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 02/15/13 EST. NO.17 TIME 11:24 AM R.E. NAME: HSU, PAUL 11-091834 --------------------------------------------------------------------------- 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 0052 1,105.13 E.W. @ F.A.(+) 120211 N 0253.0 0082 168.27 060711 N 0379.8 005 0023 332.81 E.W. @ F.A.(+) 111011 N 0301.9 007 0010 1,154.65 A.C. @ U.P.(+) 011512 N NA0010 008 0035 2,664.16 E.W. @ F.A.(+) 120911 N 0185.3 0049 1,359.85 071111 N 0025.1 0050 542.82 112311 N 0269.1 0051 120.89 071111 N 0382.8 0052 1,488.52 110911 N 0464.0 0053 22,134.32 061111 N 0089.2 009 0094 443.85 E.W. @ F.A.(+) 061311 N 0059.8 0095 577.50 061411 N 0060.8 0097 888.25 061111 N 0089.8 0098 2,131.81 111911 N 0267.8 0099 14,031.86 120911 N 0495.0 014 0064 1,628.68 E.W. @ F.A.(+) 051012 N 0465.0 0065 2,338.96 051112 N 0466.0 0066 1,628.68 051412 N 0467.0 0068 2,504.24 051612 N 0469.0 0069 1,393.41 051712 N 0470.0 0070 3,071.07 052212 N 0473.0 0071 3,738.96 052312 N 0474.0 0072 2,959.99 052412 N 0475.0 0073 4,330.90 052512 N 0476.0 0074 1,881.58 052912 N 0477.0 0075 3,370.66 053012 N 0478.0 0076 3,583.59 053112 N 0479.0 0077 4,793.89 060112 N 0480.0 0078 5,261.27 060412 N 0481.0 0079 3,125.84 051812 N 0471.0 0080 1,566.80 052112 N 0472.0 0081 235.18 060512 N 0482.0 0082 235.18 060612 N 0483.0 0083 2,244.24 060812 N 0484.0 0084 1,203.94 061112 N 0485.0 0085 2,860.86 091411 N 0486.0 0086 2,860.86 091511 N 0487.0 0087 1,057.78 091611 N 0488.0 0088 1,179.89 092011 N 0489.0 0089 3,377.98 092111 N 0490.0 0090 2,966.61 092211 N 0491.0 0091 3,037.06 092311 N 0492.0 015 0011 8,940.48 E.W. @ F.A.(+) 072511 N 0084.1 0012 429.88 091311 N 0294.8 0013 124.71 012512 N 0418.8 016 0034 158.70 E.W. @ F.A.(+) 013112 N 0215.0 0035 729.36 031312 N 0330.2 0036 1,901.22 031312 N 0331.2 0037 726.26 032312 N 0336.2 0038 2,028.89 013012 N 0420.8 0039 1,608.09 022912 N 0504.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 02/15/13 EST. NO.17 TIME 11:24 AM R.E. NAME: HSU, PAUL 11-091834 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0040 2,603.27 030112 N 0505.0 0041 2,331.01 022812 N 0506.0 0042 2,434.01 030212 N 0507.0 0043 2,276.41 030512 N 0508.0 0044 4,883.02 030712 N 0509.0 0045 260.00 040312 N 0519.0 0047 2,302.33 E.W. @ U.P (+) 011512 N NA0047 018 0024 375.58 E.W. @ F.A.(+) 042512 N 0368.1 0026 125.31 011212 N 0411.8 020 0028 1,634.20 E.W. @ F.A.(+) 020312 N 0421.8 0029 6,790.68 021712 N 0428.8 0030 748.59 010912 N 0496.0 0031 914.44 020312 N 0497.0 0032 2,461.66 021412 N 0498.0 0033 2,493.51 030212 N 0499.0 021 0032 1,535.20 E.W. @ F.A.(+) 021012 N 0242.8 022 0017 706.91 E.W. @ F.A.(+) 040212 N 0456.8 0018 509.32 040512 N 0457.8 0019 989.39 040612 N 0458.8 0020 576.60 052112 N 0511.0 0021 1,261.95 060612 N 0513.0 0022 4,314.01 120711 N 0514.0 0023 4,162.21 120811 N 0515.0 0024 4,162.21 120911 N 0516.0 0026 9,262.15 121011 N 0517.0 0027 2,503.35 052112 N 0512.0 0028 3,963.75 040712 N 0510.0 023 0010 666.40 E.W. @ F.A.(+) 020212 N 0501.0 0011 666.40 030512 N 0502.0 0012 666.40 030612 N 0503.0 024 0018 1,162.00 E.W. @ F.A.(+) 020712 N 0422.8 0019 435.47 041912 N 0520.0 0020 1,753.62 042012 N 0521.0 0021 1,658.02 042312 N 0522.0 0022 1,798.29 050812 N 0523.0 0023 3,354.19 050912 N 0524.0 0024 1,363.19 051012 N 0525.0 028 0002 33,253.76 A.C. @ L.S.(+) 011512 N NA0002 029 0001 -10,885.60 A.C. @ L.S.(-) 062012 N 1000 0 236,703.59 TOTAL THIS ESTIMATE 1,357,810.64 TOTAL PREVIOUS ESTIMATE 1,594,514.23 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 02/15/13 EST. NO.17 TIME 11:24 AM R.E. NAME: HSU, PAUL 11-091834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CONCRETE PAVEMNT DEF -2,532.60 03 FAILING CURE COMP TE -3,248.85 03 CONC PAVE DEPTH DEF -7,295.34 07 ADD. HMA MIX DESIGN -3,000.00 11 FAILING A/C STAB.TES -864.00 11 CEM 4401 -10,000.00 15 HALF PCC THICKNESS 3,647.67 17 RECD CEM-4401 10,000.00 17 13,647.67 -13,293.12 LABOR COMPLIANCE VIOLATION DEL JUN 11 CPR -5,000.00 02 DEL JUL 2011 CPRS -10,000.00 03 PRTL JUNE 2011 CPRS 3,000.00 03 DEL AUGUST CPR -8,000.00 05 DEL SEPT 11 CPR -9,000.00 06 DEL OCT 11 DEL -8,000.00 07 PRTL AUG 11 DEL 6,000.00 07 PRTL JUN 11 DEL 1,000.00 07 PRTL SEPT 11 DEL 5,000.00 07 RECD JULY 11 DEL 10,000.00 07 DEL NOV 11 CPR -5,000.00 08 PRTL OCT 11 DEL 2,000.00 08 DEL DEC 11 CPR -10,000.00 09 PRTL AUG 11 DEL 1,000.00 09 PRTL NOV 11 DEL 4,000.00 09 PRTL OCT 11 DEL 3,000.00 09 PRTL SEPT 11 DEL 2,000.00 09 DEL JAN 12 CPR -6,000.00 10 PRTL DEC 11 DEL 6,000.00 10 DEL FEB 12 CPR -5,000.00 11 PRTL DEC 11 DEL 3,000.00 11 PRTL JAN 12 DEL 5,000.00 11 PRTL OCT 11 DEL 2,000.00 11 RECD AUG 11 DEL 1,000.00 11 RECD JUNE 11 DEL 1,000.00 11 RECD NOV 11 DEL 1,000.00 11 RECD SEPT 11 DEL 2,000.00 11 DEL MAR 12 CPR -5,000.00 12 PRTL FEB 12 DEL 3,000.00 12 RECD OCT 11 DEL 1,000.00 12 DEL APR 12 CPR -4,000.00 13 PRTL MAR 12 DEL 3,000.00 13 DEL MAY 12 CPR -1,000.00 14 PRTL APR 12 DEL 3,000.00 14 PRTL FEB 12 DEL 1,000.00 16 RECD DEC 11 DEL 1,000.00 16 RECD JAN 12 DEL 1,000.00 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 02/15/13 EST. NO.17 TIME 11:24 AM R.E. NAME: HSU, PAUL 11-091834 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- PRTL APR 12 DEL 1,000.00 17 PRTL FEB 12 DEL 1,000.00 17 PRTL MAR 12 DEL 2,000.00 17 RECD MAY 12 DEL 1,000.00 17 5,000.00 0.00 OTHER OUTSTANDING DOCUMENTS 2402(F) & 2403(F) -10,000.00 15 RECD 2402(F) 2403(F) 10,000.00 17 10,000.00 0.00 TOTAL DEDUCTIONS 28,647.67 -13,293.12 PROGRAM CAS145 PAGE 1 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 LOCATION FINAL ESTIMATE 11-SD-905-R5.2/R6.1 -------------- FLATIRON CONSTRUCTION CORP IN SAN DIEGO COUNTY IN SAN DIEGO 1770 LA COSTA MEADOW DR ON RTE 905 FR 0.1 KM E TO 1.5 KM E SAN MARCOS, CA 92078 OF RTE 905/805 SEP AND ON RTE 805 FR 0.2 KM N OF RTE 905/805 SEP TO 0.5 KM S OF PALM AVE OC FED. AID NO. SRRA-A905(20)N CONSTRUCT NEW FREEWAY (PHASE 2) ------------------------------------------------------------------------------------------------------------------------------------ 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 6,000.0000 6,000.00 0.750 4,500 002 TIME-RELATED OVERHEAD LS 420,000.0000 420,000.00 1.000 420,000 003 JACKING SUPERSTRUCTURE LS 36,000.0000 36,000.00 1.000 36,000 004 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 11,400.00 0.000 0 005 CONSTRUCTION SITE MANAGEMENT LS 23,000.0000 23,000.00 1.000 23,000 006 PREPARE STORM WATER POLLUTION LS 4,400.0000 4,400.00 1.000 4,400 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 7.0000 48,160.00 3,727.100 26,089 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 40,000.00 12.000 24,000 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 51,000.00 9.000 27,000 010 TEMPORARY CHECK DAM M 13.0000 1,950.00 286.000 3,718 011 MOVE-IN/MOVE-OUT EA 500.0000 4,000.00 1.000 500.00 4.000 2,000 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 10,150.00 22.000 7,700 013 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 1.000 5,000 015 TEMPORARY HYDRAULIC MULCH M2 0.3000 33,600.00 70,472.000 21,141 016 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 1.000 500 017 STORM WATER ANNUAL REPORT EA 1,000.0000 2,000.00 0.000 0 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 4,950.00 0.000 0 019 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.100 1,400.00 1.000 14,000 020 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000 021 TYPE III BARRICADE EA 125.0000 375.00 3.000 375 022 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,065.00 95.550 3,344 PROGRAM CAS145 PAGE 2 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 34,200.00 33,087.000 33,087 024 TRAFFIC PLASTIC DRUM EA 10.0000 1,900.00 190.000 1,900 025 TEMPORARY PAVEMENT MARKER EA 4.0000 4,320.00 3,525.000 14,100 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,000.0000 20,000.00 10.000 20,000 027 TEMPORARY RAILING (TYPE K) M 14.0000 127,260.00 8,468.000 118,552 028 TEMPORARY CRASH CUSHION MODULE EA 225.0000 54,000.00 215.000 48,375 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 4,920.00 0.000 0 (HAZARDOUS WASTE) 030 REMOVE FENCE M 15.0000 4,350.00 112.000 1,680.00 292.000 4,380 031 REMOVE METAL BEAM GUARD RAILING M 35.0000 1,995.00 162.700 5,694 032 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 35,520.00 28,046.000 33,655 033 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 1,475.00 31.200 780 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 1,476.00 0.000 0 035 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 600.00 17.550 438 036 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 6,500.00 0.000 0 MARKING 037 REMOVE CHANNELIZERS EA 5.0000 310.00 0.000 0 038 REMOVE ROADSIDE SIGN EA 200.0000 4,000.00 18.000 3,600 039 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000 040 REMOVE CULVERT M 80.0000 1,440.00 52.000 4,160 041 REMOVE RISER M 105.0000 157.50 6.000 630 042 REMOVE INLET EA 700.0000 4,200.00 8.000 5,600 043 REMOVE HEADWALL EA 600.0000 1,200.00 2.000 1,200 044 REMOVE SLOPE PAVING LS 12,000.0000 12,000.00 1.000 12,000 045 REMOVE CONCRETE PAVEMENT M2 20.0000 160,200.00 8,116.580 162,331 046 RESET ROADSIDE SIGN EA 250.0000 250.00 1.000 250 047 ADJUST RISER EA 1,000.0000 5,000.00 3.000 3,000 048 MODIFY SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000 049 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.2000 28,476.00 0.000 0 PROGRAM CAS145 PAGE 3 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) M3 68.0000 1,156.00 18.580 1,263 051 CAP RISER EA 1,200.0000 3,600.00 6.000 7,200 052 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 1.000 20,000 053 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000 054 DEVELOP WATER SUPPLY LS 21,000.0000 21,000.00 1.000 21,000 055 ROADWAY EXCAVATION M3 15.5000 733,150.00 48,948.730 758,705 056 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500 057 SLOPE REPAIR M2 3.1000 31,930.00 0.000 0 058 STRUCTURE EXCAVATION (BRIDGE) M3 85.0000 6,800.00 80.000 6,800 (F) 059 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 7,500.00 50.000 7,500 (F) 060 DITCH EXCAVATION M3 12.0000 2,760.00 0.000 0 061 HIGHWAY PLANTING LS 99,000.0000 99,000.00 1.000 99,000 062 IMPORTED TOPSOIL M3 5.0000 49,400.00 0.000 0 063 EROSION CONTROL (COMPOST BLANKET) M3 40.0000 44,800.00 160.470 6,418.80 875.470 35,018 064 CHECK DAM (EROSION CONTROL) M 12.0000 2,880.00 289.500 3,474.00 289.500 3,474 065 DRAINAGE INLET PROTECTION EA 375.0000 3,000.00 5.000 1,875 (EROSION CONTROL) 066 FIBER ROLLS M 6.5000 80,600.00 -289.500 -1,881.75 3,136.780 20,389 067 COMPOST (INCORPORATE) M2 0.7500 7,725.00 0.000 0 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 3.000 1,500 069 EROSION CONTROL (HYDROSEED) M2 0.5000 5,150.00 403.000 201 070 ROLLED EROSION CONTROL PRODUCT M2 1.6000 20,000.00 0.000 0 (JUTE MESH) 071 EROSION CONTROL HA 8,000.0000 64,000.00 6.960 55,680 (POLYMER STABILIZED FIBER MATRIX) 072 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 1.000 12,000 073 IRRIGATION SYSTEM LS 430,000.0000 430,000.00 1.000 430,000 074 WATER METER EA 35,000.0000 70,000.00 2.000 70,000 075 200 MM CORRUGATED HIGH DENSITY M 145.0000 11,310.00 78.000 11,310 POLYETHYLENE PIPE CONDUIT 076 EXTEND 200 MM CONDUIT M 725.0000 39,875.00 42.600 30,885 PROGRAM CAS145 PAGE 4 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 077 FINISHING ROADWAY LS 17,000.0000 17,000.00 1.000 17,000 078 CLASS 4 AGGREGATE SUBBASE M3 23.0000 109,020.00 10,609.330 244,014 079 CLASS 2 AGGREGATE BASE M3 40.0000 564,000.00 12,614.770 504,590 080 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,300.0000 14,300.00 0.000 0 081 HOT MIX ASPHALT (TYPE A) TONN 82.0000 1,861,400.00 131.900 10,815.80 21,825.560 1,789,695 082 PLACE HOT MIX ASPHALT DIKE M 5.0000 18,750.00 6,155.490 30,777 083 PLACE HOT MIX ASPHALT M2 50.0000 10,500.00 0.000 0 (MISCELLANEOUS AREA) 084 TACK COAT TONN 550.0000 9,350.00 16.061 8,833 085 CONCRETE PAVEMENT M3 196.0000 2,136,400.00 10,047.000 1,969,212 086 REPLACE CONCRETE PAVEMENT M3 900.0000 63,900.00 106.200 95,580 (RAPID STRENGTH CONCRETE) 087 SEAL PAVEMENT JOINT M 7.5000 114,000.00 9,093.900 68,204 088 SEAL LONGITUDINAL ISOLATION JOINT M 60.0000 142,200.00 3,011.500 180,690 089 GRIND EXISTING CONCRETE M2 6.4000 63,168.00 3,363.000 21,523 PAVEMENT 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 24,000.0000 24,000.00 1.000 24,000 091 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 5,500.00 10.000 5,500 (F) 092 STRUCTURAL CONCRETE, BRIDGE M3 925.0000 129,500.00 140.000 129,500 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 20,000.00 20.000 20,000 (F) (TYPE N) 094 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 18,000.00 22.000 22,000 (TYPE R) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 70,200.00 39.000 70,200 (F) 096 EPOXY SEALANT (PIEZO SENSOR) LS 14,000.0000 14,000.00 1.000 14,000.00 1.000 14,000 097 JOINT SEAL (MR 15 MM) M 175.0000 2,625.00 13.650 2,388 098 BAR REINFORCING STEEL (BRIDGE) KG 2.2500 47,250.00 21,000.000 47,250 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) KG 8.7000 410,596.50 47,195.000 410,596 (F) 100 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 13,995.00 46,650.000 13,995 (F) 101 FURNISH LAMINATED PANEL SIGN M2 200.0000 36,000.00 171.860 34,372 (25.4 MM-TYPE A) 102 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 1,155.00 0.860 90.30 17.860 1,875 (1.6 MM-UNFRAMED) 103 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 1,955.00 1.630 187.45 23.130 2,659 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 104 1524 MM CAST-IN-DRILLED-HOLE M 2,100.0000 77,700.00 37.600 78,960 CONCRETE PILE (SIGN FOUNDATION) 105 ROADSIDE SIGN - ONE POST EA 445.0000 4,450.00 23.000 10,235 106 ROADSIDE SIGN ONE POST EA 525.0000 2,625.00 7.000 3,675 (WEED CONTROL MAT RUBBER) 107 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 875.00 8.000 1,000 METHOD) 108 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 90.0000 1,260.00 15.490 1,394 109 200 MM ALTERNATIVE PIPE CULVERT M 100.0000 7,600.00 76.000 7,600 110 600 MM REINFORCED CONCRETE PIPE M 265.0000 159,000.00 557.000 147,605 111 750 MM REINFORCED CONCRETE PIPE M 850.0000 2,380.00 2.800 2,380 112 450 MM CORRUGATED STEEL PIPE M 300.0000 300.00 0.000 0 (2.01 MM THICK) 113 750 MM CORRUGATED STEEL PIPE M 300.0000 900.00 0.000 0 (2.01 MM THICK) 114 900 MM CORRUGATED STEEL PIPE M 840.0000 3,696.00 4.400 3,696 (3.51 MM THICK) 115 1350 MM CORRUGATED STEEL PIPE M 900.0000 3,780.00 4.200 3,780 (2.01 MM THICK) 116 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 96.0000 3,840.00 40.000 3,840 (1.63 MM THICK) 117 450 MM ALTERNATIVE PIPE DOWNDRAIN M 250.0000 27,500.00 103.500 25,875 118 GRATED LINE DRAIN M 450.0000 14,850.00 33.000 14,850 119 600 MM CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200 120 450 MM ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 4.000 2,480 121 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 7,500.00 9.050 6,787 122 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 380.0000 6,460.00 17.000 6,460 123 CONCRETE (CONCRETE APRON) M3 385.0000 8,470.00 29.700 11,434 124 SLOPE PAVING (STAMPED CONCRETE) M2 76.0000 87,400.00 1,150.000 87,400 (F) 125 MINOR CONCRETE (DITCH LINING) M3 200.0000 26,000.00 0.000 0 126 ROCK SLOPE PROTECTION FABRIC M2 11.0000 682.00 62.000 682 127 MINOR CONCRETE (MISCELLANEOUS M3 370.0000 32,930.00 0.000 0 CONSTRUCTION) 128 MINOR CONCRETE (GUTTER) M 135.0000 17,550.00 130.000 17,550 129 MINOR CONCRETE (STAMPED CONCRETE) M2 75.0000 219,750.00 2,987.050 224,028 130 MISCELLANEOUS IRON AND STEEL KG 2.5000 7,835.00 3,134.000 7,835 (F) PROGRAM CAS145 PAGE 6 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 131 INLET GRATE (TYPE 36R) KG 5.0000 1,605.00 321.000 1,605 (F) 132 BRIDGE DECK DRAINAGE SYSTEM KG 48.0000 14,400.00 300.000 14,400 (F) 133 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 850.0000 2,550.00 3.000 2,550 134 DELINEATOR (CLASS 1) EA 50.0000 4,850.00 85.000 4,250 135 MILEPOST MARKER EA 60.0000 840.00 8.000 480 136 GUARD RAILING DELINEATOR EA 20.0000 420.00 36.000 720 137 OBJECT MARKER EA 25.0000 250.00 10.000 250 138 METAL BEAM GUARD RAILING M 100.0000 7,600.00 193.800 19,380 139 DOUBLE METAL BEAM BARRIER M 150.0000 2,400.00 0.000 0 140 CABLE RAILING M 300.0000 2,700.00 8.700 2,610 141 TRANSITION RAILING (TYPE WB) EA 3,000.0000 3,000.00 1.000 3,000 142 RAIL TENSIONING ASSEMBLY EA 600.0000 1,200.00 0.000 0 143 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 3,900.00 7.000 4,550 144 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 12,500.00 7.000 17,500 145 CRASH CUSHION (TYPE CAT) EA 6,000.0000 12,000.00 0.000 0 146 CRASH CUSHION (TYPE CAT) BACKUP EA 550.0000 1,100.00 0.000 0 147 CONCRETE BARRIER (TYPE 736) M 200.0000 10,800.00 54.000 10,800 (F) 148 CONCRETE BARRIER (TYPE 736 MODIFIED) M 225.0000 12,150.00 54.000 12,150 (F) 149 CONCRETE BARRIER (TYPE 736B) M 230.0000 1,610.00 6.000 1,380 150 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 1,620.00 23.110 1,039 151 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,200.00 956.000 2,868 152 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,080.00 730.000 1,460 (BROKEN 3.66 M - 0.92 M) 153 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 81.00 0.000 0 (BROKEN 5.18 M - 2.14 M) 154 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 9,160.00 11,197.000 4,478 155 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 4,965.00 1,776.000 2,664 156 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,330.00 1,282.000 3,846 157 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 1.000 2,000 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ 158 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 1.000 350,000 159 PLANTING PLANT (GROUP R) LS 10.0000 10.00 0.000 0 160 TRAFFIC MONITORING STATION (LOCATION 1) LS 51,000.0000 51,000.00 1.000 51,000 161 TRAFFIC MONITORING STATION (LOCATION 2) LS 72,000.0000 72,000.00 1.000 72,000 162 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 1.000 8,000 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 164 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0 165 FIBER OPTIC COMMUNICATION SYSTEM LS 678,000.0000 678,000.00 1.000 678,000 PROGRAM CAS145 PAGE 8 DATE 02/15/13 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 11:24 AM ESTIMATE NO. 17 BID OPENING 01/20/11 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 06/22/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/15/13 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOU ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 36,684.60 10,530,993.59 ADJUSTMENT OF COMPENSATION 23,522.81 157,328.41 EXTRA WORK 213,180.78 1,437,185.82 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 273,388.19 12,125,507.82 166 MOBILIZATION LS 875,000.0000 875,000.00 1.000 875,000 ORIGINAL CONTRACT AMOUNT 11,994,794.00 TOTAL WORK COMPLETED 273,388.19 13,000,507.82 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 28,647.67 -13,293.12 TOTAL 302,035.86 12,987,214.70 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 03/17/11 380 05/31/11 04/18/11 06/22/12 130 51 115 0 100% 100% HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 02/15/13