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 12/20/11 EST. NO.40 TIME 03:06 PM R.E. NAME: HSU, PAUL 11-232604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 081 0001 125,000.00 A.C. @ L.S.(+) 122011 N 0001 0 125,000.00 TOTAL THIS ESTIMATE 1,384,971.35 TOTAL PREVIOUS ESTIMATE 1,509,971.35 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 12/20/11 EST. NO.40 TIME 03:06 PM R.E. NAME: HSU, PAUL 11-232604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -83,864.66 02 CPM SCHEDULE -150,541.44 03 TRAF CHART VIOL. -112,500.00 03 CPM SCHEDULE -28,214.86 04 AC BASE OUT-OF-SPEC -470.50 05 CPM SCHEDULE 262,620.96 05 PCC OUT-OF-SPEC -1,150.00 05 TRAFFIC CHART 112,500.00 05 CPM SCHEDULE -145,151.91 08 RESTORE POWER HOV -2,900.82 08 CPM SCHEDULE 145,151.91 09 FAILED COMPACT AC -2,391.48 14 LANE CLO PENALTY -45,000.00 14 SURVEY RESTAKING -8,140.00 14 LANE CLOSURE PENALTY 45,000.00 16 REJECTED DOWEL BARS -200,852.80 16 LANE CLOSURE PENALTY -30,000.00 17 POTHOLE PATCH CHARGE -161.00 18 REJ DOWEL BAR EPOXY 200,852.80 19 CLASS 2 BASE -2,850.99 20 RESTAKING -1,440.00 20 TEST RESULTS/EPOXY -5,500.00 24 CPM SCHEDULE REJECTD -73,167.32 32 CPM SCHEDULE 73,167.32 33 ASPHALT CONCRETE -22,405.25 35 CONCRETE -2,517.36 35 CONCRETE/AGG BASE -2,567.52 35 0.00 -82,494.92 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 01 PRS RECD MARCH 10,000.00 02 O/S PRS MAY -10,000.00 03 O/S PRS JUNE -10,000.00 05 PRS RECD MAY 10,000.00 06 PRS RECD JUNE 10,000.00 06 O/S PRS AUG -10,000.00 07 O/S PRS SEPT -10,000.00 08 O/S PRS OCT -10,000.00 09 PRS RECD AUG 10,000.00 09 PRS RECD SEPT 10,000.00 09 O/S PRS NOV -10,000.00 10 PRS RECD OCT 10,000.00 10 O/S PRS JAN -10,000.00 13 PRS RECD NOV 10,000.00 13 O/S PRS FEB -10,000.00 14 PRS RECD JAN 10,000.00 14 O/S PRS MARCH -10,000.00 15 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 12/20/11 EST. NO.40 TIME 03:06 PM R.E. NAME: HSU, PAUL 11-232604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS APRIL -10,000.00 16 O/S PRS MAY -10,000.00 17 O/S PRS JUNE -10,000.00 18 PRS RECD MARCH 10,000.00 18 PRS RECD MAY 10,000.00 18 O/S PRS JULY -10,000.00 19 PRS RECD FEB 10,000.00 19 PRS RECD APRIL 10,000.00 19 PRS RECD JUNE 10,000.00 19 O/S PRS AUG -10,000.00 20 O/S PRS SEPT -10,000.00 21 PRS RECD JULY 10,000.00 21 O/S PRS OCT -10,000.00 22 PRS RECD SEPT 10,000.00 22 PRS RECD AUG 10,000.00 23 PRS RECD OCT 10,000.00 25 O/S PRS MARCH -10,000.00 28 PRS RECD MARCH 10,000.00 29 O/S PRS JULY -10,000.00 32 O/S PRS AUG -9,693.10 33 PRS RECD JULY 10,000.00 34 PRS RECD AUG 9,693.10 36 0.00 0.00 OVERBID ITEMS OVERBID ITEM NO. 180 -11,003.00 03 OVERBID ITEM NO. 180 -5,501.50 05 OVERBID ITEM NO. 180 -4,401.20 07 OVERBID ITEM NO. 180 -1,100.30 14 OVERBID ITEM NO. 180 22,006.00 35 0.00 0.00 OTHER OUTSTANDING DOCUMENTS CEM-2402, CEM-2403 -10,000.00 35 CEM-2402, CEM-2403 10,000.00 37 0.00 0.00 TOTAL DEDUCTIONS 0.00 -82,494.92 PROGRAM CAS145 PAGE 1 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 LOCATION FINAL ESTIMATE 11-SD-15-M13.1/M16.8 -------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO GENERAL & ENGR CONTRACTORS FROM 0.2 KM SOUTH OF MIRAMAR WAY 9685 VIA EXCELENCIA, SUITE200 OVERCROSSING TO 1.4 KM NORTH OF SAN DIEGO,CA 92126 MIRA MESA BOULEVARD UNDERCROSSING FED. AID NO. ACNH-015 -4(188)13N,I-015 -4(188)13N WIDEN EXISTING HIGHWAY AND BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 ARCHITECTURAL TREATMENT (COBBLE TEXTURE) M2 40.0000 88,280.00 1,367.560 54,702.40 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 27,000.0000 27,000.00 1.000 27,000.00 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 602.000 602,000.00 004 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 1.000 40,000.00 006 TEMPORARY EROSION CONTROL M2 0.4000 34,240.00 76,254.000 30,501.60 007 TEMPORARY GRAVEL BAG EA 6.0000 16,440.00 2,740.000 16,440.00 008 TEMPORARY CONCRETE WASHOUT EA 3,500.0000 38,500.00 40.000 140,000.00 009 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 5,000.0000 120,000.00 24.000 120,000.00 010 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 1.000 27,000.00 (S) 011 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 1.000 160,000.00 (S) 012 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 120.00 21.910 131.46 (S) 013 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.2500 215,050.00 14,540.870 61,798.70 (S) 014 TEMPORARY PAVEMENT MARKING (TAPE) M2 15.0000 1,080.00 40.010 600.15 (S) 015 TRAFFIC PLASTIC DRUM EA 25.0000 19,500.00 711.000 17,775.00 (S) 016 TEMPORARY PAVEMENT MARKER EA 3.3000 56,760.00 18,632.000 61,485.60 (S) 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 2.000 20,000.00 (S) 018 TEMPORARY RAILING (TYPE K) M 15.0000 276,000.00 18,697.930 280,468.95 (S) 019 TEMPORARY CRASH CUSHION MODULE EA 150.0000 64,500.00 415.000 62,250.00 (S) 020 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 12,000.0000 36,000.00 3.000 36,000.00 (S) 021 REMOVE CHAIN LINK FENCE M 18.0000 15,300.00 895.300 16,115.40 022 REMOVE METAL BEAM GUARD RAILING M 24.0000 6,240.00 250.000 6,000.00 PROGRAM CAS145 PAGE 2 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE (YELLOW) M2 150.0000 48,000.00 178.840 26,826.00 024 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 10.5000 61,110.00 7,056.480 74,093.04 MARKING 025 REMOVE CHANNELIZERS EA 10.0000 130.00 24.000 240.00 026 REMOVE ROADSIDE SIGN EA 100.0000 4,400.00 56.000 5,600.00 027 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 8.000 40,000.00 (S) 028 REMOVE SIGN PANEL EA 1,000.0000 14,000.00 14.000 14,000.00 029 REMOVE CULVERT M 200.0000 18,400.00 101.780 20,356.00 030 REMOVE 300 MM ASBESTO CEMENT PIPE WATER M 85.0000 9,350.00 111.170 9,449.45 LINE 031 REMOVE INLET EA 1,000.0000 4,000.00 6.000 6,000.00 032 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 8,600.00 1,619.750 8,098.75 033 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 64,900.00 652.280 71,750.80 (S) 034 RECONSTRUCT SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000.00 (S) 035 RESET ROADSIDE SIGN EA 150.0000 3,900.00 19.000 2,850.00 036 RELOCATE ROADSIDE SIGN EA 150.0000 2,700.00 27.000 4,050.00 037 RELOCATE SIGN STRUCTURE EA 4,000.0000 12,000.00 3.000 12,000.00 (S) 038 MODIFY SIGN STRUCTURE EA 4,000.0000 4,000.00 1.000 4,000.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 102,400.00 24,529.130 98,116.52 (S) (60 MM MAXIMUM) 040 REMOVE CONCRETE BARRIER M 100.0000 14,000.00 204.300 20,430.00 041 REMOVE CONCRETE (MISCELLANEOUS) M3 280.0000 19,040.00 69.670 19,507.60 042 PLUG PIPE EA 750.0000 750.00 1.000 750.00 043 CAP INLET EA 750.0000 3,000.00 4.000 3,000.00 044 CAP RISER EA 750.0000 1,500.00 2.000 1,500.00 045 BRIDGE REMOVAL (PORTION) LS 65,000.0000 65,000.00 1.000 65,000.00 046 CLEARING AND GRUBBING LS 63,000.0000 63,000.00 1.000 63,000.00 047 REMOVE TREE EA 200.0000 36,000.00 136.000 27,200.00 048 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 1.000 9,000.00 049 ROADWAY EXCAVATION M3 14.0000 809,200.00 59,648.230 835,075.22 PROGRAM CAS145 PAGE 3 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 1.000 6,500.00 051 STRUCTURE EXCAVATION (BRIDGE) M3 155.0000 40,300.00 260.000 40,300.00 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.0000 350,055.00 12,965.000 350,055.00 (F) 053 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 24,500.00 140.000 24,500.00 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 432,960.00 10,824.000 432,960.00 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 34,480.00 862.000 34,480.00 (F) WALL) 056 HIGHWAY PLANTING LS 14,000.0000 14,000.00 0.953 13,342.00 (S) 057 IMPORTED TOPSOIL M3 30.0000 18,000.00 464.500 13,935.00 058 FIBER (EROSION CONTROL) KG 0.6000 9,780.00 11,750.130 7,050.08 (S) 059 FIBER ROLLS M 10.0000 119,000.00 14,438.600 144,386.00 060 COMPOST (EROSION CONTROL) KG 0.5000 8,700.00 12,532.850 6,266.43 (S) 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,000.00 7.000 2,800.00 (S) 062 PURE LIVE SEED (SEED TYPE 1) KG 35.0000 14,350.00 293.470 10,271.45 (S) 063 PURE LIVE SEED (SEED TYPE 2) KG 125.0000 2,500.00 11.200 1,400.00 (S) 064 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 8.0000 2,240.00 195.800 1,566.40 (S) 065 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 5,500.00 1,566.600 3,916.50 (S) 066 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 (S) 067 200 MM CONDUIT (DIRECTIONAL BORE) M 485.0000 33,950.00 74.970 36,360.45 068 200 MM CHDPE CONDUIT (OPEN TRENCH) M 250.0000 65,000.00 254.000 63,500.00 069 EXTEND 250 MM CONDUIT M 450.0000 27,000.00 37.000 16,650.00 070 EXTEND 500 MM CONDUIT M 680.0000 4,080.00 6.000 4,080.00 071 MAINTENANCE VEHICLE PULLOUT EA 11,000.0000 77,000.00 7.000 77,000.00 072 CLASS 4 AGGREGATE SUBBASE M3 30.0000 357,300.00 12,480.540 374,416.20 073 CLASS 2 AGGREGATE BASE M3 35.0000 404,250.00 13,211.270 462,394.45 074 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 700.0000 9,100.00 3.190 2,233.00 075 ASPHALT CONCRETE (TYPE A) TONN 58.0000 977,300.00 20,383.030 1,182,215.74 076 ASPHALT CONCRETE BASE (TYPE A) TONN 58.0000 754,290.00 10,838.000 628,604.00 PROGRAM CAS145 PAGE 4 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 2,425.00 2,543.800 6,359.50 078 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 925.00 427.300 1,068.25 079 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.5000 7,600.00 2,549.000 6,372.50 080 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 7,500.00 2,806.600 7,016.50 081 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 650.00 176.500 441.25 082 CONCRETE PAVEMENT M3 190.0000 1,649,200.00 8,583.630 1,630,889.70 083 SEAL PAVEMENT JOINT M 4.0000 35,240.00 8,802.000 35,208.00 084 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 35,880.00 8,954.000 35,816.00 085 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 72,600.00 121.000 72,600.00 (SF)PILING 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 1.000 25,000.00 (S) 087 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 27,000.00 90.000 27,000.00 (F) 088 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 304,000.00 380.000 304,000.00 (F) 089 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 686,000.00 1,960.000 686,000.00 (F) 090 CLASS 2 CONCRETE (RETAINING WALL) M3 350.0000 787,500.00 2,250.000 787,500.00 (F) 091 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 135,000.00 108.900 163,350.00 (F) 092 ANTI-GRAFFITI COATING M2 12.0000 28,080.00 1,493.820 17,925.84 (S) 093 FRACTURED RIB TEXTURE M2 45.0000 48,960.00 1,088.000 48,960.00 (F) 094 RAPID STRENGTH CONCRETE M3 600.0000 300,000.00 0.000 0.00 095 SOUND WALL (BARRIER) M2 120.0000 136,080.00 1,134.000 136,080.00 (SF) 096 SOUND WALL (MASONRY BLOCK) M2 120.0000 238,920.00 1,597.650 191,718.00 (SF) 097 JOINT SEAL (MR 40 MM) M 125.0000 2,375.00 19.000 2,375.00 (S) 098 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 72,700.00 72,700.000 72,700.00 (SF) 099 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 366,430.00 293,144.000 366,430.00 (SF) 100 HEADED BAR REINFORCEMENT EA 4.0000 2,280.00 570.000 2,280.00 (SF) 101 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 6,560.00 820.000 6,560.00 (F) WITH WALKWAY) 102 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 3,280.00 820.000 3,280.00 (SF)WITH WALKWAY) 103 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 116,788.00 29,197.000 116,788.00 (F) PROGRAM CAS145 PAGE 5 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 27,800.00 27,800.000 27,800.00 (SF) 105 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,650.00 5,530.000 27,650.00 (F) 106 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.8000 9,954.00 5,530.000 9,954.00 (SF) 107 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 24,700.00 13.800 17,940.00 (S) CONCRETE PILE (SIGN FOUNDATION) 108 1070 MM CAST-IN-DRILLED-HOLE M 1,650.0000 118,800.00 71.900 118,635.00 (S) CONCRETE PILE (SIGN FOUNDATION) 109 ROADSIDE SIGN - ONE POST EA 315.0000 3,780.00 15.000 4,725.00 110 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 9.000 6,300.00 111 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,600.00 18.000 1,800.00 METHOD) 112 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 95.0000 19,950.00 201.200 19,114.00 (S) 113 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 500.00 11.000 1,100.00 EXISTING POST 114 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 1.000 2,000.00 (LAMINATED WOOD BOX POST) 115 PREPARE AND STAIN CONCRETE M2 25.0000 58,500.00 1,493.820 37,345.50 116 450 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 157.350 31,470.00 117 600 MM REINFORCED CONCRETE PIPE M 325.0000 71,500.00 269.890 87,714.25 118 1100 MM REINFORCED CONCRETE PIPE M 1,000.0000 1,100.00 1.100 1,100.00 119 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 700.00 2.000 700.00 STEEL PIPE (2.01 MM THICK) 120 600 MM BITUMINOUS COATED CORRUGATED M 400.0000 56,000.00 141.340 56,536.00 STEEL PIPE (2.01 MM THICK) 121 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 24,000.00 1,017.000 25,425.00 122 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 4,500.00 56.900 4,267.50 123 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 4,200.00 11.500 4,025.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 124 GRATED LINE DRAIN M 300.0000 69,000.00 236.200 70,860.00 125 450 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,000.00 5.600 2,800.00 STEEL PIPE RISER (2.01 MM THICK) 126 300 MM DUCTILE IRON PIPE M 675.0000 74,250.00 117.430 79,265.25 127 900 MM REINFORCED CONCRETE PIPE RISER M 200.0000 240.00 1.520 304.00 128 CONCRETE (CONCRETE APRON) M3 1,250.0000 2,000.00 1.600 2,000.00 129 SLOPE PAVING (BLOCK VENEER) M2 110.0000 138,600.00 1,260.000 138,600.00 (SF) PROGRAM CAS145 PAGE 6 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 14,000.00 38.330 15,332.00 CONSTRUCTION) 131 MINOR CONCRETE (GUTTER) M 60.0000 42,660.00 711.000 42,660.00 (F) 132 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 150,000.00 2,466.010 147,960.60 (S) 133 MISCELLANEOUS IRON AND STEEL KG 2.0000 13,040.00 6,628.000 13,256.00 (SF) 134 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 13,140.00 2,190.000 13,140.00 (SF) 135 CHAIN LINK FENCE (TYPE CL-0.9) M 27.0000 3,510.00 145.500 3,928.50 (S) 136 TEMPORARY CHAIN LINK FENCE M 16.0000 9,120.00 548.640 8,778.24 (S) 137 CHAIN LINK FENCE (TYPE CL-1.8) M 28.0000 10,080.00 407.400 11,407.20 (S) 138 CHAIN LINK GATE EA 750.0000 3,000.00 2.000 1,500.00 (S) 139 DELINEATOR (CLASS 1) EA 35.0000 6,650.00 194.000 6,790.00 140 MILEPOST MARKER EA 45.0000 630.00 11.000 495.00 141 GUARD RAILING DELINEATOR EA 17.0000 1,190.00 81.000 1,377.00 142 CONCRETE BARRIER (TYPE 50) M 300.0000 5,100.00 17.000 5,100.00 (S) 143 CONCRETE BARRIER (TYPE 50E) M 350.0000 42,000.00 122.100 42,735.00 (S) 144 CABLE RAILING M 25.0000 17,775.00 711.000 17,775.00 (SF) 145 BURIED POST ANCHOR EA 550.0000 2,750.00 5.000 2,750.00 (S) 146 CABLE ANCHOR ASSEMBLY EA 1,100.0000 2,200.00 2.000 2,200.00 (S) 147 TERMINAL SYSTEM (TYPE ET) EA 3,100.0000 6,200.00 4.000 12,400.00 (S) 148 RELOCATE TERMINAL SYSTEM (TYPE SRT) EA 2,600.0000 28,600.00 11.000 28,600.00 (S) 149 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 5,600.00 11.000 7,700.00 (S) 150 CONCRETE BARRIER (TYPE 60D) M 170.0000 141,100.00 830.000 141,100.00 (SF) 151 CONCRETE BARRIER (TYPE 60S) M 130.0000 72,800.00 539.000 70,070.00 (S) 152 CONCRETE BARRIER (TYPE 732) M 160.0000 39,840.00 249.000 39,840.00 (F) 153 CONCRETE BARRIER (TYPE 732B) M 320.0000 51,200.00 160.000 51,200.00 (S) 154 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 6,200.00 231.550 7,178.05 (S) 155 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 9,960.00 5,218.260 12,523.82 (S) 156 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 7,260.00 4,414.000 6,621.00 (S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 7 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,860.00 2,285.000 2,285.00 (S) (BROKEN 5.18 M - 2.14 M) 158 PAINT TRAFFIC STRIPE (2-COAT) M 0.3600 16,632.00 56,817.070 20,454.15 (S) 159 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 21,105.00 15,657.000 16,439.85 (S) 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 24,270.00 7,267.000 21,801.00 (S) 161 SIGNAL AND LIGHTING (LOCATION 1) LS 96,000.0000 96,000.00 1.000 96,000.00 (S) 162 SIGNAL AND LIGHTING (LOCATION 2) LS 8,800.0000 8,800.00 1.000 8,800.00 (S) 163 SIGNAL AND LIGHTING (LOCATION 3) LS 40,000.0000 40,000.00 1.000 40,000.00 (S) 164 SIGNAL AND LIGHTING (LOCATION 4) LS 29,000.0000 29,000.00 1.000 29,000.00 (S) 165 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 1.000 350,000.00 (S) 166 TRAFFIC MONITORING STATION (LOCATION 1) LS 47,000.0000 47,000.00 1.000 47,000.00 (S) 167 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 1.000 15,000.00 (S) 168 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 1.000 43,000.00 (S) 169 TRAFFIC MONITORING STATION (LOCATION 4) LS 7,000.0000 7,000.00 1.000 7,000.00 (S) 170 CLOSED CIRCUIT TELEVISION SYSTEM LS 8,500.0000 8,500.00 1.000 8,500.00 (S) 171 RAMP METERING SYSTEM (LOCATION 1) LS 4,600.0000 4,600.00 1.000 4,600.00 (S) 172 RAMP METERING SYSTEM (LOCATION 2) LS 23,000.0000 23,000.00 1.000 23,000.00 (S) 173 RAMP METERING SYSTEM (LOCATION 3) LS 27,000.0000 27,000.00 1.000 27,000.00 (S) 174 RAMP METERING SYSTEM (LOCATION 4) LS 26,000.0000 26,000.00 1.000 26,000.00 (S) 175 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 0.830 9,130.00 (S) 176 RAMP METERING SYSTEM (LOCATION 6) LS 22,000.0000 22,000.00 1.000 22,000.00 (S) 177 RAMP METERING SYSTEM (LOCATION 7) LS 27,000.0000 27,000.00 1.000 27,000.00 (S) 178 RAMP METERING SYSTEM (LOCATION 8) LS 27,000.0000 27,000.00 1.000 27,000.00 (S) 179 RAMP METERING SYSTEM (LOCATION 9) LS 35,000.0000 35,000.00 1.000 35,000.00 (S) PROGRAM CAS145 PAGE 8 DATE 12/20/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 03:06 PM ESTIMATE NO. 40 BID OPENING 12/19/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/27/05 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 12/20/11 ------------------------------------------------------------------------------------------------------------------------------------ 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 14,351,921.79 ADJUSTMENT OF COMPENSATION 125,000.00 594,245.16 EXTRA WORK 0.00 915,726.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 125,000.00 15,861,893.14 180 MOBILIZATION LS 647,506.0000 1,647,506.00 1.000 1,647,506.00 ORIGINAL CONTRACT AMOUNT 16,255,000.00 TOTAL WORK COMPLETED 125,000.00 17,509,399.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -82,494.92 TOTAL 125,000.00 17,426,904.22 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 180 MOBILIZATION 1,625,500.00 1,647,506.00 22,006.00 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 02/27/03 600 03/17/03 03/14/03 10/27/05 603 49 2 1 100% 100% HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 12/20/11