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 03/22/12 EST. NO.11 TIME 03:17 PM 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 0042 374.00 E.W. @ F.A.(+) 100611 N 0127.1 0043 1,871.06 020112 N 0230.0 0044 1,534.14 020212 N 0231.0 0047 629.78 020712 N 0236.0 0048 1,376.72 020912 N 0239.0 0049 3,063.83 021012 N 0241.0 0053 164.06 053111 N 0057.1 0054 233.75 111711 N 0170.1 005 0003 592.73 E.W. @ F.A.(+) 020812 N 0237.0 0004 317.41 111511 N 0265.0 007 0009 5,128.87 A.C. @ U.P.(+) 031912 N NA0009 008 0024 6,827.98 E.W. @ F.A.(+) 112611 N 0171.0 0025 6,443.94 112611 N 0171.1 0026 267.57 102611 N 0263.0 0028 7,892.31 112311 N 0269.0 0030 517.21 112611 N 0171.2 009 0053 124.21 E.W. @ F.A.(+) 081611 N 0149.1 0054 372.64 081711 N 0150.1 0055 434.74 081811 N 0151.1 0056 186.32 081911 N 0158.1 0061 235.74 112911 N 0272.1 0062 58.72 071311 N 0050.1 0063 573.85 071311 N 0051.1 013 0023 1,093.15 E.W. @ F.A.(+) 110211 N 0164.0 0024 1,095.92 122011 N 0186.0 0028 816.54 080111 N 0088.1 0031 480.47 012712 N 0211.0 0032 204.14 082911 N 0113.1 0033 321.86 082611 N 0115.1 0034 753.90 010412 N 0198.1 0035 1,567.10 011612 N 0220.0 0036 314.21 011712 N 0221.0 0037 1,001.78 011812 N 0222.0 0038 1,099.96 011912 N 0223.0 0039 1,365.53 012012 N 0224.0 0040 1,052.06 012312 N 0225.0 0041 498.98 012512 N 0226.0 0042 775.07 012712 N 0227.0 0043 825.93 013012 N 0228.0 0044 879.79 013112 N 0229.0 0046 919.73 080311 N 0260.0 0049 257.65 062711 N 0256.0 0050 852.20 072211 N 0258.0 014 0029 2,425.75 E.W. @ F.A.(+) 091311 N 0122.0 0030 939.50 120811 N 0189.0 0032 1,549.80 072511 N 0259.0 0033 2,374.36 070611 N 0244.1 0034 -46,816.63 A.C. @ L.S.(-) 031912 N NA0034 016 0005 2,205.35 E.W. @ F.A.(+) 020112 N 0218.0 0007 171.90 020612 N 0232.0 017 0001 399.53 E.W. @ F.A.(+) 091611 N 0152.0 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 03/22/12 EST. NO.11 TIME 03:17 PM 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 --------------------------------------------------------------------------- 0003 124.21 091611 N 0152.1 0004 3,879.35 110211 N 0281.0 020 0008 1,055.12 E.W. @ F.A.(+) 110911 N 0273.0 0009 415.62 111011 N 0274.0 0013 826.33 020712 N 0279.0 0014 4,229.27 021012 N 0280.0 021 0004 528.00 E.W. @ F.A.(+) 110311 N 0165.0 0009 120.12 122711 N 195.10 0011 248.48 122711 N 0195.2 0012 2,865.76 021012 N 0242.0 0013 2,671.20 101911 N 0262.0 0015 2,128.50 110811 N 0166.1 37,739.07 TOTAL THIS ESTIMATE 725,163.06 TOTAL PREVIOUS ESTIMATE 762,902.13 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 03/22/12 EST. NO.11 TIME 03:17 PM 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 -3,864.00 -16,940.79 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 10,000.00 -8,000.00 TOTAL DEDUCTIONS 6,136.00 -24,940.79 PROGRAM CAS145 PAGE 1 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 LOCATION PROGRESS 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 $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 6,000.0000 6,000.00 0.750 4,500.00 002 TIME-RELATED OVERHEAD LS 420,000.0000 420,000.00 1.000 420,000.00 003 JACKING SUPERSTRUCTURE LS 36,000.0000 36,000.00 1.000 36,000.00 004 TEMPORARY FENCE (TYPE CL-1.8) M 30.0000 11,400.00 0.000 0.00 005 CONSTRUCTION SITE MANAGEMENT LS 23,000.0000 23,000.00 1.000 23,000.00 006 PREPARE STORM WATER POLLUTION LS 4,400.0000 4,400.00 1.000 4,400.00 PREVENTION PLAN 007 TEMPORARY FIBER ROLL M 7.0000 48,160.00 3,727.100 26,089.70 008 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,000.0000 40,000.00 12.000 24,000.00 009 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 51,000.00 9.000 27,000.00 010 TEMPORARY CHECK DAM M 13.0000 1,950.00 53.000 689.00 286.000 3,718.00 011 MOVE-IN/MOVE-OUT EA 500.0000 4,000.00 3.000 1,500.00 (TEMPORARY EROSION CONTROL) 012 TEMPORARY DRAINAGE INLET PROTECTION EA 350.0000 10,150.00 7.000 2,450.00 22.000 7,700.00 013 STREET SWEEPING LS 40,000.0000 40,000.00 1.000 40,000.00 014 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.840 4,200.00 1.000 5,000.00 015 TEMPORARY HYDRAULIC MULCH M2 0.3000 33,600.00 70,472.000 21,141.60 016 RAIN EVENT ACTION PLAN EA 500.0000 14,000.00 1.000 500.00 017 STORM WATER ANNUAL REPORT EA 1,000.0000 2,000.00 0.000 0.00 018 STORM WATER SAMPLING AND ANALYSIS DAY EA 550.0000 4,950.00 0.000 0.00 019 CONSTRUCTION AREA SIGNS LS 14,000.0000 14,000.00 0.900 12,600.00 020 TRAFFIC CONTROL SYSTEM LS 100,000.0000 100,000.00 1.000 100,000.00 021 TYPE III BARRICADE EA 125.0000 375.00 3.000 375.00 022 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 2,065.00 95.550 3,344.25 PROGRAM CAS145 PAGE 2 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 34,200.00 1,001.000 1,001.00 33,087.000 33,087.00 024 TRAFFIC PLASTIC DRUM EA 10.0000 1,900.00 179.000 1,790.00 025 TEMPORARY PAVEMENT MARKER EA 4.0000 4,320.00 3,525.000 14,100.00 026 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,000.0000 20,000.00 10.000 20,000.00 027 TEMPORARY RAILING (TYPE K) M 14.0000 127,260.00 8,468.000 118,552.00 028 TEMPORARY CRASH CUSHION MODULE EA 225.0000 54,000.00 14.000 3,150.00 215.000 48,375.00 029 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 4,920.00 0.000 0.00 (HAZARDOUS WASTE) 030 REMOVE FENCE M 15.0000 4,350.00 180.000 2,700.00 031 REMOVE METAL BEAM GUARD RAILING M 35.0000 1,995.00 132.300 4,630.50 032 REMOVE PAINTED TRAFFIC STRIPE M 1.2000 35,520.00 6,856.000 8,227.20 26,732.000 32,078.40 033 REMOVE PAINTED PAVEMENT MARKING M2 25.0000 1,475.00 7.800 195.00 034 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.2000 1,476.00 0.000 0.00 035 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 25.0000 600.00 17.550 438.75 036 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 25.0000 6,500.00 0.000 0.00 MARKING 037 REMOVE CHANNELIZERS EA 5.0000 310.00 0.000 0.00 038 REMOVE ROADSIDE SIGN EA 200.0000 4,000.00 12.000 2,400.00 039 REMOVE SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000.00 040 REMOVE CULVERT M 80.0000 1,440.00 18.000 1,440.00 041 REMOVE RISER M 105.0000 157.50 6.000 630.00 042 REMOVE INLET EA 700.0000 4,200.00 6.000 4,200.00 043 REMOVE HEADWALL EA 600.0000 1,200.00 2.000 1,200.00 044 REMOVE SLOPE PAVING LS 12,000.0000 12,000.00 1.000 12,000.00 045 REMOVE CONCRETE PAVEMENT M2 20.0000 160,200.00 8,025.980 160,519.60 046 RESET ROADSIDE SIGN EA 250.0000 250.00 0.000 0.00 047 ADJUST RISER EA 1,000.0000 5,000.00 3.000 3,000.00 048 MODIFY SIGN STRUCTURE EA 4,000.0000 8,000.00 2.000 8,000.00 049 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.2000 28,476.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE (MISCELLANEOUS) M3 68.0000 1,156.00 18.580 1,263.44 051 CAP RISER EA 1,200.0000 3,600.00 4.000 4,800.00 052 BRIDGE REMOVAL (PORTION) LS 20,000.0000 20,000.00 1.000 20,000.00 053 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 0.700 7,000.00 054 DEVELOP WATER SUPPLY LS 21,000.0000 21,000.00 0.900 18,900.00 055 ROADWAY EXCAVATION M3 15.5000 733,150.00 48,948.730 758,705.32 056 LEAD COMPLIANCE PLAN LS 3,500.0000 3,500.00 1.000 3,500.00 057 SLOPE REPAIR M2 3.1000 31,930.00 0.000 0.00 058 STRUCTURE EXCAVATION (BRIDGE) M3 85.0000 6,800.00 80.000 6,800.00 (F) 059 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 7,500.00 50.000 7,500.00 (F) 060 DITCH EXCAVATION M3 12.0000 2,760.00 0.000 0.00 061 HIGHWAY PLANTING LS 99,000.0000 99,000.00 0.583 57,717.00 1.000 99,000.00 062 IMPORTED TOPSOIL M3 5.0000 49,400.00 0.000 0.00 063 EROSION CONTROL (COMPOST BLANKET) M3 40.0000 44,800.00 0.000 0.00 064 CHECK DAM (EROSION CONTROL) M 12.0000 2,880.00 0.000 0.00 065 DRAINAGE INLET PROTECTION EA 375.0000 3,000.00 0.000 0.00 (EROSION CONTROL) 066 FIBER ROLLS M 6.5000 80,600.00 435.880 2,833.22 3,136.780 20,389.07 067 COMPOST (INCORPORATE) M2 0.7500 7,725.00 0.000 0.00 068 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 0.000 0.00 069 EROSION CONTROL (HYDROSEED) M2 0.5000 5,150.00 0.000 0.00 070 ROLLED EROSION CONTROL PRODUCT M2 1.6000 20,000.00 0.000 0.00 (JUTE MESH) 071 EROSION CONTROL HA 8,000.0000 64,000.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 072 PLANT ESTABLISHMENT WORK LS 12,000.0000 12,000.00 0.000 0.00 073 IRRIGATION SYSTEM LS 430,000.0000 430,000.00 0.124 53,320.00 1.000 430,000.00 074 WATER METER EA 35,000.0000 70,000.00 2.000 70,000.00 075 200 MM CORRUGATED HIGH DENSITY M 145.0000 11,310.00 78.000 11,310.00 POLYETHYLENE PIPE CONDUIT 076 EXTEND 200 MM CONDUIT M 725.0000 39,875.00 42.600 30,885.00 PROGRAM CAS145 PAGE 4 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 FINISHING ROADWAY LS 17,000.0000 17,000.00 0.500 8,500.00 0.500 8,500.00 078 CLASS 4 AGGREGATE SUBBASE M3 23.0000 109,020.00 10,609.330 244,014.59 079 CLASS 2 AGGREGATE BASE M3 40.0000 564,000.00 12,614.770 504,590.80 080 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 1,300.0000 14,300.00 0.000 0.00 081 HOT MIX ASPHALT (TYPE A) TONN 82.0000 1,861,400.00 1,001.450 82,118.90 21,589.240 1,770,317.68 082 PLACE HOT MIX ASPHALT DIKE M 5.0000 18,750.00 1,501.750 7,508.75 4,653.750 23,268.75 083 PLACE HOT MIX ASPHALT M2 50.0000 10,500.00 0.000 0.00 (MISCELLANEOUS AREA) 084 TACK COAT TONN 550.0000 9,350.00 16.061 8,833.55 085 CONCRETE PAVEMENT M3 196.0000 2,136,400.00 117.000 22,932.00 10,047.000 1,969,212.00 086 REPLACE CONCRETE PAVEMENT M3 900.0000 63,900.00 106.200 95,580.00 (RAPID STRENGTH CONCRETE) 087 SEAL PAVEMENT JOINT M 7.5000 114,000.00 1,549.900 11,624.25 9,093.900 68,204.25 088 SEAL LONGITUDINAL ISOLATION JOINT M 60.0000 142,200.00 997.500 59,850.00 3,011.500 180,690.00 089 GRIND EXISTING CONCRETE M2 6.4000 63,168.00 3,363.000 21,523.20 PAVEMENT 090 PRESTRESSING CAST-IN-PLACE CONCRETE LS 24,000.0000 24,000.00 1.000 24,000.00 091 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 550.0000 5,500.00 10.000 5,500.00 (F) 092 STRUCTURAL CONCRETE, BRIDGE M3 925.0000 129,500.00 140.000 129,500.00 (F) 093 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 20,000.00 20.000 20,000.00 (F) (TYPE N) 094 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 18,000.00 22.000 22,000.00 (TYPE R) 095 MINOR CONCRETE (MINOR STRUCTURE) M3 1,800.0000 70,200.00 39.500 71,100.00 (F) 096 EPOXY SEALANT (PIEZO SENSOR) LS 14,000.0000 14,000.00 0.000 0.00 097 JOINT SEAL (MR 15 MM) M 175.0000 2,625.00 13.650 2,388.75 098 BAR REINFORCING STEEL (BRIDGE) KG 2.2500 47,250.00 21,000.000 47,250.00 (F) 099 FURNISH SIGN STRUCTURE (TRUSS) KG 8.7000 410,596.50 47,195.000 410,596.50 (F) 100 INSTALL SIGN STRUCTURE (TRUSS) KG 0.3000 13,995.00 46,650.000 13,995.00 (F) 101 FURNISH LAMINATED PANEL SIGN M2 200.0000 36,000.00 171.860 34,372.00 171.860 34,372.00 (25.4 MM-TYPE A) 102 FURNISH SINGLE SHEET ALUMINUM SIGN M2 105.0000 1,155.00 11.060 1,161.30 11.060 1,161.30 (1.6 MM-UNFRAMED) 103 FURNISH SINGLE SHEET ALUMINUM SIGN M2 115.0000 1,955.00 15.630 1,797.45 15.630 1,797.45 (2.0 MM-UNFRAMED) PROGRAM CAS145 PAGE 5 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 1524 MM CAST-IN-DRILLED-HOLE M 2,100.0000 77,700.00 37.600 78,960.00 CONCRETE PILE (SIGN FOUNDATION) 105 ROADSIDE SIGN - ONE POST EA 445.0000 4,450.00 10.000 4,450.00 106 ROADSIDE SIGN ONE POST EA 525.0000 2,625.00 4.000 2,100.00 (WEED CONTROL MAT RUBBER) 107 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 125.0000 875.00 7.000 875.00 METHOD) 108 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 90.0000 1,260.00 0.000 0.00 109 200 MM ALTERNATIVE PIPE CULVERT M 100.0000 7,600.00 76.000 7,600.00 110 600 MM REINFORCED CONCRETE PIPE M 265.0000 159,000.00 557.000 147,605.00 111 750 MM REINFORCED CONCRETE PIPE M 850.0000 2,380.00 2.800 2,380.00 112 450 MM CORRUGATED STEEL PIPE M 300.0000 300.00 0.000 0.00 (2.01 MM THICK) 113 750 MM CORRUGATED STEEL PIPE M 300.0000 900.00 0.000 0.00 (2.01 MM THICK) 114 900 MM CORRUGATED STEEL PIPE M 840.0000 3,696.00 4.400 3,696.00 (3.51 MM THICK) 115 1350 MM CORRUGATED STEEL PIPE M 900.0000 3,780.00 4.200 3,780.00 (2.01 MM THICK) 116 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 96.0000 3,840.00 40.000 3,840.00 (1.63 MM THICK) 117 450 MM ALTERNATIVE PIPE DOWNDRAIN M 250.0000 27,500.00 103.500 25,875.00 118 GRATED LINE DRAIN M 450.0000 14,850.00 33.000 14,850.00 119 600 MM CONCRETE FLARED END SECTION EA 1,200.0000 1,200.00 1.000 1,200.00 120 450 MM ALTERNATIVE FLARED END SECTION EA 620.0000 1,240.00 4.000 2,480.00 121 900 MM PRECAST CONCRETE PIPE INLET M 750.0000 7,500.00 6.050 4,537.50 122 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 380.0000 6,460.00 17.000 6,460.00 123 CONCRETE (CONCRETE APRON) M3 385.0000 8,470.00 29.700 11,434.50 124 SLOPE PAVING (STAMPED CONCRETE) M2 76.0000 87,400.00 1,150.000 87,400.00 (F) 125 MINOR CONCRETE (DITCH LINING) M3 200.0000 26,000.00 0.000 0.00 126 ROCK SLOPE PROTECTION FABRIC M2 11.0000 682.00 62.000 682.00 127 MINOR CONCRETE (MISCELLANEOUS M3 370.0000 32,930.00 -48.400 -17,908.00 0.000 0.00 CONSTRUCTION) 128 MINOR CONCRETE (GUTTER) M 135.0000 17,550.00 130.000 17,550.00 129 MINOR CONCRETE (STAMPED CONCRETE) M2 75.0000 219,750.00 1,009.600 75,720.00 2,987.050 224,028.75 130 MISCELLANEOUS IRON AND STEEL KG 2.5000 7,835.00 2,962.000 7,405.00 (F) PROGRAM CAS145 PAGE 6 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 INLET GRATE (TYPE 36R) KG 5.0000 1,605.00 321.000 1,605.00 (F) 132 BRIDGE DECK DRAINAGE SYSTEM KG 48.0000 14,400.00 300.000 14,400.00 (F) 133 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 850.0000 2,550.00 0.000 0.00 134 DELINEATOR (CLASS 1) EA 50.0000 4,850.00 0.000 0.00 135 MILEPOST MARKER EA 60.0000 840.00 0.000 0.00 136 GUARD RAILING DELINEATOR EA 20.0000 420.00 0.000 0.00 137 OBJECT MARKER EA 25.0000 250.00 0.000 0.00 138 METAL BEAM GUARD RAILING M 100.0000 7,600.00 53.200 5,320.00 139 DOUBLE METAL BEAM BARRIER M 150.0000 2,400.00 0.000 0.00 140 CABLE RAILING M 300.0000 2,700.00 0.000 0.00 141 TRANSITION RAILING (TYPE WB) EA 3,000.0000 3,000.00 1.000 3,000.00 142 RAIL TENSIONING ASSEMBLY EA 600.0000 1,200.00 0.000 0.00 143 END ANCHOR ASSEMBLY (TYPE SFT) EA 650.0000 3,900.00 4.000 2,600.00 144 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 12,500.00 5.000 12,500.00 145 CRASH CUSHION (TYPE CAT) EA 6,000.0000 12,000.00 0.000 0.00 146 CRASH CUSHION (TYPE CAT) BACKUP EA 550.0000 1,100.00 0.000 0.00 147 CONCRETE BARRIER (TYPE 736) M 200.0000 10,800.00 54.000 10,800.00 (F) 148 CONCRETE BARRIER (TYPE 736 MODIFIED) M 225.0000 12,150.00 54.000 12,150.00 (F) 149 CONCRETE BARRIER (TYPE 736B) M 230.0000 1,610.00 7.000 1,610.00 150 THERMOPLASTIC PAVEMENT MARKING M2 45.0000 1,620.00 17.550 789.75 17.550 789.75 151 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,200.00 956.000 2,868.00 956.000 2,868.00 152 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 2,080.00 730.000 1,460.00 730.000 1,460.00 (BROKEN 3.66 M - 0.92 M) 153 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 81.00 0.000 0.00 (BROKEN 5.18 M - 2.14 M) 154 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 9,160.00 8,452.000 3,380.80 8,452.000 3,380.80 155 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 4,965.00 1,676.000 2,514.00 1,676.000 2,514.00 156 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 6,330.00 1,079.000 3,237.00 1,079.000 3,237.00 157 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,000.0000 2,000.00 0.500 1,000.00 0.500 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION PROGRAM CAS145 PAGE 7 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 1.000 350,000.00 159 PLANTING PLANT (GROUP R) LS 10.0000 10.00 0.000 0.00 160 TRAFFIC MONITORING STATION (LOCATION 1) LS 51,000.0000 51,000.00 0.494 25,194.00 161 TRAFFIC MONITORING STATION (LOCATION 2) LS 72,000.0000 72,000.00 0.369 26,568.00 1.000 72,000.00 162 TRAFFIC MONITORING STATION (LOCATION 3) LS 8,000.0000 8,000.00 0.736 5,888.00 1.000 8,000.00 163 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 164 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 165 FIBER OPTIC COMMUNICATION SYSTEM LS 678,000.0000 678,000.00 0.031 21,018.00 0.950 644,100.00 PROGRAM CAS145 PAGE 8 DATE 03/22/12 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-091834 TIME 03:17 PM ESTIMATE NO. 11 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 03/20/12 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 03/22/12 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 489,987.62 10,243,370.75 ADJUSTMENT OF COMPENSATION -41,687.76 58,976.70 EXTRA WORK 79,426.83 703,925.43 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 527,726.69 11,006,272.88 166 MOBILIZATION LS 875,000.0000 875,000.00 1.000 875,000.00 ORIGINAL CONTRACT AMOUNT 11,994,794.00 TOTAL WORK COMPLETED 527,726.69 11,881,272.88 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 6,136.00 -24,940.79 TOTAL 533,862.69 11,856,332.09 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 03/17/11 380 05/31/11 04/18/11 03/21/12 130 55 0 0 90% 34% PROGRESS IS SATISFACTORY HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 03/22/12