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 04/23/03 EST. NO.01 TIME 01:42 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 04/23/03 EST. NO.01 TIME 01:42 PM R.E. NAME: HSU, PAUL 11-232604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 01 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -10,000.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 LOCATION RERUN PROGRESS 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 4375 JUTLAND DRIVE, 260 OVERCROSSING TO 1.4 KM NORTH OF SAN DIEGO,CA 92117-3610 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 0.000 0.00 002 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 27,000.0000 27,000.00 0.000 0.00 003 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 0.000 0.00 004 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 0.750 3,750.00 PREVENTION PLAN 005 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.037 1,480.00 0.037 1,480.00 006 TEMPORARY EROSION CONTROL M2 0.4000 34,240.00 0.000 0.00 007 TEMPORARY GRAVEL BAG EA 6.0000 16,440.00 456.000 2,736.00 456.000 2,736.00 008 TEMPORARY CONCRETE WASHOUT EA 3,500.0000 38,500.00 0.000 0.00 009 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 5,000.0000 120,000.00 2.000 10,000.00 2.000 10,000.00 010 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.500 13,500.00 0.500 13,500.00 (S) 011 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.037 5,920.00 0.037 5,920.00 (S) 012 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 120.00 19.870 119.22 19.870 119.22 (S) 013 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.2500 215,050.00 0.000 0.00 (S) 014 TEMPORARY PAVEMENT MARKING (TAPE) M2 15.0000 1,080.00 0.000 0.00 (S) 015 TRAFFIC PLASTIC DRUM EA 25.0000 19,500.00 43.000 1,075.00 43.000 1,075.00 (S) 016 TEMPORARY PAVEMENT MARKER EA 3.3000 56,760.00 4,416.000 14,572.80 4,416.000 14,572.80 (S) 017 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 0.037 370.00 0.037 370.00 (S) 018 TEMPORARY RAILING (TYPE K) M 15.0000 276,000.00 3,413.760 51,206.40 3,413.760 51,206.40 (S) 019 TEMPORARY CRASH CUSHION MODULE EA 150.0000 64,500.00 36.000 5,400.00 36.000 5,400.00 (S) 020 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 12,000.0000 36,000.00 3.000 36,000.00 3.000 36,000.00 (S) 021 REMOVE CHAIN LINK FENCE M 18.0000 15,300.00 310.700 5,592.60 310.700 5,592.60 022 REMOVE METAL BEAM GUARD RAILING M 24.0000 6,240.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 96.320 14,448.00 96.320 14,448.00 024 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 10.5000 61,110.00 620.870 6,519.14 620.870 6,519.14 MARKING 025 REMOVE CHANNELIZERS EA 10.0000 130.00 0.000 0.00 026 REMOVE ROADSIDE SIGN EA 100.0000 4,400.00 2.000 200.00 2.000 200.00 027 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 0.000 0.00 (S) 028 REMOVE SIGN PANEL EA 1,000.0000 14,000.00 0.000 0.00 029 REMOVE CULVERT M 200.0000 18,400.00 0.000 0.00 030 REMOVE 300 MM ASBESTO CEMENT PIPE WATER M 85.0000 9,350.00 0.000 0.00 LINE 031 REMOVE INLET EA 1,000.0000 4,000.00 0.000 0.00 032 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 8,600.00 0.000 0.00 033 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 64,900.00 0.000 0.00 (S) 034 RECONSTRUCT SIGN STRUCTURE EA 3,500.0000 7,000.00 0.000 0.00 (S) 035 RESET ROADSIDE SIGN EA 150.0000 3,900.00 0.000 0.00 036 RELOCATE ROADSIDE SIGN EA 150.0000 2,700.00 0.000 0.00 037 RELOCATE SIGN STRUCTURE EA 4,000.0000 12,000.00 0.000 0.00 (S) 038 MODIFY SIGN STRUCTURE EA 4,000.0000 4,000.00 0.000 0.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 102,400.00 0.000 0.00 (S) (60 MM MAXIMUM) 040 REMOVE CONCRETE BARRIER M 100.0000 14,000.00 0.000 0.00 041 REMOVE CONCRETE (MISCELLANEOUS) M3 280.0000 19,040.00 0.000 0.00 042 PLUG PIPE EA 750.0000 750.00 0.000 0.00 043 CAP INLET EA 750.0000 3,000.00 0.000 0.00 044 CAP RISER EA 750.0000 1,500.00 0.000 0.00 045 BRIDGE REMOVAL (PORTION) LS 65,000.0000 65,000.00 0.000 0.00 046 CLEARING AND GRUBBING LS 63,000.0000 63,000.00 0.100 6,300.00 0.100 6,300.00 047 REMOVE TREE EA 200.0000 36,000.00 26.000 5,200.00 26.000 5,200.00 048 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.750 6,750.00 0.750 6,750.00 049 ROADWAY EXCAVATION M3 14.0000 809,200.00 1,449.200 20,288.80 1,449.200 20,288.80 PROGRAM CAS145 PAGE 3 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.250 1,625.00 0.250 1,625.00 051 STRUCTURE EXCAVATION (BRIDGE) M3 155.0000 40,300.00 0.000 0.00 (F) 052 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.0000 350,055.00 254.000 6,858.00 254.000 6,858.00 (F) 053 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 24,500.00 0.000 0.00 (F) 054 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 432,960.00 0.000 0.00 (F) 055 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 34,480.00 0.000 0.00 (F) WALL) 056 HIGHWAY PLANTING LS 14,000.0000 14,000.00 0.000 0.00 (S) 057 IMPORTED TOPSOIL M3 30.0000 18,000.00 0.000 0.00 058 FIBER (EROSION CONTROL) KG 0.6000 9,780.00 0.000 0.00 (S) 059 FIBER ROLLS M 10.0000 119,000.00 709.000 7,090.00 709.000 7,090.00 060 COMPOST (EROSION CONTROL) KG 0.5000 8,700.00 0.000 0.00 (S) 061 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,000.00 0.000 0.00 (S) 062 PURE LIVE SEED (SEED TYPE 1) KG 35.0000 14,350.00 0.000 0.00 (S) 063 PURE LIVE SEED (SEED TYPE 2) KG 125.0000 2,500.00 0.000 0.00 (S) 064 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 8.0000 2,240.00 0.000 0.00 (S) 065 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 5,500.00 0.000 0.00 (S) 066 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 0.500 11,500.00 0.500 11,500.00 (S) 067 200 MM CONDUIT (DIRECTIONAL BORE) M 485.0000 33,950.00 0.000 0.00 068 200 MM CHDPE CONDUIT (OPEN TRENCH) M 250.0000 65,000.00 0.000 0.00 069 EXTEND 250 MM CONDUIT M 450.0000 27,000.00 0.000 0.00 070 EXTEND 500 MM CONDUIT M 680.0000 4,080.00 0.000 0.00 071 MAINTENANCE VEHICLE PULLOUT EA 11,000.0000 77,000.00 0.000 0.00 072 CLASS 4 AGGREGATE SUBBASE M3 30.0000 357,300.00 45.000 1,350.00 45.000 1,350.00 073 CLASS 2 AGGREGATE BASE M3 35.0000 404,250.00 52.200 1,827.00 52.200 1,827.00 074 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 700.0000 9,100.00 0.000 0.00 075 ASPHALT CONCRETE (TYPE A) TONN 58.0000 977,300.00 94.680 5,491.44 94.680 5,491.44 076 ASPHALT CONCRETE BASE (TYPE A) TONN 58.0000 754,290.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 078 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 925.00 0.000 0.00 079 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.5000 7,600.00 0.000 0.00 080 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 7,500.00 0.000 0.00 081 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 650.00 0.000 0.00 082 CONCRETE PAVEMENT M3 190.0000 1,649,200.00 0.000 0.00 083 SEAL PAVEMENT JOINT M 4.0000 35,240.00 0.000 0.00 084 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 35,880.00 0.000 0.00 085 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 72,600.00 0.000 0.00 (SF)PILING 086 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 0.000 0.00 (S) 087 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 27,000.00 0.000 0.00 (F) 088 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 304,000.00 0.000 0.00 (F) 089 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 686,000.00 0.000 0.00 (F) 090 CLASS 2 CONCRETE (RETAINING WALL) M3 350.0000 787,500.00 0.000 0.00 (F) 091 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 135,000.00 0.000 0.00 (F) 092 ANTI-GRAFFITI COATING M2 12.0000 28,080.00 0.000 0.00 (S) 093 FRACTURED RIB TEXTURE M2 45.0000 48,960.00 0.000 0.00 (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 0.000 0.00 (SF) 096 SOUND WALL (MASONRY BLOCK) M2 120.0000 238,920.00 0.000 0.00 (SF) 097 JOINT SEAL (MR 40 MM) M 125.0000 2,375.00 0.000 0.00 (S) 098 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 72,700.00 0.000 0.00 (SF) 099 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 366,430.00 0.000 0.00 (SF) 100 HEADED BAR REINFORCEMENT EA 4.0000 2,280.00 0.000 0.00 (SF) 101 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 6,560.00 0.000 0.00 (F) WITH WALKWAY) 102 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 3,280.00 0.000 0.00 (SF)WITH WALKWAY) 103 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 116,788.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 5 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (SF) 105 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,650.00 0.000 0.00 (F) 106 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.8000 9,954.00 0.000 0.00 (SF) 107 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 24,700.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 108 1070 MM CAST-IN-DRILLED-HOLE M 1,650.0000 118,800.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 109 ROADSIDE SIGN - ONE POST EA 315.0000 3,780.00 0.000 0.00 110 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 111 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,600.00 0.000 0.00 METHOD) 112 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 95.0000 19,950.00 0.000 0.00 (S) 113 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 500.00 0.000 0.00 EXISTING POST 114 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 115 PREPARE AND STAIN CONCRETE M2 25.0000 58,500.00 0.000 0.00 116 450 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 0.000 0.00 117 600 MM REINFORCED CONCRETE PIPE M 325.0000 71,500.00 0.000 0.00 118 1100 MM REINFORCED CONCRETE PIPE M 1,000.0000 1,100.00 0.000 0.00 119 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 700.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 120 600 MM BITUMINOUS COATED CORRUGATED M 400.0000 56,000.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 121 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 24,000.00 0.000 0.00 122 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 4,500.00 0.000 0.00 123 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 4,200.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 124 GRATED LINE DRAIN M 300.0000 69,000.00 0.000 0.00 125 450 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,000.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 126 300 MM DUCTILE IRON PIPE M 675.0000 74,250.00 0.000 0.00 127 900 MM REINFORCED CONCRETE PIPE RISER M 200.0000 240.00 0.000 0.00 128 CONCRETE (CONCRETE APRON) M3 1,250.0000 2,000.00 0.000 0.00 129 SLOPE PAVING (BLOCK VENEER) M2 110.0000 138,600.00 0.000 0.00 (SF) PROGRAM CAS145 PAGE 6 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 CONSTRUCTION) 131 MINOR CONCRETE (GUTTER) M 60.0000 42,660.00 0.000 0.00 (F) 132 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 150,000.00 0.000 0.00 (S) 133 MISCELLANEOUS IRON AND STEEL KG 2.0000 13,040.00 0.000 0.00 (SF) 134 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 13,140.00 0.000 0.00 (SF) 135 CHAIN LINK FENCE (TYPE CL-0.9) M 27.0000 3,510.00 0.000 0.00 (S) 136 TEMPORARY CHAIN LINK FENCE M 16.0000 9,120.00 0.000 0.00 (S) 137 CHAIN LINK FENCE (TYPE CL-1.8) M 28.0000 10,080.00 50.400 1,411.20 50.400 1,411.20 (S) 138 CHAIN LINK GATE EA 750.0000 3,000.00 0.000 0.00 (S) 139 DELINEATOR (CLASS 1) EA 35.0000 6,650.00 0.000 0.00 140 MILEPOST MARKER EA 45.0000 630.00 0.000 0.00 141 GUARD RAILING DELINEATOR EA 17.0000 1,190.00 0.000 0.00 142 CONCRETE BARRIER (TYPE 50) M 300.0000 5,100.00 0.000 0.00 (S) 143 CONCRETE BARRIER (TYPE 50E) M 350.0000 42,000.00 0.000 0.00 (S) 144 CABLE RAILING M 25.0000 17,775.00 0.000 0.00 (SF) 145 BURIED POST ANCHOR EA 550.0000 2,750.00 0.000 0.00 (S) 146 CABLE ANCHOR ASSEMBLY EA 1,100.0000 2,200.00 0.000 0.00 (S) 147 TERMINAL SYSTEM (TYPE ET) EA 3,100.0000 6,200.00 0.000 0.00 (S) 148 RELOCATE TERMINAL SYSTEM (TYPE SRT) EA 2,600.0000 28,600.00 0.000 0.00 (S) 149 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 5,600.00 0.000 0.00 (S) 150 CONCRETE BARRIER (TYPE 60D) M 170.0000 141,100.00 0.000 0.00 (SF) 151 CONCRETE BARRIER (TYPE 60S) M 130.0000 72,800.00 0.000 0.00 (S) 152 CONCRETE BARRIER (TYPE 732) M 160.0000 39,840.00 0.000 0.00 (F) 153 CONCRETE BARRIER (TYPE 732B) M 320.0000 51,200.00 0.000 0.00 (S) 154 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 6,200.00 0.000 0.00 (S) 155 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 9,960.00 717.780 1,722.67 717.780 1,722.67 (S) 156 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 7,260.00 216.000 324.00 216.000 324.00 (S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 7 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) 158 PAINT TRAFFIC STRIPE (2-COAT) M 0.3600 16,632.00 17,097.330 6,155.04 17,097.330 6,155.04 (S) 159 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 21,105.00 0.000 0.00 (S) 160 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 24,270.00 0.000 0.00 (S) 161 SIGNAL AND LIGHTING (LOCATION 1) LS 96,000.0000 96,000.00 0.000 0.00 (S) 162 SIGNAL AND LIGHTING (LOCATION 2) LS 8,800.0000 8,800.00 0.000 0.00 (S) 163 SIGNAL AND LIGHTING (LOCATION 3) LS 40,000.0000 40,000.00 0.000 0.00 (S) 164 SIGNAL AND LIGHTING (LOCATION 4) LS 29,000.0000 29,000.00 0.000 0.00 (S) 165 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 0.000 0.00 (S) 166 TRAFFIC MONITORING STATION (LOCATION 1) LS 47,000.0000 47,000.00 0.000 0.00 (S) 167 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 0.000 0.00 (S) 168 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 0.000 0.00 (S) 169 TRAFFIC MONITORING STATION (LOCATION 4) LS 7,000.0000 7,000.00 0.000 0.00 (S) 170 CLOSED CIRCUIT TELEVISION SYSTEM LS 8,500.0000 8,500.00 0.000 0.00 (S) 171 RAMP METERING SYSTEM (LOCATION 1) LS 4,600.0000 4,600.00 0.000 0.00 (S) 172 RAMP METERING SYSTEM (LOCATION 2) LS 23,000.0000 23,000.00 0.000 0.00 (S) 173 RAMP METERING SYSTEM (LOCATION 3) LS 27,000.0000 27,000.00 0.000 0.00 (S) 174 RAMP METERING SYSTEM (LOCATION 4) LS 26,000.0000 26,000.00 0.000 0.00 (S) 175 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 0.000 0.00 (S) 176 RAMP METERING SYSTEM (LOCATION 6) LS 22,000.0000 22,000.00 0.000 0.00 (S) 177 RAMP METERING SYSTEM (LOCATION 7) LS 27,000.0000 27,000.00 0.000 0.00 (S) 178 RAMP METERING SYSTEM (LOCATION 8) LS 27,000.0000 27,000.00 0.000 0.00 (S) 179 RAMP METERING SYSTEM (LOCATION 9) LS 35,000.0000 35,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 8 DATE 04/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:42 PM ESTIMATE NO. 01 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 04/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 04/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 256,782.31 256,782.31 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 256,782.31 256,782.31 180 MOBILIZATION LS 1647,506.0000 1,647,506.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 16,255,000.00 TOTAL WORK COMPLETED 256,782.31 256,782.31 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -10,000.00 TOTAL 246,782.31 246,782.31 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 EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/27/03 600 03/20/03 04/14/03 08/11/05 22 0 0 0 2% 4% PROGRESS IS SATISFACTORY HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 DATE 04/23/03