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 12/09/08 EST. NO.39 TIME 08:42 AM 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 12/09/08 EST. NO.39 TIME 08:42 AM 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 12/09/08 EST. NO.39 TIME 08:42 AM 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 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 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 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 1,367.560 54,702.40 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 27,000.0000 27,000.00 1.000 27,000.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 602.000 602,000.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 40,000.0000 40,000.00 1.000 40,000.00 06 TEMPORARY EROSION CONTROL M2 0.4000 34,240.00 76,254.000 30,501.60 07 TEMPORARY GRAVEL BAG EA 6.0000 16,440.00 2,740.000 16,440.00 08 TEMPORARY CONCRETE WASHOUT EA 3,500.0000 38,500.00 40.000 140,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 5,000.0000 120,000.00 24.000 120,000.00 10 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 1.000 27,000.00 S) 11 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 1.000 160,000.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 6.0000 120.00 21.910 131.46 S) 13 TEMPORARY TRAFFIC STRIPE (TAPE) M 4.2500 215,050.00 14,540.870 61,798.70 S) 14 TEMPORARY PAVEMENT MARKING (TAPE) M2 15.0000 1,080.00 40.010 600.15 S) 15 TRAFFIC PLASTIC DRUM EA 25.0000 19,500.00 711.000 17,775.00 S) 16 TEMPORARY PAVEMENT MARKER EA 3.3000 56,760.00 18,632.000 61,485.60 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 2.000 20,000.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 276,000.00 18,697.930 280,468.95 S) 19 TEMPORARY CRASH CUSHION MODULE EA 150.0000 64,500.00 415.000 62,250.00 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 15,300.00 895.300 16,115.40 22 REMOVE METAL BEAM GUARD RAILING M 24.0000 6,240.00 250.000 6,000.00 PROGRAM CAS145 PAGE 2 DATE 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,000.00 178.840 26,826.00 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 10.5000 61,110.00 7,056.480 74,093.04 MARKING 25 REMOVE CHANNELIZERS EA 10.0000 130.00 24.000 240.00 26 REMOVE ROADSIDE SIGN EA 100.0000 4,400.00 56.000 5,600.00 27 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 8.000 40,000.00 S) 28 REMOVE SIGN PANEL EA 1,000.0000 14,000.00 14.000 14,000.00 29 REMOVE CULVERT M 200.0000 18,400.00 101.780 20,356.00 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 6.000 6,000.00 32 REMOVE ASPHALT CONCRETE SURFACING M2 5.0000 8,600.00 1,619.750 8,098.75 33 RECONSTRUCT METAL BEAM GUARD RAILING M 110.0000 64,900.00 652.280 71,750.80 S) 34 RECONSTRUCT SIGN STRUCTURE EA 3,500.0000 7,000.00 2.000 7,000.00 S) 35 RESET ROADSIDE SIGN EA 150.0000 3,900.00 19.000 2,850.00 36 RELOCATE ROADSIDE SIGN EA 150.0000 2,700.00 27.000 4,050.00 37 RELOCATE SIGN STRUCTURE EA 4,000.0000 12,000.00 3.000 12,000.00 S) 38 MODIFY SIGN STRUCTURE EA 4,000.0000 4,000.00 1.000 4,000.00 S) 39 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 102,400.00 24,529.130 98,116.52 S) (60 MM MAXIMUM) 40 REMOVE CONCRETE BARRIER M 100.0000 14,000.00 204.300 20,430.00 41 REMOVE CONCRETE (MISCELLANEOUS) M3 280.0000 19,040.00 69.670 19,507.60 42 PLUG PIPE EA 750.0000 750.00 1.000 750.00 43 CAP INLET EA 750.0000 3,000.00 4.000 3,000.00 44 CAP RISER EA 750.0000 1,500.00 2.000 1,500.00 45 BRIDGE REMOVAL (PORTION) LS 65,000.0000 65,000.00 1.000 65,000.00 46 CLEARING AND GRUBBING LS 63,000.0000 63,000.00 1.000 63,000.00 47 REMOVE TREE EA 200.0000 36,000.00 136.000 27,200.00 48 DEVELOP WATER SUPPLY LS 9,000.0000 9,000.00 1.000 9,000.00 49 ROADWAY EXCAVATION M3 14.0000 809,200.00 59,648.230 835,075.22 PROGRAM CAS145 PAGE 3 DATE 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 6,500.00 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 12,965.000 350,055.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 24,500.00 140.000 24,500.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 432,960.00 10,824.000 432,960.00 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 34,480.00 862.000 34,480.00 F) WALL) 56 HIGHWAY PLANTING LS 14,000.0000 14,000.00 0.953 13,342.00 S) 57 IMPORTED TOPSOIL M3 30.0000 18,000.00 464.500 13,935.00 58 FIBER (EROSION CONTROL) KG 0.6000 9,780.00 11,750.130 7,050.08 S) 59 FIBER ROLLS M 10.0000 119,000.00 14,438.600 144,386.00 60 COMPOST (EROSION CONTROL) KG 0.5000 8,700.00 12,532.850 6,266.43 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 400.0000 4,000.00 7.000 2,800.00 S) 62 PURE LIVE SEED (SEED TYPE 1) KG 35.0000 14,350.00 293.470 10,271.45 S) 63 PURE LIVE SEED (SEED TYPE 2) KG 125.0000 2,500.00 11.200 1,400.00 S) 64 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 8.0000 2,240.00 195.800 1,566.40 S) 65 STABILIZING EMULSION (EROSION CONTROL) KG 2.5000 5,500.00 1,566.600 3,916.50 S) 66 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 1.000 23,000.00 S) 67 200 MM CONDUIT (DIRECTIONAL BORE) M 485.0000 33,950.00 74.970 36,360.45 68 200 MM CHDPE CONDUIT (OPEN TRENCH) M 250.0000 65,000.00 254.000 63,500.00 69 EXTEND 250 MM CONDUIT M 450.0000 27,000.00 37.000 16,650.00 70 EXTEND 500 MM CONDUIT M 680.0000 4,080.00 6.000 4,080.00 71 MAINTENANCE VEHICLE PULLOUT EA 11,000.0000 77,000.00 7.000 77,000.00 72 CLASS 4 AGGREGATE SUBBASE M3 30.0000 357,300.00 12,480.540 374,416.20 73 CLASS 2 AGGREGATE BASE M3 35.0000 404,250.00 13,211.270 462,394.45 74 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 700.0000 9,100.00 3.190 2,233.00 75 ASPHALT CONCRETE (TYPE A) TONN 58.0000 977,300.00 20,383.030 1,182,215.74 76 ASPHALT CONCRETE BASE (TYPE A) TONN 58.0000 754,290.00 10,838.000 628,604.00 PROGRAM CAS145 PAGE 4 DATE 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,543.800 6,359.50 78 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.5000 925.00 427.300 1,068.25 79 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.5000 7,600.00 2,549.000 6,372.50 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 7,500.00 2,806.600 7,016.50 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 650.00 176.500 441.25 82 CONCRETE PAVEMENT M3 190.0000 1,649,200.00 8,583.630 1,630,889.70 83 SEAL PAVEMENT JOINT M 4.0000 35,240.00 8,802.000 35,208.00 84 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 35,880.00 8,954.000 35,816.00 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 1.000 25,000.00 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 304,000.00 380.000 304,000.00 F) 89 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 686,000.00 1,960.000 686,000.00 F) 90 CLASS 2 CONCRETE (RETAINING WALL) M3 350.0000 787,500.00 2,250.000 787,500.00 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 135,000.00 108.900 163,350.00 F) 92 ANTI-GRAFFITI COATING M2 12.0000 28,080.00 1,493.820 17,925.84 S) 93 FRACTURED RIB TEXTURE M2 45.0000 48,960.00 1,088.000 48,960.00 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 1,134.000 136,080.00 SF) 96 SOUND WALL (MASONRY BLOCK) M2 120.0000 238,920.00 1,597.650 191,718.00 SF) 97 JOINT SEAL (MR 40 MM) M 125.0000 2,375.00 19.000 2,375.00 S) 98 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 72,700.00 72,700.000 72,700.00 SF) 99 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 366,430.00 293,144.000 366,430.00 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 6,560.00 820.000 6,560.00 F) WITH WALKWAY) 02 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 3,280.00 820.000 3,280.00 SF)WITH WALKWAY) 03 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.0000 116,788.00 29,197.000 116,788.00 F) PROGRAM CAS145 PAGE 5 DATE 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 27,800.000 27,800.00 SF) 05 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 5.0000 27,650.00 5,530.000 27,650.00 F) 06 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 1.8000 9,954.00 5,530.000 9,954.00 SF) 07 920 MM CAST-IN-DRILLED-HOLE M 1,300.0000 24,700.00 13.800 17,940.00 S) CONCRETE PILE (SIGN FOUNDATION) 08 1070 MM CAST-IN-DRILLED-HOLE M 1,650.0000 118,800.00 71.900 118,635.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 ROADSIDE SIGN - ONE POST EA 315.0000 3,780.00 15.000 4,725.00 10 ROADSIDE SIGN - TWO POST EA 700.0000 6,300.00 9.000 6,300.00 11 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 1,600.00 18.000 1,800.00 METHOD) 12 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 95.0000 19,950.00 201.200 19,114.00 S) 13 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 500.00 11.000 1,100.00 EXISTING POST 14 INSTALL ROADSIDE SIGN EA 2,000.0000 2,000.00 1.000 2,000.00 (LAMINATED WOOD BOX POST) 15 PREPARE AND STAIN CONCRETE M2 25.0000 58,500.00 1,493.820 37,345.50 16 450 MM REINFORCED CONCRETE PIPE M 200.0000 30,000.00 157.350 31,470.00 17 600 MM REINFORCED CONCRETE PIPE M 325.0000 71,500.00 269.890 87,714.25 18 1100 MM REINFORCED CONCRETE PIPE M 1,000.0000 1,100.00 1.100 1,100.00 19 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 700.00 2.000 700.00 STEEL PIPE (2.01 MM THICK) 20 600 MM BITUMINOUS COATED CORRUGATED M 400.0000 56,000.00 141.340 56,536.00 STEEL PIPE (2.01 MM THICK) 21 80 MM PLASTIC PIPE (EDGE DRAIN) M 25.0000 24,000.00 1,017.000 25,425.00 22 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 75.0000 4,500.00 56.900 4,267.50 23 450 MM BITUMINOUS COATED CORRUGATED M 350.0000 4,200.00 11.500 4,025.00 STEEL PIPE DOWNDRAIN (2.01 MM THICK) 24 GRATED LINE DRAIN M 300.0000 69,000.00 236.200 70,860.00 25 450 MM BITUMINOUS COATED CORRUGATED M 500.0000 3,000.00 5.600 2,800.00 STEEL PIPE RISER (2.01 MM THICK) 26 300 MM DUCTILE IRON PIPE M 675.0000 74,250.00 117.430 79,265.25 27 900 MM REINFORCED CONCRETE PIPE RISER M 200.0000 240.00 1.520 304.00 28 CONCRETE (CONCRETE APRON) M3 1,250.0000 2,000.00 1.600 2,000.00 29 SLOPE PAVING (BLOCK VENEER) M2 110.0000 138,600.00 1,260.000 138,600.00 SF) PROGRAM CAS145 PAGE 6 DATE 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 38.330 15,332.00 CONSTRUCTION) 31 MINOR CONCRETE (GUTTER) M 60.0000 42,660.00 711.000 42,660.00 F) 32 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 150,000.00 2,466.010 147,960.60 S) 33 MISCELLANEOUS IRON AND STEEL KG 2.0000 13,040.00 6,628.000 13,256.00 SF) 34 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 13,140.00 2,190.000 13,140.00 SF) 35 CHAIN LINK FENCE (TYPE CL-0.9) M 27.0000 3,510.00 145.500 3,928.50 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 10,080.00 407.400 11,407.20 S) 38 CHAIN LINK GATE EA 750.0000 3,000.00 2.000 1,500.00 S) 39 DELINEATOR (CLASS 1) EA 35.0000 6,650.00 194.000 6,790.00 40 MILEPOST MARKER EA 45.0000 630.00 11.000 495.00 41 GUARD RAILING DELINEATOR EA 17.0000 1,190.00 81.000 1,377.00 42 CONCRETE BARRIER (TYPE 50) M 300.0000 5,100.00 17.000 5,100.00 S) 43 CONCRETE BARRIER (TYPE 50E) M 350.0000 42,000.00 122.100 42,735.00 S) 44 CABLE RAILING M 25.0000 17,775.00 711.000 17,775.00 SF) 45 BURIED POST ANCHOR EA 550.0000 2,750.00 5.000 2,750.00 S) 46 CABLE ANCHOR ASSEMBLY EA 1,100.0000 2,200.00 2.000 2,200.00 S) 47 TERMINAL SYSTEM (TYPE ET) EA 3,100.0000 6,200.00 4.000 12,400.00 S) 48 RELOCATE TERMINAL SYSTEM (TYPE SRT) EA 2,600.0000 28,600.00 11.000 28,600.00 S) 49 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 5,600.00 11.000 7,700.00 S) 50 CONCRETE BARRIER (TYPE 60D) M 170.0000 141,100.00 830.000 141,100.00 SF) 51 CONCRETE BARRIER (TYPE 60S) M 130.0000 72,800.00 539.000 70,070.00 S) 52 CONCRETE BARRIER (TYPE 732) M 160.0000 39,840.00 249.000 39,840.00 F) 53 CONCRETE BARRIER (TYPE 732B) M 320.0000 51,200.00 160.000 51,200.00 S) 54 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 6,200.00 231.550 7,178.05 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 9,960.00 5,218.260 12,523.82 S) 56 200 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 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,285.000 2,285.00 S) (BROKEN 5.18 M - 2.14 M) 58 PAINT TRAFFIC STRIPE (2-COAT) M 0.3600 16,632.00 56,817.070 20,454.15 S) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 21,105.00 15,657.000 16,439.85 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 24,270.00 7,267.000 21,801.00 S) 61 SIGNAL AND LIGHTING (LOCATION 1) LS 96,000.0000 96,000.00 1.000 96,000.00 S) 62 SIGNAL AND LIGHTING (LOCATION 2) LS 8,800.0000 8,800.00 1.000 8,800.00 S) 63 SIGNAL AND LIGHTING (LOCATION 3) LS 40,000.0000 40,000.00 1.000 40,000.00 S) 64 SIGNAL AND LIGHTING (LOCATION 4) LS 29,000.0000 29,000.00 1.000 29,000.00 S) 65 LIGHTING AND SIGN ILLUMINATION LS 350,000.0000 350,000.00 1.000 350,000.00 S) 66 TRAFFIC MONITORING STATION (LOCATION 1) LS 47,000.0000 47,000.00 1.000 47,000.00 S) 67 TRAFFIC MONITORING STATION (LOCATION 2) LS 15,000.0000 15,000.00 1.000 15,000.00 S) 68 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 1.000 43,000.00 S) 69 TRAFFIC MONITORING STATION (LOCATION 4) LS 7,000.0000 7,000.00 1.000 7,000.00 S) 70 CLOSED CIRCUIT TELEVISION SYSTEM LS 8,500.0000 8,500.00 1.000 8,500.00 S) 71 RAMP METERING SYSTEM (LOCATION 1) LS 4,600.0000 4,600.00 1.000 4,600.00 S) 72 RAMP METERING SYSTEM (LOCATION 2) LS 23,000.0000 23,000.00 1.000 23,000.00 S) 73 RAMP METERING SYSTEM (LOCATION 3) LS 27,000.0000 27,000.00 1.000 27,000.00 S) 74 RAMP METERING SYSTEM (LOCATION 4) LS 26,000.0000 26,000.00 1.000 26,000.00 S) 75 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 0.830 9,130.00 S) 76 RAMP METERING SYSTEM (LOCATION 6) LS 22,000.0000 22,000.00 1.000 22,000.00 S) 77 RAMP METERING SYSTEM (LOCATION 7) LS 27,000.0000 27,000.00 1.000 27,000.00 S) 78 RAMP METERING SYSTEM (LOCATION 8) LS 27,000.0000 27,000.00 1.000 27,000.00 S) 79 RAMP METERING SYSTEM (LOCATION 9) LS 35,000.0000 35,000.00 1.000 35,000.00 S) PROGRAM CAS145 PAGE 8 DATE 12/09/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 08:42 AM ESTIMATE NO. 39 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 12/09/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.00 469,245.16 EXTRA WORK 0.00 915,726.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 15,736,893.14 80 MOBILIZATION LS 1647,506.0000 1,647,506.00 1.000 1,647,506.00 ORIGINAL CONTRACT AMOUNT 16,255,000.00 TOTAL WORK COMPLETED 0.00 17,384,399.14 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -82,494.92 TOTAL 0.00 17,301,904.22 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 12/09/08