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 09/23/03 EST. NO.07 TIME 01:32 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 --------------------------------------------------------------------------- 001 0019 899.66 E.W. @ F.A.(+) 080603 N 052 0 0020 2,014.19 070203 N 053 0 0021 916.28 070703 N 054 0 0022 608.24 080203 N 055 0 0025 523.68 082703 N 058 0 003 0002 899.60 A.C. @ U.P.(+) 070103 N 0002 0 5,861.65 TOTAL THIS ESTIMATE 57,257.29 TOTAL PREVIOUS ESTIMATE 63,118.94 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 09/23/03 EST. NO.07 TIME 01:32 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 0.00 -1,620.50 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 -10,000.00 -10,000.00 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 -4,401.20 -20,905.70 TOTAL DEDUCTIONS -14,401.20 -32,526.20 PROGRAM CAS145 PAGE 1 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 LOCATION 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 ------------------------------------------------------------------------------------------------------------------------------------ 01 ARCHITECTURAL TREATMENT (COBBLE TEXTURE) M2 40.0000 88,280.00 467.000 18,680.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 27,000.0000 27,000.00 0.035 945.00 0.204 5,508.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 21.000 21,000.00 123.000 123,000.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 0.035 1,400.00 0.202 8,080.00 06 TEMPORARY EROSION CONTROL M2 0.4000 34,240.00 6,098.000 2,439.20 6,098.000 2,439.20 07 TEMPORARY GRAVEL BAG EA 6.0000 16,440.00 125.000 750.00 784.000 4,704.00 08 TEMPORARY CONCRETE WASHOUT EA 3,500.0000 38,500.00 1.000 3,500.00 7.000 24,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 5,000.0000 120,000.00 5.000 25,000.00 10 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.014 378.00 0.578 15,606.00 S) 11 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.035 5,600.00 0.203 32,480.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 120.00 19.870 119.22 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.2500 215,050.00 2,713.000 11,530.25 9,454.870 40,183.20 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 15.0000 1,080.00 40.010 600.15 S) 15 TRAFFIC PLASTIC DRUM EA 25.0000 19,500.00 13.000 325.00 251.000 6,275.00 S) 16 TEMPORARY PAVEMENT MARKER EA 3.3000 56,760.00 1,211.000 3,996.30 13,133.000 43,338.90 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 0.035 350.00 0.203 2,030.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 276,000.00 1,300.000 19,500.00 8,027.060 120,405.90 S) 19 TEMPORARY CRASH CUSHION MODULE EA 150.0000 64,500.00 43.000 6,450.00 160.000 24,000.00 S) 20 TEMPORARY CRASH CUSHION (TYPE ADIEM) EA 12,000.0000 36,000.00 3.000 36,000.00 S) 21 REMOVE CHAIN LINK FENCE M 18.0000 15,300.00 841.200 15,141.60 22 REMOVE METAL BEAM GUARD RAILING M 24.0000 6,240.00 250.000 6,000.00 PROGRAM CAS145 PAGE 2 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE TRAFFIC STRIPE (YELLOW) M2 150.0000 48,000.00 4.180 627.00 126.900 19,035.00 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 10.5000 61,110.00 1,339.600 14,065.80 MARKING 25 REMOVE CHANNELIZERS EA 10.0000 130.00 0.000 0.00 26 REMOVE ROADSIDE SIGN EA 100.0000 4,400.00 2.000 200.00 27 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 4.000 20,000.00 S) 28 REMOVE SIGN PANEL EA 1,000.0000 14,000.00 0.000 0.00 29 REMOVE CULVERT M 200.0000 18,400.00 7.900 1,580.00 7.900 1,580.00 30 REMOVE 300 MM ASBESTO CEMENT PIPE WATER M 85.0000 9,350.00 111.170 9,449.45 LINE 31 REMOVE INLET EA 1,000.0000 4,000.00 0.000 0.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 8,600.00 0.000 0.00 33 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 64,900.00 159.940 17,593.40 S) 34 RECONSTRUCT SIGN STRUCTURE EA 3,500.0000 7,000.00 0.000 0.00 S) 35 RESET ROADSIDE SIGN EA 150.0000 3,900.00 0.000 0.00 36 RELOCATE ROADSIDE SIGN EA 150.0000 2,700.00 2.000 300.00 2.000 300.00 37 RELOCATE SIGN STRUCTURE EA 4,000.0000 12,000.00 0.000 0.00 S) 38 MODIFY SIGN STRUCTURE EA 4,000.0000 4,000.00 0.000 0.00 S) 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 102,400.00 957.600 3,830.40 S) (60 MM MAXIMUM) 40 REMOVE CONCRETE BARRIER M 100.0000 14,000.00 0.000 0.00 41 REMOVE CONCRETE (MISCELLANEOUS) M3 280.0000 19,040.00 2.560 716.80 46.660 13,064.80 42 PLUG PIPE EA 750.0000 750.00 0.000 0.00 43 CAP INLET EA 750.0000 3,000.00 1.000 750.00 44 CAP RISER EA 750.0000 1,500.00 0.000 0.00 45 BRIDGE REMOVAL (PORTION) LS 65,000.0000 65,000.00 0.100 6,500.00 46 CLEARING AND GRUBBING LS 63,000.0000 63,000.00 0.250 15,750.00 0.500 31,500.00 47 REMOVE TREE EA 200.0000 36,000.00 1.000 200.00 78.000 15,600.00 48 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 0.750 6,750.00 49 ROADWAY EXCAVATION M3 14.0000 809,200.00 869.450 12,172.30 22,828.290 319,596.06 PROGRAM CAS145 PAGE 3 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 LEAD COMPLIANCE PLAN LS 6,500.0000 6,500.00 0.026 169.00 0.401 2,606.50 51 STRUCTURE EXCAVATION (BRIDGE) M3 155.0000 40,300.00 260.000 40,300.00 F) 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.0000 350,055.00 10,782.000 291,114.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 24,500.00 23.000 4,025.00 23.000 4,025.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 432,960.00 1,787.000 71,480.00 1,787.000 71,480.00 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 34,480.00 0.000 0.00 F) WALL) 56 HIGHWAY PLANTING LS 14,000.0000 14,000.00 0.000 0.00 S) 57 IMPORTED TOPSOIL M3 30.0000 18,000.00 0.000 0.00 58 FIBER (EROSION CONTROL) KG 0.6000 9,780.00 0.000 0.00 S) 59 FIBER ROLLS M 10.0000 119,000.00 625.000 6,250.00 1,894.000 18,940.00 60 COMPOST (EROSION CONTROL) KG 0.5000 8,700.00 0.000 0.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,000.00 0.000 0.00 S) 62 PURE LIVE SEED (SEED TYPE 1) KG 35.0000 14,350.00 0.000 0.00 S) 63 PURE LIVE SEED (SEED TYPE 2) KG 125.0000 2,500.00 0.000 0.00 S) 64 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 8.0000 2,240.00 0.000 0.00 S) 65 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 5,500.00 0.000 0.00 S) 66 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 0.510 11,730.00 S) 67 200 MM CONDUIT (DIRECTIONAL BORE) M 485.0000 33,950.00 0.000 0.00 68 200 MM CHDPE CONDUIT (OPEN TRENCH) M 250.0000 65,000.00 0.000 0.00 69 EXTEND 250 MM CONDUIT M 450.0000 27,000.00 0.000 0.00 70 EXTEND 500 MM CONDUIT M 680.0000 4,080.00 0.000 0.00 71 MAINTENANCE VEHICLE PULLOUT EA 11,000.0000 77,000.00 0.000 0.00 72 CLASS 4 AGGREGATE SUBBASE M3 30.0000 357,300.00 1,496.300 44,889.00 73 CLASS 2 AGGREGATE BASE M3 35.0000 404,250.00 1,469.700 51,439.50 74 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 700.0000 9,100.00 1.070 749.00 75 ASPHALT CONCRETE (TYPE A) TONN 58.0000 977,300.00 1,667.870 96,736.46 76 ASPHALT CONCRETE BASE (TYPE A) TONN 58.0000 754,290.00 1,147.860 66,575.88 PROGRAM CAS145 PAGE 4 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.5000 2,425.00 0.000 0.00 78 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 925.00 0.000 0.00 79 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.5000 7,600.00 0.000 0.00 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 7,500.00 0.000 0.00 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 650.00 0.000 0.00 82 CONCRETE PAVEMENT M3 190.0000 1,649,200.00 1,057.120 200,852.80 83 SEAL PAVEMENT JOINT M 4.0000 35,240.00 1,117.000 4,468.00 84 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 35,880.00 1,134.000 4,536.00 85 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 600.0000 72,600.00 121.000 72,600.00 SF)PILING 86 PRESTRESSING CAST-IN-PLACE CONCRETE LS 25,000.0000 25,000.00 0.000 0.00 S) 87 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 27,000.00 90.000 27,000.00 F) 88 STRUCTURAL CONCRETE, BRIDGE M3 800.0000 304,000.00 12.000 9,600.00 63.000 50,400.00 F) 89 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 686,000.00 661.000 231,350.00 661.000 231,350.00 F) 90 CLASS 2 CONCRETE (RETAINING WALL) M3 350.0000 787,500.00 402.000 140,700.00 1,726.000 604,100.00 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 135,000.00 7.410 11,115.00 10.540 15,810.00 F) 92 ANTI-GRAFFITI COATING M2 12.0000 28,080.00 0.000 0.00 S) 93 FRACTURED RIB TEXTURE M2 45.0000 48,960.00 75.000 3,375.00 396.000 17,820.00 F) 94 RAPID STRENGTH CONCRETE M3 600.0000 300,000.00 0.000 0.00 95 SOUND WALL (BARRIER) M2 120.0000 136,080.00 0.000 0.00 SF) 96 SOUND WALL (MASONRY BLOCK) M2 120.0000 238,920.00 0.000 0.00 SF) 97 JOINT SEAL (MR 40 MM) M 125.0000 2,375.00 0.000 0.00 S) 98 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 72,700.00 1,732.000 1,732.00 26,991.000 26,991.00 SF) 99 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 366,430.00 92,326.000 115,407.50 134,755.500 168,444.38 SF) 00 HEADED BAR REINFORCEMENT EA 4.0000 2,280.00 570.000 2,280.00 SF) 01 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 8.0000 6,560.00 0.000 0.00 F) WITH WALKWAY) 02 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 3,280.00 0.000 0.00 SF)WITH WALKWAY) 03 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 116,788.00 0.000 0.00 F) PROGRAM CAS145 PAGE 5 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 27,800.00 0.000 0.00 SF) 05 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,650.00 0.000 0.00 F) 06 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.8000 9,954.00 0.000 0.00 SF) 07 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 24,700.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 08 1070 MM CAST-IN-DRILLED-HOLE M 1,650.0000 118,800.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 ROADSIDE SIGN - ONE POST EA 315.0000 3,780.00 0.000 0.00 10 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 0.000 0.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,600.00 0.000 0.00 METHOD) 12 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 95.0000 19,950.00 0.000 0.00 S) 13 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 500.00 0.000 0.00 EXISTING POST 14 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 15 PREPARE AND STAIN CONCRETE M2 25.0000 58,500.00 0.000 0.00 16 450 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 23.500 4,700.00 23.500 4,700.00 17 600 MM REINFORCED CONCRETE PIPE M 325.0000 71,500.00 8.900 2,892.50 8.900 2,892.50 18 1100 MM REINFORCED CONCRETE PIPE M 1,000.0000 1,100.00 0.000 0.00 19 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 700.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 20 600 MM BITUMINOUS COATED CORRUGATED M 400.0000 56,000.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 21 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 24,000.00 381.000 9,525.00 22 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 4,500.00 8.000 600.00 23 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 4,200.00 0.000 0.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 24 GRATED LINE DRAIN M 300.0000 69,000.00 22.800 6,840.00 25 450 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,000.00 0.000 0.00 STEEL PIPE RISER (2.01 MM THICK) 26 300 MM DUCTILE IRON PIPE M 675.0000 74,250.00 110.000 74,250.00 27 900 MM REINFORCED CONCRETE PIPE RISER M 200.0000 240.00 0.000 0.00 28 CONCRETE (CONCRETE APRON) M3 1,250.0000 2,000.00 0.000 0.00 29 SLOPE PAVING (BLOCK VENEER) M2 110.0000 138,600.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 6 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 30 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 14,000.00 0.000 0.00 CONSTRUCTION) 31 MINOR CONCRETE (GUTTER) M 60.0000 42,660.00 0.000 0.00 F) 32 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 150,000.00 0.000 0.00 S) 33 MISCELLANEOUS IRON AND STEEL KG 2.0000 13,040.00 108.000 216.00 324.000 648.00 SF) 34 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 13,140.00 0.000 0.00 SF) 35 CHAIN LINK FENCE (TYPE CL-0.9) M 27.0000 3,510.00 0.000 0.00 S) 36 TEMPORARY CHAIN LINK FENCE M 16.0000 9,120.00 548.640 8,778.24 S) 37 CHAIN LINK FENCE (TYPE CL-1.8) M 28.0000 10,080.00 50.400 1,411.20 S) 38 CHAIN LINK GATE EA 750.0000 3,000.00 0.000 0.00 S) 39 DELINEATOR (CLASS 1) EA 35.0000 6,650.00 7.000 245.00 7.000 245.00 40 MILEPOST MARKER EA 45.0000 630.00 0.000 0.00 41 GUARD RAILING DELINEATOR EA 17.0000 1,190.00 0.000 0.00 42 CONCRETE BARRIER (TYPE 50) M 300.0000 5,100.00 0.000 0.00 S) 43 CONCRETE BARRIER (TYPE 50E) M 350.0000 42,000.00 0.000 0.00 S) 44 CABLE RAILING M 25.0000 17,775.00 0.000 0.00 SF) 45 BURIED POST ANCHOR EA 550.0000 2,750.00 0.000 0.00 S) 46 CABLE ANCHOR ASSEMBLY EA 1,100.0000 2,200.00 0.000 0.00 S) 47 TERMINAL SYSTEM (TYPE ET) EA 3,100.0000 6,200.00 0.000 0.00 S) 48 RELOCATE TERMINAL SYSTEM (TYPE SRT) EA 2,600.0000 28,600.00 0.000 0.00 S) 49 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 5,600.00 0.000 0.00 S) 50 CONCRETE BARRIER (TYPE 60D) M 170.0000 141,100.00 0.000 0.00 SF) 51 CONCRETE BARRIER (TYPE 60S) M 130.0000 72,800.00 0.000 0.00 S) 52 CONCRETE BARRIER (TYPE 732) M 160.0000 39,840.00 0.000 0.00 F) 53 CONCRETE BARRIER (TYPE 732B) M 320.0000 51,200.00 0.000 0.00 S) 54 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 6,200.00 0.000 0.00 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 9,960.00 717.780 1,722.67 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5000 7,260.00 216.000 324.00 S) (BROKEN 3.66 M - 0.92 M) PROGRAM CAS145 PAGE 7 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 1,860.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.3600 16,632.00 31,877.070 11,475.75 S) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 21,105.00 2,912.000 3,057.60 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 24,270.00 915.000 2,745.00 S) 61 SIGNAL AND LIGHTING (LOCATION 1) LS 96,000.0000 96,000.00 0.000 0.00 S) 62 SIGNAL AND LIGHTING (LOCATION 2) LS 8,800.0000 8,800.00 0.000 0.00 S) 63 SIGNAL AND LIGHTING (LOCATION 3) LS 40,000.0000 40,000.00 0.000 0.00 S) 64 SIGNAL AND LIGHTING (LOCATION 4) LS 29,000.0000 29,000.00 0.000 0.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 0.000 0.00 S) 66 TRAFFIC MONITORING STATION (LOCATION 1) LS 47,000.0000 47,000.00 0.000 0.00 S) 67 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 0.000 0.00 S) 68 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 0.000 0.00 S) 69 TRAFFIC MONITORING STATION (LOCATION 4) LS 7,000.0000 7,000.00 0.000 0.00 S) 70 CLOSED CIRCUIT TELEVISION SYSTEM LS 8,500.0000 8,500.00 0.000 0.00 S) 71 RAMP METERING SYSTEM (LOCATION 1) LS 4,600.0000 4,600.00 0.000 0.00 S) 72 RAMP METERING SYSTEM (LOCATION 2) LS 23,000.0000 23,000.00 0.040 920.00 S) 73 RAMP METERING SYSTEM (LOCATION 3) LS 27,000.0000 27,000.00 0.000 0.00 S) 74 RAMP METERING SYSTEM (LOCATION 4) LS 26,000.0000 26,000.00 0.000 0.00 S) 75 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 0.000 0.00 S) 76 RAMP METERING SYSTEM (LOCATION 6) LS 22,000.0000 22,000.00 0.000 0.00 S) 77 RAMP METERING SYSTEM (LOCATION 7) LS 27,000.0000 27,000.00 0.000 0.00 S) 78 RAMP METERING SYSTEM (LOCATION 8) LS 27,000.0000 27,000.00 0.000 0.00 S) 79 RAMP METERING SYSTEM (LOCATION 9) LS 35,000.0000 35,000.00 0.070 2,450.00 S) PROGRAM CAS145 PAGE 8 DATE 09/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 01:32 PM ESTIMATE NO. 07 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 09/20/03 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 09/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 712,766.85 3,297,478.56 ADJUSTMENT OF COMPENSATION 899.60 1,589.22 EXTRA WORK 4,962.05 61,529.72 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 718,628.50 3,360,597.50 80 MOBILIZATION LS 1647,506.0000 1,647,506.00 0.200 329,501.20 0.950 1,565,130.70 ORIGINAL CONTRACT AMOUNT 16,255,000.00 TOTAL WORK COMPLETED 1,048,129.70 4,925,728.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -14,401.20 -32,526.20 TOTAL 1,033,728.50 4,893,202.00 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 08/19/05 121 6 0 0 30% 20% PROGRESS IS SATISFACTORY HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 PAGE 16 DATE 09/23/03