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 02/22/13 EST. NO.59 TIME 10:49 AM R.E. NAME: BEREXA, CARL 03-3338U4 --------------------------------------------------------------------------- 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 0233 726.52 E.W. @ F.A.(+) 092812 N 2250.0 0247 458.77 121812 N 2339.0 0248 129.53 012910 N 2352.0 0249 464.95 081412 N 2280.1 0250 1,500.00 111010 N 1350.1 003 0018 254.26 E.W. @ F.A.(+) 030411 N 1482.0 0019 250.00 021110 N 1484.0 004 0021 600.00 E.W. @ F.A.(+) 021711 N 1532.0 041 0003 24,166.38 A.C. @ U.P.(+) 022113 N 3 0 046 0018 1,617.28 E.W. @ F.A.(+) 111510 N 1577.1 0019 1,700.41 080610 N 1184.1 053 0019 1,500.00 E.W. @ F.A.(+) 080210 N 1357.1 066 0009 82,438.25 A.C. @ U.P.(+) 111512 N 9 0 079 0047 608.33 E.W. @ F.A.(+) 022310 N 2348.0 0048 182.47 040212 N 1992.0 081 0018 15,749.39 E.W. @ F.A.(+) 110410 N 1294.1 091 0211 790.97 E.W. @ F.A.(+) 092812 N 2251.0 0212 1,581.96 092712 N 2252.0 0213 1,439.82 092512 N 2255.0 0214 2,178.96 092212 N 2257.0 0215 2,258.48 092112 N 2260.0 0216 1,137.28 092012 N 2261.0 0217 501.14 091912 N 2263.0 0218 163.99 122210 N 1420.0 0220 924.00 092112 N 2319.0 0222 792.00 092512 N 2325.0 0224 3,372.15 093011 N 1965.0 0225 1,435.83 102709 N 608.20 0226 1,034.55 102809 N 609.20 0227 1,000.00 092512 N 2324.1 098 0027 1,500.00 E.W. @ F.A.(+) 031110 N 855689 103 0028 448.49 E.W. @ F.A.(+) 121212 N 2350.0 140 0021-1 -2,244.00 E.W. @ F.A.(+) 022912 N 1941.0 DAO CORRECTING ENTRY 0033 4,488.00 022912 N 1941.1 0034 14,586.00 121212 N 2368.0 146 0007 1,162.35 E.W. @ F.A.(+) 052711 N 1610.0 0008 1,000.00 060911 N 1654.1 150 0021 1,000.00 E.W. @ F.A.(+) 110411 N 1826.1 0022 1,500.00 110411 N 1826.9 158 0022 2,000.00 E.W. @ F.A.(+) 121310 N 1446.1 161 0006 1,000.00 E.W. @ F.A.(+) 101911 N 1795.2 162 0006 702.20 E.W. @ F.A.(+) 040912 N 1994.0 0007 213.68 040912 N 2087.1 169 0005 1,721.50 E.W. @ F.A.(+) 052711 N 1609.0 173 0007 3,000.00 E.W. @ F.A.(+) 122710 N 1452.1 182 0048 1,452.20 E.W. @ F.A.(+) 032912 N 2333.0 0049 1,000.00 113011 N 1862.2 184 0040 14,077.57 E.W. @ F.A.(+) 052212 N 2084.0 0044 1,500.00 022812 N 1961.1 0045 1,500.00 042412 N 2146.1 0046 1,000.00 052212 N 2133.1 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 02/22/13 EST. NO.59 TIME 10:49 AM R.E. NAME: BEREXA, CARL 03-3338U4 --------------------------------------------------------------------------- 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 1,000.00 030912 N 2294.9 196 0016 3,356.65 E.W. @ F.A.(+) 082211 N 2174.0 212 0001 6,013.35 E.W. @ F.A.(+) 092712 N 2253.0 0002 6,194.66 092612 N 2254.0 0003 1,068.90 092512 N 2256.0 222 0035 1,000.00 E.W. @ F.A.(+) 052912 N 2130.1 223 0018 15,970.81 E.W. @ F.A.(+) 052212 N 2082.0 0020 5,500.00 052212 N 2129.1 232 0007 28,864.83 E.W. @ F.A.(+) 061412 N 2366.0 0009 1,000.00 061412 N 2367.9 236 0007 1,500.00 E.W. @ F.A.(+) 070512 N 2309.1 238 0002 506.90 E.W. @ F.A.(+) 121112 N ED-670 0003 921.53 123112 N ED-680 0004 1,214.50 111012 N 2353.0 0005 2,726.69 111112 N 2362.0 241 0023 8,707.28 E.W. @ F.A.(+) 073112 N 2179.1 0024 9,942.56 072712 N 2192.1 0025 10,201.61 072612 N 2193.1 0026 8,436.48 072512 N 2195.1 0027 10,736.87 080812 N 2206.1 0028 10,260.96 080912 N 2207.1 0029 1,500.00 072512 N 2197.1 0031 500.00 072512 N 2197.9 0032 1,500.00 101812 N 2330.9 244 0001 2,815.10 E.W. @ F.A.(+) 091912 Y 5206.0 0002 2,941.32 092012 Y 5207.0 0003 3,161.34 092112 Y 5208.0 259 0001 12,006.09 E.W. @ L.S.(+) 022113 N 1 0 363,114.09 TOTAL THIS ESTIMATE 14,092,697.66 TOTAL PREVIOUS ESTIMATE 14,455,811.75 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 02/22/13 EST. NO.59 TIME 10:49 AM R.E. NAME: BEREXA, CARL 03-3338U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% PERFORMANCE FAIL -233,280.48 44 RTN NON-PERFORMANCE 233,280.48 45 LATE CPM SCHEDULE -658,522.27 53 RETURN CPM SCHEDULE 658,522.27 54 MISSING 2012 CEM4401 -10,000.00 58 0.00 -10,000.00 EQUAL EMPLOYMENT OPPORTUNITY BULLETIN BOARDS -10,000.00 10 RETURN BULLETIN 10,000.00 19 MISSING FHWA 1391 -10,000.00 28 ANNUAL FORMS CLEARED 10,000.00 33 MISSING FHWA 1391 -10,000.00 53 PERM SUB VIOLATION -10,273.98 53 RECEIVED FHWA 1391 10,000.00 56 0.00 -10,273.98 LABOR COMPLIANCE VIOLATION PER LTR DATED 9/08 -2,000.00 01 PER LTR DATED 10/08 -10,000.00 02 PER TLR DATED 11/08 -10,000.00 03 RETURN 9/08 DEDUCT 2,000.00 03 PER LTR DATED 12/08 -10,000.00 05 ADM2008 CEM4401 -10,000.00 06 PER LTR DATED 1/09 -10,000.00 06 ADMREC'D CEM4401 10,000.00 07 PER LTR DATED 2/09 -10,000.00 07 RETURN 10/08 DEDUCT 10,000.00 07 RETURN 11/08 DEDUCT 10,000.00 07 PER 3/09 LTR -10,000.00 08 PER LTR DATED 4/09 -8,000.00 09 PER LTR DATED 5/09 -10,000.00 10 PER LTR DATED 7/09 -10,000.00 13 RETURN 02/09 DEDUCT 10,000.00 13 RETURN 12/08 DEDUCT 10,000.00 13 PER LTR DATED 8/09 -10,000.00 15 RETURN 1/09 DEDUCT 10,000.00 15 PER LTR DATED 9/09 -10,000.00 16 RETURN 4/09 DEDUCT 10,000.00 16 PER LTR DATED 10/09 -10,000.00 17 PER LTR DATED 1/10 -10,000.00 20 RETURN 7/09 DEDUCT 10,000.00 20 RETURN 9/09 DEDUCT 10,000.00 20 PER LTR DATED 2/10 -10,000.00 21 RETURN 5/09 DEDUCT 10,000.00 21 PER LTR DATED 3/10 -10,000.00 23 ESTIMATE #15 8,000.00 24 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 02/22/13 EST. NO.59 TIME 10:49 AM R.E. NAME: BEREXA, CARL 03-3338U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ESTIMATE #17 10,000.00 24 ESTIMATE #20 10,000.00 24 ESTIMATE #23 10,000.00 24 PER LTR DATED 4/2010 -10,000.00 24 PER LTR DATED 5/2010 -10,000.00 25 RELEASE ESTIMATE #21 10,000.00 25 RELEASE ESTIMTE #8 10,000.00 25 RETURN EST. #23 10,000.00 26 PER LTR DATED 7/2010 -10,000.00 27 PER LTR DATED 8/2010 -10,000.00 28 PER LTR DATED 9/2010 -10,000.00 29 PER LTR DATED 10/10 -10,000.00 30 RETURN ESTIMATE 25 10,000.00 30 PER LTR DATED 11/10 -10,000.00 32 PER LTR DATED 12/10 -10,000.00 33 PER LTR DATED 1/2011 -10,000.00 34 PER LTR DATED 2/11 -6,000.00 35 RETURN DEDUCT 1/11 10,000.00 35 PER LTR DATED 3/11 -5,000.00 36 PER LTR DATED 4/11 -5,000.00 37 RETURN DEDUCT 9/10 10,000.00 37 RETURN DEDUCT 11/10 10,000.00 37 RETURN DEDUCT 12/10 10,000.00 37 PER LTR DATED 5/11 -5,000.00 38 RETURN 2/11 DEDUCT 6,000.00 38 PER LTR DATED 7/2011 -10,000.00 40 PER LTR DATED 8/2011 -5,000.00 41 PER LTR DATED 9/2011 -2,000.00 42 PER LTR DATED 10/11 -5,000.00 43 RETURN DEDUCT 3/11 5,000.00 43 RETURN DEDUCT 4/11 5,000.00 43 RETURN DEDUCT 5/11 5,000.00 43 PER LTR DATED 11/11 -1,000.00 44 PER LTR DATED 1/12 -10,000.00 46 RETURN DEDUCT 9/11 2,000.00 46 RETURN DEDUCT 7/11 10,000.00 46 PER LTR DATED 3/12 -5,000.00 48 RETURN DEDUCT 7/10 10,000.00 48 RETURN DEDUCT 8/10 10,000.00 48 RETURN DEDUCT 10/10 10,000.00 48 RETURN DEDUCT 8/11 5,000.00 48 RETURN DEDUCT 10/11 5,000.00 48 RETURN DEDUCT 11/11 1,000.00 48 RETURN DEDUCT 1/12 10,000.00 48 PER LTR DATED 4/12 -5,000.00 49 PER LTR DATED 5/12 -10,000.00 50 PER LTR DATED 8/12 -5,000.00 53 RETURN DEDUCT 3/12 5,000.00 53 RETURN DEDUCT 5/12 10,000.00 53 RETURN DEDUCT 4/12 5,000.00 53 PER LTR DATED 9/17 -3,000.00 54 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 02/22/13 EST. NO.59 TIME 10:49 AM R.E. NAME: BEREXA, CARL 03-3338U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PER LTR DATED 10/12 -6,000.00 55 PER LTR DATED 11/12 -10,000.00 56 PER LTR DATED 12/12 -10,000.00 57 RETURN DEDUCT 8/12 5,000.00 57 PER LTR DATED 1/13 -3,000.00 58 RETURN DEDUCT 11/12 10,000.00 58 PER LTR DATED 2/13 -10,000.00 59 RETURN DEDUCT 9/12 3,000.00 59 RETURN DEDUCT 10/12 6,000.00 59 -1,000.00 -23,000.00 TOTAL DEDUCTIONS -1,000.00 -43,273.98 PROGRAM CAS145 PAGE 1 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 LOCATION PROGRESS ESTIMATE 03-PLA-65-R12.2/R23.8 ----------------- DE SILVA GATES FCI A JOINT IN PLACER COUNTY NEAR LINCOLN FROM VENTURE OF DE SILVA GATES 0.6 KM NORTH OF TWELVE BRIDGES CONSTRUCTION AND F C I OVERCROSSING TO 1.3 KM SOUTH OF CONSTRUCTORS INC BEAR RIVER P O BOX 2909 DUBLIN CA 94568 FED. AID NO. HPLU-6208(30) ,L-6208(30) ,DEMO- ( ) CONSTRUCT NEW FREEWAY AND BRIDGES ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,000.0000 2,000.00 0.750 1,500 002 TIME-RELATED OVERHEAD WDAY 5,200.0000 4,160,000.00 784.000 4,076,800 003 TEMPORARY FENCE M 10.0000 266,000.00 16,875.260 168,752 (S) 004 TEMPORARY FENCE (TYPE ESA) M 10.0000 34,300.00 4,815.530 48,155 005 TEMPORARY G1 DRAINAGE INLET, M3 3,000.0000 10,500.00 3.450 10,350 (F) FRAME AND GRATE 006 100 MM TEMPORARY CULVERT M 100.0000 4,700.00 48.000 4,800 007 300 MM TEMPORARY CULVERT M 200.0000 9,600.00 17.300 3,460 008 450 MM TEMPORARY FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000 009 450 MM TEMPORARY CULVERT M 300.0000 26,100.00 102.490 30,747 010 TEMPORARY EQUIPMENT ACCESS OVER CREEK LS 750,000.0000 750,000.00 0.970 727,500 011 CONSTRUCTION SITE MANAGEMENT LS 100,000.0000 100,000.00 0.900 90,000 012 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.896 4,480 (S) PREVENTION PLAN 013 TEMPORARY FIBER ROLL M 3.0000 200,400.00 14,614.980 43,844 014 TEMPORARY SILT FENCE M 10.0000 45,500.00 13,545.940 135,459 015 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 138,000.00 44.000 132,000 016 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 98,000.00 29.000 58,000 017 TEMPORARY COVER M2 0.1000 22,700.00 23,315.670 2,331 018 TEMPORARY CHECK DAM (FIBER ROLL) M 6.0000 24,180.00 163.650 981 019 TEMPORARY STRAW BALE BARRIER M 10.0000 45,500.00 4,117.860 41,178 020 MOVE-IN/MOVE-OUT EA 500.0000 7,500.00 13.000 6,500 (S) (TEMPORARY EROSION CONTROL) 021 TEMPORARY DRAINAGE INLET PROTECTION EA 500.0000 10,500.00 53.000 26,500 022 TEMPORARY HYDRAULIC MULCH M2 0.7500 48,525.00 113,861.890 85,396 (S) (BONDED FIBER MATRIX) PROGRAM CAS145 PAGE 2 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 STREET SWEEPING LS 250,000.0000 250,000.00 0.961 240,250 024 MIGRATORY BIRD PROTECTION LS 125,000.0000 125,000.00 1.000 125,000 025 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.822 16,440 (S) 026 TRAFFIC CONTROL SYSTEM LS 460,000.0000 460,000.00 0.980 450,800 (S) 027 TYPE III BARRICADE EA 50.0000 23,500.00 479.000 23,950 (S) 028 TEMPORARY PAVEMENT MARKING M2 35.0000 4,900.00 202.660 7,093 (S) 029 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 37,200.00 58,302.580 58,302 (S) 030 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 23,600.00 363.000 14,520 (S) 031 TRAFFIC PLASTIC DRUMS EA 50.0000 22,500.00 305.000 15,250 (S) 032 TEMPORARY PAVEMENT MARKER EA 4.0000 38,760.00 6,507.000 26,028 (S) 033 TEMPORARY DELINEATOR (CLASS 1) EA 50.0000 1,200.00 0.000 0 (S) 034 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.980 9,800 (S) 035 TEMPORARY RAILING (TYPE K) M 30.0000 348,000.00 4,095.230 122,856 036 TEMPORARY CRASH CUSHION MODULE EA 100.0000 45,000.00 70.000 7,000 037 TEMPORARY CRASH CUSHION (ABSORB 350) EA 4,000.0000 24,000.00 14.000 56,000 038 ABANDON CULVERT M 100.0000 7,100.00 70.600 7,060 039 REMOVE FENCE M 3.0000 68,100.00 20,773.370 62,320 (S) 040 REMOVE METAL BEAM GUARD RAILING M 50.0000 1,400.00 42.640 2,132 (S) 041 REMOVE YELLOW TRAFFIC STRIPE M 3.0000 34,200.00 3,795.310 11,385 (S) 042 REMOVE WHITE TRAFFIC STRIPE M 2.0000 26,800.00 5,385.780 10,771 (S) 043 REMOVE PAVEMENT MARKING M2 40.0000 8,800.00 44.000 1,760 (S) 044 REMOVE PAVEMENT MARKER EA 1.0000 7,370.00 1,383.000 1,383 (S) 045 REMOVE ROADSIDE SIGN EA 50.0000 2,100.00 29.000 1,450 046 REMOVE ROADSIDE SIGN EA 50.0000 250.00 0.000 0 (STRAP AND SADDLE BRACKET METHOD) 047 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000 (S) 048 REMOVE CULVERT M 75.0000 48,000.00 445.980 33,448 049 REMOVE INLET EA 1,000.0000 12,000.00 12.000 12,000 PROGRAM CAS145 PAGE 3 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE HEADWALL EA 1,000.0000 10,000.00 9.000 9,000 051 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 300.0000 600.00 2.000 600 052 REMOVE DETOUR M3 10.0000 309,000.00 25,029.620 250,296 053 RELOCATE ROADSIDE SIGN EA 200.0000 3,000.00 4.000 800 054 ADJUST MANHOLE TO GRADE EA 1,000.0000 3,000.00 4.000 4,000 055 MODIFY SIGN STRUCTURE EA 2,000.0000 6,000.00 3.000 6,000 (S) (SAFETY CABLE RETROFIT) 056 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 28,400.00 17,208.220 34,416 (S) (25 MM MAXIMUM) 057 REMOVE CONCRETE (CURB AND GUTTER) M 10.0000 19,100.00 2,115.970 21,159 058 REMOVE CONCRETE SIDEWALK M2 10.0000 200.00 674.110 6,741 059 BRIDGE REMOVAL LS 50,000.0000 50,000.00 1.000 50,000 060 CLEARING AND GRUBBING LS 620,000.0000 620,000.00 1.000 620,000 061 REMOVE TREES LS 100,000.0000 100,000.00 1.000 100,000 062 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 1.000 20,000 063 ROADWAY EXCAVATION M3 7.5400 15,230,800.00 2,116,904.880 15,961,462 064 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 0.904 1,808 065 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 588,500.00 5,885.000 588,500 (F) 066 STRUCTURE EXCAVATION (TYPE A) M3 450.0000 1,432,800.00 3,184.000 1,432,800 (F) 067 ABUTMENT WATER CONTROL AND LS 120,000.0000 120,000.00 1.000 120,000 FOUNDATION TREATMENT 068 STRUCTURE EXCAVATION (TYPE D) M3 50.0000 73,950.00 1,479.000 73,950 (F) 069 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 48,700.00 974.000 48,700 (F) 070 STRUCTURE BACKFILL (BRIDGE) M3 200.0000 1,110,400.00 5,552.000 1,110,400 (F) 071 STRUCTURE BACKFILL (RETAINING WALL) M3 100.0000 139,600.00 1,396.000 139,600 (F) 072 PERVIOUS BACKFILL MATERIAL M3 250.0000 2,000.00 8.000 2,000 (F) 073 PERVIOUS BACKFILL MATERIAL (RETAINING M3 300.0000 20,100.00 67.000 20,100 (F) WALL) 074 SAND BACKFILL M3 200.0000 1,200.00 5.610 1,122 075 CONCRETE BACKFILL (CLASS 4) M3 300.0000 7,500.00 38.030 11,409 076 GRAVEL PAD M3 130.0000 25,350.00 195.000 25,350 (F) PROGRAM CAS145 PAGE 4 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 DITCH EXCAVATION M3 5.0000 131,000.00 22,200.000 111,000 078 IMPORTED BORROW M3 9.0000 7,902,000.00 888,645.890 7,997,813 079 ROCK BLANKET M2 85.0000 61,200.00 898.540 76,375 080 EROSION CONTROL (BLANKET) M2 2.0000 34,600.00 338.840 677.68 11,325.660 22,651 (S) 081 EROSION CONTROL (DRILL SEED) M2 0.2000 600,000.00 338.840 67.77 1,823,208.460 364,641 (S) 082 EROSION CONTROL (TYPE I) M2 5.0000 52,000.00 338.810 1,694.05 7,430.430 37,152 (S) 083 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 6.000 3,000 (S) 084 100 MM COMBINATION AIR RELEASE EA 9,000.0000 36,000.00 4.000 36,000 (S) VALVE AND VACUUM UNIT 085 150 MM DUCTILE IRON PIPE M 300.0000 48,000.00 142.690 42,807 (S) (PURPLE WRAPPED) 086 200 MM BITUMINOUS COATED STEEL PIPE M 200.0000 86,000.00 388.490 77,698 (S) CONDUIT (1.63 MM THICK) 087 CLASS 2 AGGREGATE SUBBASE M3 30.0000 5,340,000.00 194,204.590 5,826,137 088 CLASS 2 AGGREGATE BASE M3 42.0000 9,534,000.00 224,818.990 9,442,397 089 SLURRY SEAL TONN 200.0000 46,000.00 210.450 42,090 090 ASPHALT CONCRETE TONN 85.0000 14,790,000.00 528.860 44,953.10 177,772.760 15,110,684 091 ASPHALT CONCRETE (OPEN GRADED) TONN 115.0000 51,750.00 0.000 0 092 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 115.0000 6,060,500.00 51,000.510 5,865,058 093 PLACE ASPHALT CONCRETE OVERSIDE DRAIN M2 50.0000 11,000.00 127.760 6,388 094 PLACE ASPHALT CONCRETE (TEXTURED PAVING) M2 40.0000 83,600.00 3,920.480 156,819 095 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 8.0000 2,160.00 11.200 89 096 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 8.0000 7,200.00 706.000 5,648 097 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 8.0000 1,040.00 8.000 64 098 CENTERLINE RUMBLE STRIP M 1.0000 20,900.00 11,396.700 11,396 (AC, GROUND-IN INDENTATIONS) 099 SHOULDER RUMBLE STRIP M 1.0000 19,500.00 11,104.000 11,104 (AC, GROUND-IN INDENTATIONS) 100 ASPHALTIC EMULSION (PAINT BINDER) TONN 1.0000 410.00 113.620 113 101 CONCRETE PAVEMENT M3 400.0000 20,800.00 49.000 19,600 102 FURNISH STEEL PILING (HP 250 X 62) M 130.0000 326,040.00 2,523.000 327,990 103 DRIVE STEEL PILE (HP 250 X 62) EA 800.0000 157,600.00 198.000 158,400 (S) PROGRAM CAS145 PAGE 5 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 FURNISH STEEL PILING (HP 250 X 85) M 155.0000 1,991,285.00 12,847.000 1,991,285 105 DRIVE STEEL PILE (HP 250 X 85) EA 800.0000 638,400.00 798.000 638,400 (S) 106 FURNISH STEEL PILING (HP 310 X 110) M 210.0000 495,810.00 2,361.000 495,810 107 DRIVE STEEL PILE (HP 310 X 110) EA 800.0000 115,200.00 144.000 115,200 (S) 108 FURNISH STEEL PILING (HP 360 X 132) M 270.0000 346,680.00 1,284.000 346,680 109 DRIVE STEEL PILE (HP 360 X 132) EA 800.0000 73,600.00 92.000 73,600 (S) 110 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 180.0000 1,746,000.00 9,700.000 1,746,000 (S) PILING 111 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 112 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 140,400.00 117.000 140,400 (S) PILING 113 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 2,800.0000 215,600.00 77.000 215,600 (S) PILING 114 PRESTRESSING CAST-IN-PLACE CONCRETE LS 930,000.0000 930,000.00 1.000 930,000 (S) 115 SEAL COURSE CONCRETE M3 400.0000 236,000.00 0.000 0 116 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 1,267,750.00 2,305.000 1,267,750 (F) 117 STRUCTURAL CONCRETE, BRIDGE M3 887.0000 13,350,237.00 3.800 3,370.60 15,054.000 13,352,898 (F) 118 STRUCTURAL CONCRETE, RETAINING WALL M3 750.0000 373,500.00 8.000 6,000.00 578.000 433,500 (F) 119 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,300.0000 93,600.00 72.000 93,600 (F) (TYPE EQ) 120 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 804,000.00 1,005.000 804,000 (F) (TYPE N) 121 CLASS 1 CONCRETE (BOX CULVERT) M3 1,055.0000 1,413,700.00 1,340.000 1,413,700 (F) 122 MINOR CONCRETE (MINOR STRUCTURE) M3 1,250.0000 572,500.00 463.070 578,837 (F) 123 MINOR CONCRETE (PILE CAP) M3 1,500.0000 477,000.00 318.000 477,000 (F) 124 BRICK TEXTURE M2 80.0000 58,960.00 737.000 58,960 (F) 125 SOUND WALL (MASONRY BLOCK) M2 220.0000 3,221,680.00 732.500 161,150.00 14,644.000 3,221,680 (SF) 126 JOINT SEAL (MR 30 MM) M 160.0000 10,880.00 68.000 10,880 (S) 127 JOINT SEAL ASSEMBLY (MR 70 MM) M 700.0000 43,400.00 62.000 43,400 (S) 128 JOINT SEAL ASSEMBLY (MR 80 MM) M 700.0000 81,900.00 117.000 81,900 (S) 129 JOINT SEAL (MR 40 MM) M 200.0000 43,200.00 216.000 43,200 (S) 130 JOINT SEAL (MR 50 MM) M 300.0000 46,800.00 156.000 46,800 (S) PROGRAM CAS145 PAGE 6 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 BAR REINFORCING STEEL (BRIDGE) KG 2.3000 5,421,629.00 2,357,610.000 5,422,503 (SF) 132 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 83,720.00 44,774.000 102,980 (SF) 133 BAR REINFORCING STEEL (BOX CULVERT) KG 2.3000 353,717.00 153,790.000 353,717 (SF) 134 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 12.0000 63,888.00 5,324.000 63,888 (F) WITH WALKWAY) 135 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 3.0000 15,972.00 5,324.000 15,972 (SF)WITH WALKWAY) 136 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 12.0000 37,236.00 3,103.000 37,236 (F) 137 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 3.0000 9,309.00 3,103.000 9,309 (SF) 138 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,237,159.00 112,799.000 1,240,789 (F) 139 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 111,928.00 112,258.000 112,258 (SF) 140 760 MM CAST-IN-DRILLED-HOLE M 2,000.0000 8,000.00 4.000 8,000 (S) CONCRETE PILE (SIGN FOUNDATION) 141 914 MM CAST-IN-DRILLED-HOLE M 2,000.0000 10,000.00 5.000 10,000 (S) CONCRETE PILE (SIGN FOUNDATION) 142 1372 MM CAST-IN-DRILLED-HOLE M 3,500.0000 101,500.00 29.300 102,550 (S) CONCRETE PILE (SIGN FOUNDATION) 143 1524 MM CAST-IN-DRILLED-HOLE M 3,800.0000 269,800.00 77.700 295,260 (S) CONCRETE PILE (SIGN FOUNDATION) 144 ROADSIDE SIGN - ONE POST EA 200.0000 36,000.00 9.000 1,800.00 143.000 28,600 145 ROADSIDE SIGN - TWO POST EA 400.0000 15,200.00 35.000 14,000 146 ROADSIDE SIGN (SOUNDWALL MOUNTED) KG 15.0000 5,400.00 360.000 5,400 (F) 147 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 5,100.00 2.000 150.00 45.000 3,375 METHOD) 148 INSTALL SIGN OVERLAY M2 500.0000 2,000.00 3.260 1,630 149 INSTALL SIGN PANEL ON EXISTING FRAME M2 250.0000 3,250.00 12.460 3,115 150 PREPARE AND PAINT CONCRETE M2 55.0000 377,905.00 6,871.000 377,905 (S) 151 300 MM ALTERNATIVE PIPE CULVERT M 360.0000 35,640.00 76.500 27,540 152 450 MM ALTERNATIVE PIPE CULVERT M 360.0000 68,400.00 164.800 59,328 153 600 MM ALTERNATIVE PIPE CULVERT M 375.0000 29,625.00 102.640 38,490 154 200 MM HDPE PIPE M 250.0000 30,000.00 118.850 29,712 155 450 MM REINFORCED CONCRETE PIPE M 260.0000 184,600.00 781.368 203,155 (CLASS IV) 156 600 MM REINFORCED CONCRETE PIPE M 265.0000 368,350.00 1,300.350 344,592 (CLASS IV) 157 750 MM REINFORCED CONCRETE PIPE M 300.0000 81,000.00 260.990 78,297 (CLASS IV) PROGRAM CAS145 PAGE 7 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 900 MM REINFORCED CONCRETE PIPE M 360.0000 237,600.00 667.760 240,393 (CLASS IV) 159 300 MM CORRUGATED STEEL PIPE M 250.0000 15,500.00 184.920 46,230 (2.01 MM THICK) 160 450 MM CORRUGATED STEEL PIPE M 300.0000 13,800.00 37.800 11,340 (2.77 MM THICK) 161 600 MM CORRUGATED STEEL PIPE M 350.0000 52,500.00 157.400 55,090 (2.77 MM THICK) 162 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 225.0000 3,600.00 42.300 9,517 (2.01 MM THICK) 163 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 250.0000 14,750.00 58.800 14,700 (2.77 MM THICK) 164 450 MM ANCHOR ASSEMBLY EA 500.0000 2,000.00 5.000 2,500 165 600 MM CORRUGATED STEEL PIPE ENERGY EA 1,000.0000 2,000.00 2.000 2,000 DISSIPATOR (1.63 MM THICK) 166 600 MM ANCHOR ASSEMBLY EA 600.0000 2,400.00 2.000 1,200 (FOR ENERGY DISSIPATOR) 167 300 MM DISCHARGE PIPE RISER EA 1,000.0000 38,000.00 37.000 37,000 (2.01 MM THICK) 168 250 MM WELDED STEEL PIPE CASING M 600.0000 72,000.00 24.000 14,400 (BRIDGE) (6 MM THICK) 169 300 MM WELDED STEEL PIPE CASING M 400.0000 74,000.00 185.000 74,000 (BRIDGE) (6 MM THICK) 170 400 MM WELDED STEEL PIPE CASING M 550.0000 407,550.00 481.000 264,550 (BRIDGE) (6 MM THICK) 171 150 MM RECYCLED WATER LINE M 200.0000 57,200.00 286.000 57,200 172 450 MM STEEL FLARED END SECTION EA 400.0000 2,400.00 8.000 3,200 173 450 MM CONCRETE FLARED END SECTION EA 650.0000 8,450.00 15.000 9,750 174 600 MM CONCRETE FLARED END SECTION EA 700.0000 28,700.00 39.000 27,300 175 750 MM CONCRETE FLARED END SECTION EA 850.0000 5,100.00 6.000 5,100 176 900 MM CONCRETE FLARED END SECTION EA 1,500.0000 36,000.00 24.000 36,000 177 300 MM ALTERNATIVE FLARED END SECTION EA 350.0000 3,500.00 14.000 4,900 178 200 MM HDPE FLARED END SECTION EA 325.0000 12,350.00 0.000 0 179 450 MM ALTERNATIVE FLARED END SECTION EA 450.0000 3,600.00 7.000 3,150 180 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,500.00 3.000 1,500 181 600 MM FLAPGATE EA 2,000.0000 12,000.00 6.000 12,000 182 ROCK SLOPE PROTECTION M3 85.0000 1,530,000.00 17,981.130 1,528,396 (1/4 TON, METHOD B) 183 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 85.0000 402,050.00 3,876.180 329,475 184 ROCK SLOPE PROTECTION M3 120.0000 118,800.00 1,550.750 186,090 (FACING, METHOD B) PROGRAM CAS145 PAGE 8 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 185 ROCK SLOPE PROTECTION M3 170.0000 144,500.00 846.030 143,825 (BACKING NO. 3, METHOD B) 186 SLOPE PAVING (CONCRETE) (BRICK TEXTURE) M3 1,000.0000 425,000.00 439.000 439,000 (F) 187 ROCK SLOPE PROTECTION FABRIC M2 1.0000 35,500.00 18,469.100 18,469 188 MINOR CONCRETE (CURB AND GUTTER) M3 500.0000 195,000.00 522.157 261,078 189 MINOR CONCRETE (SIDEWALK) M3 300.0000 117,000.00 318.588 95,576 190 MINOR CONCRETE (STAMPED STONE PATTERN) M3 800.0000 44,000.00 0.000 0 191 MINOR CONCRETE (CURB RAMP) M3 500.0000 27,000.00 50.940 25,470 192 MISCELLANEOUS IRON AND STEEL KG 4.0000 62,000.00 13,924.000 55,696 (SF) 193 MISCELLANEOUS METAL (BRIDGE) KG 13.0000 219,245.00 16,865.000 219,245 (SF) 194 FENCE (TYPE WM, METAL POST) M 20.0000 36,000.00 13,729.072 274,581 (S) 195 CHAIN LINK FENCE (TYPE CL-1.2) M 40.0000 100,400.00 2,949.780 117,991 (S) 196 CHAIN LINK FENCE (TYPE CL-1.8) M 35.0000 1,494,500.00 26,260.373 919,113 (S) 197 WROUGHT IRON FENCE M 200.0000 100,000.00 0.000 0 (S) 198 3.0 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 26,000.00 18.000 18,000 (S) 199 4.3 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,500.0000 3,000.00 7.000 10,500 (S) 200 6.1 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 2,000.00 6.000 12,000 (S) 201 SOUND WALL DELINEATOR EA 50.0000 500.00 14.000 700 202 DELINEATOR (CLASS 1) EA 50.0000 12,500.00 251.000 12,550 203 CONCRETE BARRIER DELINEATOR (400 MM) EA 50.0000 100.00 0.000 0 204 HIGHWAY POST MARKER EA 50.0000 2,750.00 54.000 2,700 205 MARKER (CULVERT) EA 50.0000 3,750.00 0.000 0 206 OBJECT MARKER (TYPE P) EA 50.0000 400.00 4.000 200 207 OBJECT MARKER (TYPE K-1) EA 50.0000 1,050.00 15.000 750 208 OBJECT MARKER (TYPE L-1) EA 50.0000 2,050.00 38.000 1,900 209 METAL BEAM GUARD RAILING M 100.0000 67,000.00 568.350 56,835 (S) (1.83 M WOOD POST) 210 METAL BEAM GUARD RAILING M 125.0000 9,500.00 212.800 26,600 (S) (2.1 M WOOD POST) 211 WEED CONTROL MAT (FIBER) M2 40.0000 100,800.00 34.430 1,377.20 1,662.180 66,487 (S) PROGRAM CAS145 PAGE 9 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 212 CHAIN LINK RAILING (TYPE 6) M 250.0000 91,250.00 365.000 91,250 (SF) 213 CHAIN LINK RAILING (TYPE 6 MODIFIED) M 250.0000 100,000.00 400.000 100,000 (SF) 214 CONCRETE BARRIER (TYPE 26 MODIFIED) M 425.0000 76,500.00 180.000 76,500 (F) 215 DOUBLE METAL BEAM GUARD RAILING M 100.0000 63,000.00 622.740 62,274 (S) (WOOD POST) 216 CABLE RAILING M 80.0000 16,000.00 193.760 15,500 (S) 217 TRANSITION RAILING (TYPE WB) EA 3,000.0000 126,000.00 31.000 93,000 (S) 218 END CAP (TYPE A) EA 100.0000 2,000.00 2.000 200 (S) 219 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 17,400.00 12.000 7,200 (S) 220 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 84,000.00 28.000 56,000 (S) 221 CRASH CUSHION, SAND FILLED EA 4,000.0000 56,000.00 0.000 0 (S) 222 CONCRETE BARRIER (TYPE 736 MODIFIED) M 230.0000 748,650.00 3,255.000 748,650 (F) 223 CONCRETE BARRIER (TYPE 736SV) M 575.0000 1,322,500.00 2,300.000 1,322,500 224 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 68,000.00 1,222.060 48,882 (S) 225 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6000 73,200.00 85,987.160 51,592 (S) 226 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,400.00 1,116.000 1,116 (S) 227 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 24,900.00 6,579.900 19,739 (S) 228 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,800.00 1,449.000 2,898 (S) (BROKEN 3.66 M - 0.92 M) 229 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 320.00 202.000 202 (S) (BROKEN 1.83 M - 0.30 M) 230 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 130.00 126.050 126 (S) (BROKEN 3.66 M - 0.92 M) 231 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 21,000.00 15,202.000 15,202 (S) (BROKEN 10.98 M - 3.66 M) 232 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 5,600.00 4,530.000 4,530 (S) (BROKEN 5.18 M - 2.14 M) 233 PAINT PAVEMENT MARKING (2-COAT) M2 60.0000 7,200.00 0.000 0 (S) 234 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 3,400.00 6,542.000 13,084 (S) 235 PAVEMENT MARKER (RETROREFLECTIVE) EA 4.0000 42,800.00 7,685.000 30,740 (S) 236 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.000 0 (S) SYSTEM ELEMENTS DURING CONSTRUCTION 237 BATTERY BACKUP SYSTEM LS 25,000.0000 25,000.00 0.857 21,425 (S) 238 SIGNAL AND LIGHTING (LOCATION 1) LS 100,000.0000 100,000.00 0.901 90,100 (S) PROGRAM CAS145 PAGE 10 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 239 SIGNAL AND LIGHTING (LOCATION 2) LS 100,000.0000 100,000.00 1.000 100,000 (S) 240 SIGNAL AND LIGHTING (LOCATION 3) LS 100,000.0000 100,000.00 1.000 100,000 (S) 241 SIGNAL AND LIGHTING (LOCATION 4) LS 150,000.0000 150,000.00 1.000 150,000 (S) 242 SIGNAL AND LIGHTING (LOCATION 5) LS 400,000.0000 400,000.00 1.000 400,000 (S) 243 SIGNAL AND LIGHTING (LOCATION 6) LS 300,000.0000 300,000.00 1.000 300,000 (S) 244 SIGNAL AND LIGHTING (LOCATION 7) LS 300,000.0000 300,000.00 1.000 300,000 (S) 245 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 50,000.0000 50,000.00 0.900 45,000 (S) 246 LIGHTING LS 100,000.0000 100,000.00 0.050 5,000.00 1.000 100,000 (S) 247 LIGHTING (CITY STREET) LS 25,000.0000 25,000.00 1.000 25,000 (S) 248 LIGHTING (STAGE CONSTRUCTION) LS 200,000.0000 200,000.00 1.000 200,000 (S) 249 LIGHTING AND SIGN ILLUMINATION LS 400,000.0000 400,000.00 1.000 400,000 (S) 250 SIGN ILLUMINATION LS 50,000.0000 50,000.00 1.000 50,000 (S) 251 CHANGEABLE MESSAGE SIGN SYSTEM LS 10,000.0000 10,000.00 1.000 10,000 (S) 252 INTERCONNECTION CONDUIT AND CABLE LS 25,000.0000 25,000.00 0.950 23,750 (S) 253 COMMUNICATION CONDUIT (BRIDGE) LS 125,000.0000 125,000.00 1.000 125,000 (SF) 254 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.582 29,100 (S) (LOCATION 1) 255 CLOSED CIRCUIT TELEVISION SYSTEM LS 50,000.0000 50,000.00 0.590 29,500 (S) (LOCATION 2) 256 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.615 15,375 (S) (LOCATION 3) 257 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.639 15,975 (S) (LOCATION 4) 258 CLOSED CIRCUIT TELEVISION SYSTEM LS 25,000.0000 25,000.00 0.656 16,400 (S) (LOCATION 5) 259 RAMP METERING SYSTEM (LOCATION 1) LS 75,000.0000 75,000.00 0.600 45,000 (S) 260 RAMP METERING SYSTEM (LOCATION 2) LS 25,000.0000 25,000.00 1.000 25,000 (S) 261 RAMP METERING SYSTEM (LOCATION 3) LS 25,000.0000 25,000.00 1.000 25,000 (S) 262 MODIFY SIGNAL AND LIGHTING LS 25,000.0000 25,000.00 0.950 23,750 (S) 263 WIRELESS COMMUNICATIONS SYSTEM LS 75,000.0000 75,000.00 0.107 8,025 (S) 264 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 265 FURNISH STEEL PILING (HP 360 X 174) M 370.0000 357,420.00 966.000 357,420 PROGRAM CAS145 PAGE 11 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 266 DRIVE STEEL PILE (HP 360 X 174) EA 800.0000 51,200.00 64.000 51,200 PROGRAM CAS145 PAGE 12 DATE 02/22/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3338U4 TIME 10:49 AM ESTIMATE NO. 59 BID OPENING 05/21/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/13 R.E. NAME: BEREXA, CARL DATE OF THIS ESTIMATE 02/22/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 226,240.40 122,646,216.70 ADJUSTMENT OF COMPENSATION 106,604.63 1,396,134.27 EXTRA WORK 256,509.46 13,059,677.48 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 589,354.49 137,102,028.45 267 MOBILIZATION LS 13,700,000.0000 13,700,000.00 1.000 13,700,000 ORIGINAL CONTRACT AMOUNT 137,136,260.00 TOTAL WORK COMPLETED 589,354.49 150,802,028.45 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -1,000.00 -43,273.98 TOTAL 588,354.49 150,758,754.47 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 07/02/08 800 09/02/08 08/26/08 05/29/13 782 333 50 0 97% 92% PROGRESS IS SATISFACTORY BEREXA, CARL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/22/13