FAILED TEST 03 -4,289.46 08 PERMEABLE MATL -429,522.00 08 CLASS 2 180,381.41 09 CLASS 4 328,653.90 09 FAILED TESTS 03 -705.32 09 FAILED TESTS 02 -143.15 09 PERMEABLE MATL 429,522.00 09 FAILED TEST 04 -3,242.33 10 FAILED TEST 05 -839.46 11 MISSING MTR ST PILES -10,000.00 11 FAILED TEST 06 -2,530.96 12 MISSING MTR ST PILES 10,000.00 12 TENSILE STRENGTH TST -10,000.00 12 TENSILE STRENGHT TST 10,000.00 14 FAILED CLASS 4, 01 364.75 15 FAILED CLASS 2, 01 -1,231.20 15 FAILED TEST 07 -1,121.65 15 FAILED TEST 08 -816.88 16 FAILED CLASS 2 -1,200.00 17 FAILED TEST 09 -471.15 17 FAILED TEST 10 -533.86 18 FAILED TEST 11 -533.86 19 FAILED TEST 12 -2,262.42 20 FAILED TEST 13 -4,890.46 21 FAILED CONC PAV 01 -194,638.50 24 FAILED CONC PAV 02 -697,747.27 25 FAILED CONC PAV 03 -286,252.50 26 FAILED CLASS II -1,200.00 27 FAILED CONC PAV 04 -727,208.87 27 FAILED CONC PAV 04 -348,502.82 28 FAILED TEST 14 -819.06 28 FAILED TEST 15 -559.38 29 DOWELBARDEDUCTION TS -48,490.63 30 FAILED TESTS 01-05 1,902,544.68 30 HAND INSERTED TB -5,804.61 30 FAILED REV-SCHEDULE -282,820.85 32 FAILED TEST 16 -745.32 32 FAILED RE SCHEDULE -198,876.65 33 FAILED TEST 17 -1,574.17 33 FAILED REV SCHEDULE -138,754.74 34 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 08/03/11 EST. NO.41 TIME 03:11 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- FAILED TEST 18 -378.54 34 FAILED REV SCHEDULE -342,308.06 35 FAILED TEST 19 -499.42 35 FAILED TEST 18 378.54 35 FAILED REV SCHEDULE 962,760.30 37 LCCA DOWEL -298,565.00 37 FAILED CONC PAV RETU 334,905.77 38 FAILED LONG TRANS -6,806.82 38 CCO#115 NCHRP -36,000.00 40 FAILED TEST 20 -2,416.28 40 OFF ENGR COST RETURN 1,551.98 40 CCO#115 NCHRP 36,000.00 41 CEM 4401 MISSING -5,000.00 41 DOWELBARDEDUCTION-TS 48,490.63 41 FAILED AC COMPACTION -32,813.56 41 HAND INSERTED TB 5,804.61 41 LCCA DOWEL CCO#115 298,565.00 41 MISSING 2402,2403(F) -10,000.00 41 OFF ENGR COST RETURN 25.52 41 REJECTED CURING COMP 16,899.51 41 357,971.71 -94,807.96 LABOR COMPLIANCE VIOLATION O/S PRS JUNE -10,000.00 02 O/S PRS AUG -10,000.00 04 PRS RECD JUNE 10,000.00 04 O/S PRS SEPT -10,000.00 05 O/S PRS OCT -10,000.00 06 O/S PRS NOV -10,000.00 07 O/S PRS DEC -10,000.00 08 O/S PRS JAN -10,000.00 10 PRS RECD AUG 10,000.00 10 PRS RECD SEPT 08 10,000.00 11 O/S PRS MARCH -10,000.00 12 PRS RECD JAN 10,000.00 12 PRS RECD DEC 10,000.00 12 PRS RECD OCT 10,000.00 12 O/S PRS APRIL -10,000.00 13 O/S PRS MAY 09 -10,000.00 14 PRS RECD MAR 10,000.00 14 PRTL PRS RECD APR 7,000.00 14 PRTL PRS RECD NOV 5,000.00 14 O/S PRS JUNE -10,000.00 15 PRS RECD MAY 10,000.00 15 PRS RECD APRIL 3,000.00 15 PRS RECD NOV 5,000.00 16 O/S PRS AUG -10,000.00 17 O/S PRS OCT -1,000.00 19 PRTL PRS RECD AUG 7,000.00 19 O/S PRS DEC -2,000.00 21 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 08/03/11 EST. NO.41 TIME 03:11 PM R.E. NAME: RIZZUTTO, SHAWN 11-167884 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD AUG 3,000.00 21 PRS RECD OCT 1,000.00 21 O/S PRS JAN -2,000.00 22 PRTL PRS RECD JUNE 7,000.00 22 PRTL PRS RECD DEC 1,000.00 22 O/S PRS FEB -1,000.00 23 PRS RECD DEC 1,000.00 23 PRTL PRS RECD JAN 1,000.00 23 PRTL PRS RECD JUNE 2,000.00 23 O/S PRS MARCH 10 -1,000.00 24 PRS RECD JUNE 09 1,000.00 24 O/S PRS APRIL -1,000.00 25 O/S PRS MAY -1,000.00 26 PRS RECD FEB 1,000.00 26 O/S PRS JUNE -1,000.00 27 PRS RECD JAN 1,000.00 27 PRS RECD MARCH 1,000.00 27 PRS RECD APRIL 1,000.00 27 O/S PRS JULY -2,000.00 28 O/S PRS AUG -1,000.00 29 O/S PRS SEPT -1,000.00 31 O/S PRS OCT -1,000.00 32 PRS RECD JUNE 1,000.00 32 PRS RECD AUG 1,000.00 32 PRS RECD SEPT 1,000.00 32 O/S PRS NOV -2,000.00 33 PRS RECD JULY 2,000.00 33 O/S PRS DEC -2,000.00 35 PRS RECD MAY 1,000.00 35 O/S PRS JAN -2,000.00 36 PRS RECD NOV 10 2,000.00 36 PRTL PRS RECD DEC 10 1,000.00 36 O/S PRS FEB -3,000.00 37 O/S PRS MAR -3,000.00 38 PRS RECD OCT 10 1,000.00 38 O/S PRS APRIL 2011 -5,000.00 39 PRTL PRS RECD JAN 1,000.00 39 DEL MAY 2011 CPRS -3,000.00 40 PRTL FEB 2011 CPRS 2,000.00 40 PRTL MAR 2011 CPRS 2,000.00 40 RECD DEC 2010 CPRS 1,000.00 40 RECD JAN 2011 CPRS 1,000.00 40 FEB,MAR,APR.MAY 2011 4,000.00 41 4,000.00 -6,000.00 LIQUIDATED DAMAGES 8 DAYS OF LDS -90,400.00 37 8 DAYS OF LDS 90,400.00 38 62 DAYS OF LDS -700,600.00 41 -700,600.00 -700,600.00 TOTAL DEDUCTIONS -338,628.29 -801,407.96 PROGRAM CAS145 PAGE 1 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 11-IMP-78-R12.1/R15.2 ---------------------------------- SKANSKA IN IMPERIAL COUNTY IN AND NEAR 861 MAIN STREET BRAWLEY ON ROUTE 78 AND ON OLD BRAWLEY,CA 92227 ROUTE 111 FED. AID NO. HPLU-6211(67)E CONSTRUCT FOUR-LANE EXPRESSWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.075 1,125.00 1.000 15,000.00 002 TIME-RELATED OVERHEAD WDAY 3,600.0000 2,340,000.00 650.000 2,340,000.00 003 TEMPORARY FENCE (TYPE ESA) M 18.0000 21,060.00 1,225.820 22,064.76 004 PREPARE CODE OF SAFE WORKING PRACTICES LS 50,000.0000 50,000.00 0.250 12,500.00 1.000 50,000.00 005 CONSTRUCTION SITE MANAGEMENT LS 180,000.0000 180,000.00 1.000 180,000.00 006 PREPARE STORM WATER POLLUTION LS 6,700.0000 6,700.00 0.114 763.80 1.000 6,700.00 PREVENTION PLAN 007 TEMPORARY EROSION CONTROL M2 0.2500 78,250.00 247,581.300 61,895.33 008 TEMPORARY FIBER ROLL M 15.0000 99,300.00 5,512.900 82,693.50 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 21,000.00 7.000 21,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 9,000.0000 99,000.00 14.000 126,000.00 011 MOVE-IN/MOVE-OUT EA 900.0000 5,400.00 5.000 4,500.00 (TEMPORARY EROSION CONTROL) 012 STREET SWEEPING LS 100,000.0000 100,000.00 1.000 100,000.00 013 CONSTRUCTION AREA SIGNS LS 20,500.0000 20,500.00 1.000 20,500.00 (S) 014 TRAFFIC CONTROL SYSTEM LS 107,000.0000 107,000.00 1.000 107,000.00 (S) 015 TYPE III BARRICADE EA 265.0000 16,430.00 96.000 25,440.00 (S) 016 TEMPORARY TRAFFIC STRIPE (TAPE) M 7.0000 6,650.00 0.000 0.00 (S) 017 CHANNELIZER (SURFACE MOUNTED) EA 43.0000 1,290.00 30.000 1,290.00 (S) (LEFT IN PLACE) 018 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,000.0000 56,000.00 4.000 56,000.00 (S) 019 TEMPORARY RAILING (TYPE K) M 45.0000 34,200.00 1,239.880 55,794.60 (S) 020 TRAFFIC PLASTIC DRUM EA 103.0000 16,480.00 160.000 16,480.00 (S) 021 TEMPORARY CRASH CUSHION MODULE EA 455.0000 12,740.00 28.000 12,740.00 (S) 022 CUT AND CAP TILE DRAIN EA 255.0000 23,460.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 ABANDON MANHOLE EA 1,350.0000 9,450.00 8.000 10,800.00 024 REMOVE FENCE M 13.0000 15,730.00 1,318.900 17,145.70 025 REMOVE BARRICADE EA 15.0000 300.00 20.000 300.00 026 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 31.0000 6,200.00 579.770 17,972.87 (S) MARKING 027 REMOVE CHANNELIZERS EA 22.0000 616.00 28.000 616.00 028 REMOVE ROADSIDE SIGN EA 120.0000 1,200.00 13.000 1,560.00 029 ADJUST MANHOLE COVER TO GRADE EA 1,350.0000 2,700.00 4.000 5,400.00 030 MODIFY MANHOLE EA 3,900.0000 7,800.00 4.000 15,600.00 031 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 10,960.00 1,116.900 8,935.20 1,116.900 8,935.20 (S) 032 REMOVE CONCRETE BARRIER (TYPE K) M 28.0000 3,920.00 134.200 3,757.60 033 CLEARING AND GRUBBING LS 140,000.0000 140,000.00 1.000 140,000.00 034 DEVELOP WATER SUPPLY LS 15,000.0000 15,000.00 1.000 15,000.00 035 ROADWAY EXCAVATION M3 5.0000 3,605,000.00 676,431.209 3,382,156.05 036 ROADWAY EXCAVATION (INFECTIOUS SUBSTANCE M3 220.0000 976,800.00 0.000 0.00 AND ORGANIC MATERIAL) 037 LEAD COMPLIANCE PLAN LS 10,000.0000 10,000.00 1.000 10,000.00 038 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 116,500.00 4,660.000 116,500.00 (F) 039 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 62.0000 4,030.00 65.000 4,030.00 (F) 040 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 208,000.00 2,600.000 208,000.00 (F) 041 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 93.0000 1,860.00 20.000 1,860.00 (F) 042 LEAN CONCRETE BACKFILL M3 222.0000 3,330.00 15.000 3,330.00 (F) 043 IMPORTED BORROW M3 16.0000 9,088,000.00 581,065.018 9,297,040.29 044 EROSION CONTROL (TYPE D) M2 0.8500 96,900.00 141,644.000 120,397.40 (S) 045 NPS 3 SUPPLY LINE (BRIDGE) M 315.0000 307,125.00 1,100.940 346,796.10 046 100 MM PLASTIC PIPE (PR 200) M 200.0000 5,400.00 30.500 6,100.00 (SF)(SUPPLY LINE) 047 300 MM PVC (C900) M 245.0000 254,800.00 0.000 0.00 (SF) 048 WATER METER EA 4,900.0000 4,900.00 1.000 4,900.00 (S) 049 300 MM GATE VALVE EA 4,200.0000 42,000.00 4.000 16,800.00 (S) PROGRAM CAS145 PAGE 3 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 100 MM GATE VALVE EA 1,300.0000 1,300.00 1.000 1,300.00 (S) 051 200 MM CORRUGATED HIGH DENSITY M 100.0000 62,000.00 642.980 64,298.00 (S) POLYETHYLENE PIPE CONDUIT 052 FINISHING ROADWAY LS 15,500.0000 15,500.00 0.200 3,100.00 1.000 15,500.00 053 CLASS 4 AGGREGATE SUBBASE M3 40.0000 4,400,000.00 111,192.420 4,447,696.80 054 CLASS 2 AGGREGATE BASE M3 53.0000 2,332,000.00 44,338.500 2,349,940.50 055 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,100.0000 6,600.00 5.200 5,720.00 056 ASPHALT CONCRETE (TYPE A) TONN 78.0000 943,800.00 14,361.210 1,120,174.38 057 ASPHALT CONCRETE BASE (TYPE A) TONN 71.0000 3,400,900.00 52,981.940 3,761,717.74 058 PLACE ASPHALT CONCRETE DIKE M 9.0000 43,470.00 4,542.884 40,885.96 059 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 26.0000 28,080.00 1,006.800 26,176.80 AREA) 060 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,170.0000 7,020.00 2.200 2,574.00 77.100 90,207.00 061 CONCRETE PAVEMENT M3 210.0000 6,405,000.00 31,946.470 6,708,758.70 062 SHOULDER RUMBLE STRIP STA 950.0000 77,900.00 82.000 77,900.00 (PCC, GROUND-IN INDENTATIONS) 063 SEAL PAVEMENT JOINT M 3.7500 167,625.00 53,651.500 201,193.13 064 DRILLED HOLE (600 MM) M 355.0000 63,900.00 180.000 63,900.00 (S) 065 STEEL SOLDIER PILE (W250 X 131) M 245.0000 44,100.00 180.000 44,100.00 (S) 066 FURNISH STEEL PIPE PILING (406 MM) M 355.0000 793,425.00 2,236.200 793,851.00 067 DRIVE STEEL PIPE PILE (406 MM) EA 1,600.0000 192,000.00 120.000 192,000.00 (S) 068 FURNISH PILING (CLASS 625) M 105.0000 969,150.00 9,202.733 966,286.97 069 DRIVE PILE (CLASS 625) EA 1,600.0000 888,000.00 555.000 888,000.00 (S) 070 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 610.0000 749,080.00 1,226.680 748,274.80 PILING (610 MM) 071 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 5,900.0000 330,400.00 56.000 330,400.00 (S) PILE (610 MM) 072 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 1,200.0000 787,200.00 655.280 786,336.00 PILING (1219 MM) 073 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 41,000.0000 656,000.00 16.000 656,000.00 (S) PILE (1219 MM) 074 PRESTRESSING CAST-IN-PLACE CONCRETE LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 075 STRUCTURAL CONCRETE M3 1,200.0000 42,000.00 35.000 42,000.00 (F) 076 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 345.0000 536,475.00 1,555.000 536,475.00 (F) PROGRAM CAS145 PAGE 4 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE M3 880.0000 5,755,200.00 6,540.000 5,755,200.00 (F) 078 STRUCTURAL CONCRETE, APPROACH SLAB M3 875.0000 542,500.00 626.200 547,925.00 (F) (TYPE N) 079 CLASS 1 CONCRETE (BACKFILL) M3 450.0000 18,000.00 40.000 18,000.00 (F) 080 MINOR CONCRETE (MINOR STRUCTURE) M3 2,500.0000 235,000.00 125.770 314,425.00 (F) 081 ARCHITECTURAL TREATMENT M2 650.0000 52,000.00 80.000 52,000.00 (F) 082 FURNISH PRECAST PRESTRESSED CONCRETE EA 28,000.0000 672,000.00 24.000 672,000.00 (S) GIRDER (25 M - 30 M) 083 FURNISH PRECAST PRESTRESSED CONCRETE EA 34,000.0000 408,000.00 12.000 408,000.00 (S) GIRDER (30 M - 35 M) 084 ERECT PRECAST PRESTRESSED CONCRETE EA 8,200.0000 295,200.00 36.000 295,200.00 (S) GIRDER 085 PREMANUFACTURED BAT HOUSE EA 850.0000 5,100.00 6.000 5,100.00 (S) 086 JOINT SEAL (MR 40 MM) M 310.0000 54,870.00 171.870 53,279.70 (S) 087 JOINT SEAL (MR 50 MM) M 355.0000 17,040.00 48.160 17,096.80 (S) 088 BAR REINFORCING STEEL KG 3.0000 9,000.00 3,000.000 9,000.00 (SF) 089 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 2,794,900.00 1,471,000.000 2,794,900.00 (SF) 090 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 7,020.00 51.300 6,669.00 (1.6 MM-UNFRAMED) 091 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,650.00 29.200 4,380.00 (2.0 MM-UNFRAMED) 092 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 3,850.00 8.600 1,505.00 (1.6 MM-FRAMED) 093 FURNISH SINGLE SHEET ALUMINUM SIGN M2 190.0000 8,170.00 9.000 1,710.00 46.100 8,759.00 (2.0 MM-FRAMED) 094 INSTALL SIGN PANEL ON BARRICADE EA 57.0000 456.00 8.000 456.00 095 ROADSIDE SIGN - ONE POST EA 440.0000 25,960.00 58.000 25,520.00 096 ROADSIDE SIGN - TWO POST EA 1,250.0000 11,250.00 10.000 12,500.00 097 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 115.0000 115.00 1.000 115.00 METHOD) 098 INSTALL ROADSIDE SIGN PANEL ON EA 115.0000 690.00 5.000 575.00 EXISTING POST 099 TIMBER LAGGING M3 4,000.0000 28,000.00 7.000 28,000.00 (SF) 100 CLEAN AND PAINT STEEL SOLDIER PILE LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 101 PREPARE AND STAIN CONCRETE M2 280.0000 2,240.00 8.000 2,240.00 (S) 102 300 MM ALTERNATIVE PIPE CULVERT M 300.0000 27,900.00 101.000 30,300.00 103 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 207,500.00 858.000 214,500.00 PROGRAM CAS145 PAGE 5 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 600 MM ALTERNATIVE PIPE CULVERT M 262.0000 251,520.00 1,071.200 280,654.40 105 900 MM ALTERNATIVE PIPE CULVERT M 260.0000 218,400.00 847.000 220,220.00 106 1050 MM ALTERNATIVE PIPE CULVERT M 295.0000 79,650.00 267.000 78,765.00 107 450 MM REINFORCED CONCRETE PIPE M 230.0000 1,150.00 3.660 841.80 108 PREFABRICATED VERTICAL DRAIN M 3.0000 390,300.00 138,900.000 416,700.00 109 PERMEABLE MATERIAL (BLANKET) M3 93.0000 2,399,400.00 25,800.000 2,399,400.00 (F) 110 600 MM WELDED STEEL PIPE CASING (BRIDGE) M 460.0000 103,500.00 225.000 103,500.00 111 600 MM ALTERNATIVE FLARED END SECTION EA 1,070.0000 11,770.00 11.000 11,770.00 112 900 MM PRECAST CONCRETE PIPE RISER M 1,350.0000 36,450.00 25.855 34,904.25 113 200 MM POLYVINYL CHLORIDE SEWER PIPE M 192.0000 23,040.00 296.700 56,966.40 (S) 114 450 MM SEWER PIPE M 225.0000 306,000.00 1,341.920 301,932.00 (S) 115 525 MM SEWER PIPE M 396.0000 170,280.00 428.200 169,567.20 (S) 116 SEWER MANHOLE CAST-IN PLACE 1500 MM X EA 6,450.0000 38,700.00 21.000 135,450.00 (S) 900 MM (INCLUDES FRAME AND COVER) 117 900 MM SEWER MANHOLE EA 5,200.0000 72,800.00 0.000 0.00 (S) 118 ROCK SLOPE PROTECTION M3 124.0000 89,280.00 1,281.800 158,943.20 (BACKING NO. 2, METHOD B) 119 ROCK SLOPE PROTECTION (1T, METHOD B) M3 159.0000 278,250.00 3,180.000 505,620.00 120 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 94.0000 164,500.00 3,141.100 295,263.40 121 SLOPE PAVING (STAMPED CONCRETE) M2 92.0000 183,080.00 1,990.000 183,080.00 (F) 122 SLOPE PAVING (CONCRETE) M3 515.0000 172,525.00 335.000 172,525.00 (F) 123 ROCK SLOPE PROTECTION FABRIC M2 20.0000 79,400.00 3,256.100 65,122.00 124 MINOR CONCRETE (MISCELLANEOUS M3 1,000.0000 14,000.00 30.900 30,900.00 CONSTRUCTION) 125 MINOR CONCRETE (GUTTER) M 88.0000 3,960.00 45.000 3,960.00 (F) 126 MISCELLANEOUS IRON AND STEEL KG 3.0000 48,099.00 18,230.000 54,690.00 (SF) 127 BRIDGE DECK DRAINAGE SYSTEM KG 20.0000 25,400.00 1,270.000 25,400.00 (SF) 128 FENCE (TYPE BW, 4-STRAND, METAL POST) M 15.0000 114,600.00 4,606.451 69,096.77 (S) 129 CHAIN LINK FENCE (TYPE CL-1.8) M 45.0000 168,750.00 6,695.580 301,301.10 (S) 130 CHAIN LINK FENCE (TYPE CL-2.4)(MOD) M 88.0000 96,800.00 740.380 65,153.44 (S) PROGRAM CAS145 PAGE 6 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 2.4 M WIRE MESH GATE EA 1,510.0000 13,590.00 9.000 13,590.00 (S) 132 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,200.0000 15,600.00 15.000 18,000.00 (S) 133 DELINEATOR (CLASS 1) EA 50.0000 4,400.00 175.000 8,750.00 134 KILOMETER POST MARKER EA 85.0000 680.00 8.000 680.00 135 GUARD RAILING DELINEATOR EA 19.0000 9,120.00 6.000 114.00 513.000 9,747.00 136 METAL BEAM GUARD RAILING M 75.0000 265,500.00 3,958.270 296,870.25 (S) 137 CHAIN LINK RAILING (TYPE 7 MODIFIED) M 225.0000 92,250.00 410.000 92,250.00 (SF) 138 CONCRETE BARRIER (TYPE K) M 110.0000 19,800.00 -115.822 -12,740.42 0.000 0.00 (S) 139 CABLE RAILING M 120.0000 7,800.00 66.150 7,938.00 (SF) 140 TRANSITION RAILING (TYPE WB) EA 3,800.0000 60,800.00 16.000 60,800.00 (S) 141 END CAP (TYPE A) EA 600.0000 6,000.00 9.000 5,400.00 (S) 142 RAIL TENSIONING ASSEMBLY EA 555.0000 5,550.00 10.000 5,550.00 (S) 143 END ANCHOR ASSEMBLY (TYPE SFT) EA 690.0000 4,830.00 8.000 5,520.00 (S) 144 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,600.0000 15,600.00 5.000 13,000.00 (S) 145 CRASH CUSHION (QUADGUARD ELITE) EA 66,000.0000 66,000.00 0.000 0.00 (S) 146 CRASH CUSHION (TYPE CAT) EA 5,200.0000 52,000.00 10.000 52,000.00 (S) 147 CRASH CUSHION (TYPE CAT) BACKUP EA 350.0000 3,500.00 10.000 3,500.00 (S) 148 CRASH CUSHION (REACT 9CBB) EA 62,000.0000 124,000.00 2.000 124,000.00 (S) 149 CONCRETE BARRIER (TYPE 60C) M 590.0000 241,900.00 403.900 238,301.00 150 CONCRETE BARRIER (TYPE 732) M 224.0000 412,832.00 1,843.000 412,832.00 (F) 151 CONCRETE BARRIER (TYPE 732B) M 512.0000 19,456.00 40.000 20,480.00 152 THERMOPLASTIC PAVEMENT MARKING M2 43.0000 18,490.00 512.770 22,049.11 (S) 153 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 5,720.00 2,991.800 5,983.60 (S) 154 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 500.00 414.000 828.00 (S) (BROKEN 3.66 M - 0.92 M) 155 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 19,100.00 43,872.400 21,936.20 (S) 156 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2500 3,175.00 2,522.000 3,152.50 (S) 157 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.4500 5,831.00 2,437.000 5,970.65 (S) PROGRAM CAS145 PAGE 7 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 SIGNAL AND LIGHTING (LOCATION 1) LS 200,000.0000 200,000.00 1.000 200,000.00 (S) 159 SIGNAL AND LIGHTING (LOCATION 2) LS 195,000.0000 195,000.00 1.000 195,000.00 (S) 160 LIGHTING LS 188,000.0000 188,000.00 1.000 188,000.00 (S) 161 FLASHING BEACON LS 45,000.0000 45,000.00 1.000 45,000.00 (S) 162 LIGHTING CONDUIT (BRIDGE) M 50.0000 52,000.00 958.000 47,900.00 (S) 163 SPRINKLER CONTROL CONDUIT (BRIDGE) M 50.0000 48,750.00 975.000 48,750.00 (SF) 164 TRAFFIC MONITORING STATION (LOCATION 1) LS 55,000.0000 55,000.00 1.000 55,000.00 (S) 165 TRAFFIC MONITORING STATION (LOCATION 2) LS 28,500.0000 28,500.00 1.000 28,500.00 (S) 166 FIRE HYDRANT EA 830.0000 1,660.00 1.000 830.00 167 150 MM FIRE HYDRANT ASSEMBLY EA 5,100.0000 10,200.00 1.000 5,100.00 168 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 169 IRRIGATION SYSTEM LS 265,000.0000 265,000.00 1.000 265,000.00 (S) 170 HIGHWAY PLANTING LS 147,000.0000 147,000.00 1.000 147,000.00 (S) 171 PLANT ESTABLISHMENT WORK LS 44,000.0000 44,000.00 1.000 44,000.00 (S) 172 INFORMATION SIGN EA 1,700.0000 1,700.00 1.000 1,700.00 173 HABITAT RESTORATION SIGN EA 500.0000 3,500.00 7.000 3,500.00 174 TUBULAR STEEL GATE EA 2,500.0000 2,500.00 1.000 2,500.00 PROGRAM CAS145 PAGE 8 DATE 08/03/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-167884 TIME 03:11 PM ESTIMATE NO. 41 BID OPENING 02/14/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/29/11 R.E. NAME: RIZZUTTO, SHAWN DATE OF THIS ESTIMATE 08/03/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 18,081.58 62,580,467.95 ADJUSTMENT OF COMPENSATION -293,014.15 488,393.44 EXTRA WORK 198,055.84 2,273,377.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION -76,876.73 65,342,239.21 175 MOBILIZATION LS 500,000.0000 6,500,000.00 1.000 6,500,000.00 ORIGINAL CONTRACT AMOUNT 68,613,955.00 TOTAL WORK COMPLETED -76,876.73 71,842,239.21 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -338,628.29 -801,407.96 TOTAL -415,505.02 71,040,831.25 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 03/27/08 900 06/16/08 05/21/08 06/29/11 739 36 46 0 100% 100% RIZZUTTO, SHAWN RESIDENT ENGINEER PROGRAM CAS145 DATE 08/03/11