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 11/14/11 EST. NO.25 TIME 02:25 PM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- 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 11/14/11 EST. NO.25 TIME 02:25 PM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -445,982.28 03 CL 2 AB OUT-OF-SPEC -4,779.93 04 CPM PROGRESS SCHED 445,982.28 04 RESET STAKING, R/W -2,720.00 04 RESET STAKING -2,380.00 05 RESET SURVEY STAKING -9,180.00 07 RESET SURVEY STAKING -4,420.00 08 RESET SURVEY STAKING -680.00 09 RESET SURVEY STAKING -2,720.00 10 CPM VIOLATION -710,400.99 11 CPM VIOLATION 710,400.99 13 SURVEY RESTAKING -340.00 13 RESTAKING WORK -2,720.00 15 CPM -155,006.04 16 LATE LANE CLO OPEN. -56,800.00 16 RESTAKING WORK -2,890.00 16 CPM 155,006.04 18 CPM -76,109.79 20 CPM -8,436.46 22 CPM -3,417.48 23 CPM (FEB,MAR,APRIL) -7,231.07 23 CPM (2275.16,2079.09 -4,354.25 23 CPM(10399,49293.39) -59,692.39 23 CPM(26996.89,8833.21 -35,830.10 23 CPM(34099.34,22673.9 -56,773.24 23 CPM(4046.01,1204.56) -5,250.57 23 LATE LANE CLO. -49,700.00 23 0.00 -396,425.28 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 PRS RECD OCT 10,000.00 03 O/S PRS DEC -10,000.00 04 O/S PRS JAN -10,000.00 05 PRS RECD NOV 10,000.00 05 O/S PRS APR -10,000.00 08 PRS RECD DEC 10,000.00 08 O/S PRS MAY -10,000.00 09 O/S PRS JUNE -10,000.00 10 PRS RECD MAY 10,000.00 10 O/S PRS AUG 08 -10,000.00 13 PRS RECD APRIL 08 10,000.00 13 PRS RECD JUNE 08 10,000.00 13 O/S PRS SEPT 08 -10,000.00 14 O/S PRS OCT -10,000.00 15 O/S PRS NOV 08 -10,000.00 16 PRS RECD JAN 08 10,000.00 16 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 11/14/11 EST. NO.25 TIME 02:25 PM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRS RECD AUG 08 10,000.00 16 O/S PRS DEC 08 -10,000.00 17 O/S PRS JAN 09 -10,000.00 19 PRS RECD SEPT 08 10,000.00 19 PRS RECD OCT 08 10,000.00 19 O/S PRS FEB 09 -10,000.00 20 PRS RECD NOV 08 10,000.00 20 PRS RECD JAN 09 10,000.00 20 O/S PRS MARCH 09 -10,000.00 21 PRS RECD FEB 09 10,000.00 21 PRTL PRS RECD DEC 08 5,000.00 21 O/S PRS APRIL 09 -3,206.81 22 PRS RECD MAR 09 10,000.00 22 PRTL PRS RECD DEC 3,000.00 22 O/S PRS DEC 09 -1,000.00 23 O/S PRS JUNE,JULY 10 -10,000.00 23 O/S PRS MAY & AUG 09 -12,445.30 23 PRS RECD APR09,DEC09 4,206.81 23 PRS RECD DEC08,MAY09 4,445.30 23 PRS RECD AUG 09 10,000.00 23 0.00 -10,000.00 LIQUIDATED DAMAGES 269 DAYS @ $13,552 -3,645,488.00 23 RELEASE OF PRTL LDS 3,431,913.00 24 0.00 -213,575.00 TOTAL DEDUCTIONS 0.00 -620,000.28 PROGRAM CAS145 PAGE 1 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 LOCATION FINAL ESTIMATE 11-SD-5-35.7/38.5 -------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 4375-260 JUTLAND DRIVE SOLANA BEACH AND ENCINITAS FROM SAN SAN DIEGO,CA 92117 DIEGUITO RIVER BRIDGE TO SAN ELIJO LAGOON BRIDGE FED. AID NO. N O N E CONSTRUCT HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,750.00 002 TIME-RELATED OVERHEAD LS 100,000.0000 1,100,000.00 1.000 1,100,000.00 003 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 6,400.00 170.000 6,800.00 004 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,200.00 234.000 2,340.00 005 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 006 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.900 13,500.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 10.0000 72,500.00 7,496.200 74,962.00 008 TEMPORARY SILT FENCE M 6.0000 10,260.00 1,944.500 11,667.00 009 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 42,500.00 10.000 25,000.00 010 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 77,500.00 9.000 22,500.00 011 TEMPORARY CHECK DAM M 10.0000 6,600.00 691.400 6,914.00 012 MOVE-IN/MOVE-OUT EA 500.0000 2,500.00 0.000 0.00 (S) (TEMPORARY EROSION CONTROL) 013 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 44,100.00 77.000 24,255.00 014 TEMPORARY HYDRAULIC MULCH M2 0.8200 127,100.00 0.000 0.00 (S) (BONDED FIBER MATRIX) 015 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 016 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 1.000 15,000.00 017 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 1.000 20,000.00 (S) 018 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 (S) 019 TYPE III BARRICADE EA 40.0000 3,640.00 31.000 1,240.00 (S) 020 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,080.00 38,971.800 38,971.80 (S) 021 TRAFFIC PLASTIC DRUM EA 40.0000 35,200.00 290.000 11,600.00 (S) 022 TEMPORARY PAVEMENT MARKER EA 4.0000 1,480.00 6,735.000 26,940.00 (S) PROGRAM CAS145 PAGE 2 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 15,000.00 6.000 15,000.00 (S) 024 TEMPORARY RAILING (TYPE K) M 100.0000 1,390,000.00 13,385.540 1,338,554.00 (S) 025 TEMPORARY CRASH CUSHION MODULE EA 200.0000 36,000.00 136.000 27,200.00 (S) 026 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 100,000.00 6.000 30,000.00 (S) 027 ABANDON CULVERT EA 1,000.0000 5,000.00 4.000 4,000.00 028 REMOVE CHAIN LINK FENCE M 30.0000 22,200.00 555.980 16,679.40 029 REMOVE METAL BEAM GUARD RAILING M 27.0000 24,840.00 100.000 2,700.00 030 REMOVE TRAFFIC STRIPE M 1.2000 103,920.00 60,089.000 72,106.80 (S) 031 REMOVE ROADSIDE SIGN EA 250.0000 11,000.00 45.000 11,250.00 032 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 6.000 30,000.00 033 REMOVE BASE AND SURFACING M3 13.0000 27,170.00 2,122.980 27,598.74 034 RESET ROADSIDE SIGN EA 450.0000 3,150.00 7.000 3,150.00 035 RELOCATE ROADSIDE SIGN EA 225.0000 3,600.00 17.000 3,825.00 036 MODIFY INLET EA 2,000.0000 12,000.00 6.000 12,000.00 037 MODIFY SIGN STRUCTURE EA 5,000.0000 15,000.00 4.000 20,000.00 038 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 31,500.00 6,271.880 31,359.40 (S) 039 REMOVE CONCRETE BARRIER (TYPE K) M 2.0000 15,300.00 8,401.000 16,802.00 040 CAP INLET EA 1,500.0000 4,500.00 4.000 6,000.00 041 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 042 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 043 BRIDGE REMOVAL (PORTION), LOCATION C LS 45,000.0000 45,000.00 1.000 45,000.00 044 BRIDGE REMOVAL (PORTION), LOCATION D LS 85,000.0000 85,000.00 1.000 85,000.00 045 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 1.000 24,000.00 046 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 047 ROADWAY EXCAVATION M3 60.0000 4,110,000.00 69,445.220 4,166,713.20 048 ROADWAY EXCAVATION (TYPE Y-2) M3 10.0000 52,900.00 4,934.050 49,340.50 (AERIALLY DEPOSITED LEAD) 049 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 54,600.00 420.000 54,600.00 (F) 051 STRUCTURE EXCAVATION (CRIB WALL) M3 40.0000 32,000.00 895.000 35,800.00 052 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 101,600.00 2,032.000 101,600.00 (F) 053 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 30,600.00 612.000 30,600.00 (F) 054 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 45,400.00 908.000 45,400.00 (F) 055 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 87,500.00 1,750.000 87,500.00 (F) 056 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 12,750.00 255.000 12,750.00 (F) 057 STRUCTURE BACKFILL (CRIB WALL) M3 100.0000 306,930.00 2,969.300 296,930.00 (F) 058 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 79,050.00 1,581.000 79,050.00 (F) 059 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 50.0000 3,350.00 67.000 3,350.00 (F) 060 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 1,300.00 26.000 1,300.00 (F) 061 SAND BACKFILL M3 200.0000 5,600.00 23.780 4,756.00 062 CONCRETE BACKFILL M3 200.0000 1,600.00 13.250 2,650.00 063 SOIL NAIL ASSEMBLY M 60.0000 616,200.00 10,286.430 617,185.80 (S) 064 HIGHWAY PLANTING LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 065 PRUNE EXISTING PLANTS M 15.0000 42,900.00 2,860.000 42,900.00 (S) 066 IMPORTED TOPSOIL M3 60.0000 4,680.00 0.000 0.00 (S) 067 ROCK BLANKET M2 100.0000 51,000.00 458.360 45,836.00 (S) 068 EROSION CONTROL (TYPE 1) M2 0.3000 10,830.00 31,420.000 9,426.00 (S) 069 EROSION CONTROL (TYPE 2) M2 1.0000 3,100.00 3,096.000 3,096.00 (S) 070 EROSION CONTROL (TYPE 3) M2 3.0000 2,880.00 961.000 2,883.00 (S) 071 FIBER ROLLS M 8.0000 47,360.00 3,894.700 31,157.60 (S) 072 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 1.000 500.00 (S) 073 WILD FLOWER SEEDING HA 25,000.0000 2,500.00 0.000 0.00 (S) 074 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 1.000 35,000.00 (S) 075 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 076 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 1.000 35,000.00 (S) PROGRAM CAS145 PAGE 4 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 1.000 400,000.00 (S) 078 WATER METER EA 50,000.0000 50,000.00 1.000 50,000.00 (S) 079 TEMPORARY IRRIGATION SUPPLY LINE M 20.0000 12,800.00 320.000 6,400.00 (S) 080 200 MM CORRUGATED HIGH DENSITY M 125.0000 26,250.00 160.200 20,025.00 (S) POLYETHYLENE PIPE CONDUIT 081 250 MM CORRUGATED HIGH DENSITY M 150.0000 7,950.00 53.750 8,062.50 (S) POLYETHYLENE PIPE CONDUIT 082 150 MM WELDED STEEL PIPE CONDUIT M 500.0000 75,000.00 149.870 74,935.00 (S) (6.35 MM THICK) 083 EXTEND 200 MM CONDUIT M 400.0000 6,000.00 0.000 0.00 (S) 084 FINISHING ROADWAY LS 15,000.0000 15,000.00 1.000 15,000.00 085 CLASS 2 AGGREGATE BASE M3 70.0000 1,176,000.00 16,938.840 1,185,718.80 086 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 2,800.00 24.540 2,454.00 087 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 3,500.00 3.760 1,880.00 088 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,550,000.00 15,345.045 1,534,504.50 089 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,244,500.00 12,698.225 1,206,331.38 090 PLACE ASPHALT CONCRETE DIKE M 3.0000 5,880.00 1,993.600 5,980.80 091 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 135.0000 12,960.00 91.450 12,345.75 AREA) 092 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 1,000.00 3.360 1,680.00 093 CONCRETE PAVEMENT M3 240.0000 2,592,000.00 11,268.688 2,704,485.12 094 SEAL PAVEMENT JOINT M 3.0000 38,400.00 19,210.290 57,630.87 095 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 24,870.00 9,080.000 27,240.00 096 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 097 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 243,400.00 1,217.000 243,400.00 (S) PILING 098 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 271,200.00 246.000 295,200.00 (S) PILING 099 TIEBACK ANCHOR EA 1,700.0000 234,600.00 138.000 234,600.00 (S) 100 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 78,750.00 125.250 93,937.50 (F) 101 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 915,800.00 978.120 929,214.00 (F) 102 STRUCTURAL CONCRETE, RETAINING WALL M3 900.0000 1,937,700.00 2,154.430 1,938,987.00 (F) 103 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 263,000.00 263.000 263,000.00 (F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 248,000.00 268.320 268,320.00 (TYPE R) 105 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 371,000.00 191.450 382,900.00 (F) 106 PAVING NOTCH EXTENSION M3 1,000.0000 6,000.00 5.120 5,120.00 107 ARCHITECTURAL TREATMENT (RANDOM FLUTE) M2 30.0000 79,200.00 2,644.040 79,321.20 (F) 108 ARCHITECTURAL TREATMENT (MURAL BASE) M2 300.0000 29,100.00 97.000 29,100.00 (F) 109 ARCHITECTURAL TREATMENT M2 20.0000 6,860.00 343.350 6,867.00 (F) (WALL CAP TEXTURE) 110 DRILL AND BOND DOWEL M 110.0000 79,090.00 645.400 70,994.00 111 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 (S) GIRDER (5 M - 10 M) 112 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 (S) GIRDER (10 M - 15 M) 113 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 52,500.00 3.000 52,500.00 (S) GIRDER (20 M - 25 M) 114 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 10,000.0000 360,000.00 36.000 360,000.00 (S) CONCRETE GIRDER (5 M - 10 M) 115 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 15,000.0000 270,000.00 18.000 270,000.00 (S) CONCRETE GIRDER (15 M - 20 M) 116 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 75,600.00 63.000 75,600.00 (S) GIRDER 117 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 300.0000 36,000.00 99.570 29,871.00 118 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 500.0000 145,000.00 267.930 133,965.00 119 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 600.0000 66,000.00 105.660 63,396.00 120 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 750.0000 225,000.00 302.420 226,815.00 121 JOINT SEAL (MR 15 MM) M 50.0000 10,300.00 207.550 10,377.50 (S) 122 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 538,250.00 220,512.000 551,280.00 (SF) 123 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 598,100.00 299,382.420 598,764.84 (SF) 124 SHOTCRETE M3 800.0000 478,400.00 595.750 476,600.00 (F) 125 WEATHERING STEEL PLATE EA 150.0000 143,250.00 955.000 143,250.00 (SF) 126 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 63,400.00 6,340.000 63,400.00 (F) 127 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 6,340.00 6,340.000 6,340.00 (SF) 128 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 82,360.00 8,236.000 82,360.00 (F) 129 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 7,954.00 7,954.000 7,954.00 (SF) 130 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 8,500.00 850.000 8,500.00 (F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 6 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 1.0000 850.00 850.000 850.00 (SF)WITHOUT WALKWAY) 132 FURNISH LAMINATED PANEL SIGN M2 200.0000 28,000.00 172.520 34,504.00 (25.4 MM-TYPE A) 133 FURNISH LAMINATED PANEL SIGN M2 200.0000 6,800.00 33.480 6,696.00 (25.4 MM-TYPE B) 134 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,800.00 13.260 2,652.00 (63.5 MM-TYPE H) 135 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 7,410.00 82.420 10,714.60 (1.6 MM-UNFRAMED) 136 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 5,200.00 51.590 6,706.70 (2.0 MM-UNFRAMED) 137 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 273.00 13.110 1,704.30 (1.6 MM-FRAMED) 138 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,170.00 20.980 2,727.40 (2.0 MM-FRAMED) 139 1524 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 17.600 17,600.00 (S) CONCRETE PILE (SIGN FOUNDATION) 140 METAL (BARRIER MOUNTED SIGN) KG 10.0000 20,700.00 2,150.000 21,500.00 141 ROADSIDE SIGN - ONE POST EA 150.0000 5,100.00 39.000 5,850.00 142 ROADSIDE SIGN - TWO POST EA 150.0000 1,350.00 15.000 2,250.00 143 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,150.00 24.000 3,600.00 METHOD) 144 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 1,750.00 17.000 4,250.00 EXISTING POST 145 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 250.0000 2,250.00 9.780 2,445.00 146 INSTALL ROADSIDE SIGN EA 250.0000 250.00 1.000 250.00 (LAMINATED WOOD BOX POST) 147 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 66,000.00 215.300 64,590.00 148 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 180,000.00 488.100 146,430.00 149 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 14,400.00 48.000 14,400.00 150 450 MM REINFORCED CONCRETE PIPE M 300.0000 14,400.00 47.500 14,250.00 151 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 10,000.00 10.100 10,100.00 152 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 22,000.00 25.800 25,800.00 153 450 MM BITUMINOUS COATED SLOTTED M 1,500.0000 9,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.77 MM THICK) 154 600 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 12,500.00 25.400 12,700.00 155 900 MM PRECAST CONCRETE PIPE RISER M 2,200.0000 28,600.00 9.610 21,142.00 156 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 8,600.00 33.530 6,706.00 157 CONCRETE (CHANNEL LINING) M3 1,000.0000 8,000.00 2.690 2,690.00 PROGRAM CAS145 PAGE 7 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 CONCRETE (CONCRETE APRON) M3 1,000.0000 11,000.00 10.250 10,250.00 159 SLOPE PAVING (CONCRETE) M3 500.0000 16,000.00 32.000 16,000.00 (F) 160 ROCK SLOPE PROTECTION FABRIC M2 10.0000 360.00 89.390 893.90 161 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 80,500.00 207.160 72,506.00 CONSTRUCTION) 162 MINOR CONCRETE (GUTTER) M 100.0000 26,000.00 260.000 26,000.00 (F) 163 MINOR CONCRETE (TEXTURE PAVING) M2 80.0000 76,000.00 798.720 63,897.60 (GORE PAVING) 164 MISCELLANEOUS IRON AND STEEL KG 5.0000 78,235.00 15,216.000 76,080.00 (SF) 165 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 800.00 160.000 800.00 (SF) 166 CHAIN LINK FENCE (TYPE CL-1.8) M 80.0000 6,400.00 0.000 0.00 (S) 167 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,200.0000 3,200.00 0.000 0.00 (S) 168 DELINEATOR (CLASS 1) EA 50.0000 5,500.00 76.000 3,800.00 169 METAL BEAM GUARD RAILING M 85.0000 21,250.00 19.000 1,615.00 (S) 170 CONCRETE BARRIER (TYPE K) M 20.0000 2,800.00 140.100 2,802.00 171 TUBULAR RAILING (MODIFIED) M 520.0000 394,160.00 758.460 394,399.20 (SF) 172 CABLE RAILING M 35.0000 9,765.00 279.000 9,765.00 (SF) 173 TRANSITION RAILING (TYPE WB) EA 3,800.0000 11,400.00 4.000 15,200.00 (S) 174 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 900.00 0.000 0.00 (S) 175 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 1.000 3,500.00 (S) 176 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 2.000 6,000.00 (S) 177 CRASH CUSHION (TYPE CAT) EA 6,500.0000 39,000.00 0.000 0.00 (S) 178 CRASH CUSHION (TYPE CAT) BACKUP EA 450.0000 2,700.00 0.000 0.00 (S) 179 CONCRETE BARRIER (TYPE 60) M 150.0000 43,500.00 285.800 42,870.00 180 CONCRETE BARRIER (TYPE 60C) M 500.0000 80,000.00 143.900 71,950.00 181 CONCRETE BARRIER (TYPE 60E) M 300.0000 105,000.00 181.160 54,348.00 182 CONCRETE BARRIER (TYPE 60S) M 150.0000 907,500.00 6,093.000 913,950.00 183 CONCRETE BARRIER (TYPE 60SA) M 350.0000 43,295.00 123.700 43,295.00 (F) 184 CONCRETE BARRIER (TYPE 60SC) M 350.0000 343,000.00 960.000 336,000.00 PROGRAM CAS145 PAGE 8 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 CONCRETE BARRIER (TYPE 60SE) M 300.0000 105,000.00 200.000 60,000.00 186 CONCRETE BARRIER (TYPE 732) M 300.0000 30,000.00 100.000 30,000.00 (F) 187 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 14,500.00 360.340 9,008.50 (S) 188 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 28,820.00 19,039.000 20,942.90 (S) 189 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,300.00 3,787.000 9,467.50 (S) 190 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,260.00 4,279.000 4,279.00 (S) (BROKEN 3.66 M - 0.92 M) 191 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 451.00 381.000 419.10 (S) (BROKEN 5.18 M - 2.14 M) 192 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 900.00 890.000 1,780.00 (S) (BROKEN 11.0 M - 3.50 M) 193 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 56,250.00 129,395.000 58,227.75 (S) 194 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,700.00 18,518.000 18,518.00 (S) 195 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 35,280.00 7,844.000 21,963.20 (S) 196 SIGNAL AND LIGHTING (LOCATION 1) LS 130,000.0000 130,000.00 1.000 130,000.00 (S) 197 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 1.000 145,000.00 (S) 198 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 1.000 50,000.00 (S) (STAGE CONSTRUCTION 2A - LOCATION 2) 199 LIGHTING AND SIGN ILLUMINATION LS 355,000.0000 355,000.00 1.000 355,000.00 (S) 200 INTERCONNECTION CONDUIT AND CABLE M 100.0000 20,000.00 195.000 19,500.00 (S) 201 COMMUNICATION CONDUIT (BRIDGE) M 90.0000 11,340.00 126.000 11,340.00 (SF) 202 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 1.000 5,000.00 (S) 203 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 204 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 205 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 10,000.0000 10,000.00 1.000 10,000.00 (S) 206 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 207 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 1.000 50,000.00 (S) 208 RAMP METERING SYSTEM (LOCATION 5) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 209 RAMP METERING SYSTEM (LOCATION 6) LS 30,000.0000 30,000.00 1.000 30,000.00 (S) 210 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 211 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 148,400.00 706.000 141,200.00 (S) PILING PROGRAM CAS145 PAGE 9 DATE 11/14/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 02:25 PM ESTIMATE NO. 25 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/14/10 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 11/14/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,121,772.65 ADJUSTMENT OF COMPENSATION 0.00 2,755,668.95 EXTRA WORK 0.00 1,555,727.35 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 33,433,168.95 212 MOBILIZATION LS 225,000.0000 3,225,000.00 1.000 3,225,000.00 ORIGINAL CONTRACT AMOUNT 32,821,953.00 TOTAL WORK COMPLETED 0.00 36,658,168.95 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -620,000.28 TOTAL 0.00 36,038,168.67 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 09/10/07 510 10/02/07 10/02/07 07/14/10 662 29 24 0 100% 100% ETEZADI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 11/14/11