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 02/24/04 EST. NO.13 TIME 02:58 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 0037 587.65 E.W. @ F.A.(+) 120503 N 093 0 014 0005 389.26 E.W. @ F.A.(+) 050803 N 014A 0 0006 552.84 050703 N 013B 0 0007 389.26 050803 N 014B 0 026 0017 7,119.03 E.W. @ F.A.(+) 070703 N 032B 0 0018 6,744.19 070803 N 033B 0 0019 3,858.14 070903 N 034B 0 19,640.37 TOTAL THIS ESTIMATE 321,259.54 TOTAL PREVIOUS ESTIMATE 340,899.91 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 02/24/04 EST. NO.13 TIME 02:58 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 0.00 -4,521.32 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 0.00 -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 0.00 -20,905.70 TOTAL DEDUCTIONS 0.00 -35,427.02 PROGRAM CAS145 PAGE 1 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 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 1,265.000 50,600.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 27,000.0000 27,000.00 0.037 999.00 0.368 9,936.00 03 TIME-RELATED OVERHEAD WDAY 1,000.0000 600,000.00 21.000 21,000.00 220.000 220,000.00 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 0.037 1,480.00 0.366 14,640.00 06 TEMPORARY EROSION CONTROL M2 0.4000 34,240.00 40,124.000 16,049.60 07 TEMPORARY GRAVEL BAG EA 6.0000 16,440.00 90.000 540.00 1,459.000 8,754.00 08 TEMPORARY CONCRETE WASHOUT EA 3,500.0000 38,500.00 2.000 7,000.00 15.000 52,500.00 09 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 5,000.0000 120,000.00 1.000 5,000.00 14.000 70,000.00 10 CONSTRUCTION AREA SIGNS LS 27,000.0000 27,000.00 0.013 351.00 0.642 17,334.00 S) 11 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.037 5,920.00 0.367 58,720.00 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 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 44.000 1,100.00 478.000 11,950.00 S) 16 TEMPORARY PAVEMENT MARKER EA 3.3000 56,760.00 53.000 174.90 17,748.000 58,568.40 S) 17 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 20,000.00 0.037 370.00 0.367 3,670.00 S) 18 TEMPORARY RAILING (TYPE K) M 15.0000 276,000.00 402.000 6,030.00 11,934.660 179,019.90 S) 19 TEMPORARY CRASH CUSHION MODULE EA 150.0000 64,500.00 14.000 2,100.00 259.000 38,850.00 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 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 48,000.00 159.260 23,889.00 24 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 10.5000 61,110.00 24.520 257.46 2,107.410 22,127.81 MARKING 25 REMOVE CHANNELIZERS EA 10.0000 130.00 0.000 0.00 26 REMOVE ROADSIDE SIGN EA 100.0000 4,400.00 14.000 1,400.00 27 REMOVE SIGN STRUCTURE EA 5,000.0000 40,000.00 1.000 5,000.00 5.000 25,000.00 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 86.330 17,266.00 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 4.000 4,000.00 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 38.100 4,191.00 198.040 21,784.40 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 1.000 150.00 36 RELOCATE ROADSIDE SIGN EA 150.0000 2,700.00 5.000 750.00 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 14,000.00 160.000 16,000.00 160.000 16,000.00 41 REMOVE CONCRETE (MISCELLANEOUS) M3 280.0000 19,040.00 69.670 19,507.60 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 0.250 16,250.00 1.000 65,000.00 46 CLEARING AND GRUBBING LS 63,000.0000 63,000.00 0.700 44,100.00 47 REMOVE TREE EA 200.0000 36,000.00 124.000 24,800.00 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 4,070.000 56,980.00 44,942.840 629,199.76 PROGRAM CAS145 PAGE 3 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.027 175.50 0.541 3,516.50 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 12,965.000 350,055.00 F) 53 STRUCTURE BACKFILL (BRIDGE) M3 175.0000 24,500.00 89.000 15,575.00 112.000 19,600.00 F) 54 STRUCTURE BACKFILL (RETAINING WALL) M3 40.0000 432,960.00 4,962.000 198,480.00 10,093.000 403,720.00 F) 55 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 34,480.00 326.000 13,040.00 849.000 33,960.00 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 2,683.200 26,832.00 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 60.590 2,120.65 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 29.000 7,250.00 85.000 21,250.00 69 EXTEND 250 MM CONDUIT M 450.0000 27,000.00 23.000 10,350.00 70 EXTEND 500 MM CONDUIT M 680.0000 4,080.00 1.200 816.00 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 6,175.310 185,259.30 73 CLASS 2 AGGREGATE BASE M3 35.0000 404,250.00 5,322.420 186,284.70 74 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 700.0000 9,100.00 1.070 749.00 75 ASPHALT CONCRETE (TYPE A) TONN 58.0000 977,300.00 264.000 15,312.00 6,981.040 404,900.32 76 ASPHALT CONCRETE BASE (TYPE A) TONN 58.0000 754,290.00 3,734.850 216,621.30 PROGRAM CAS145 PAGE 4 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 42.100 105.25 65.100 162.75 79 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.5000 7,600.00 481.900 1,204.75 481.900 1,204.75 80 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.5000 7,500.00 273.100 682.75 652.700 1,631.75 81 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.5000 650.00 6.700 16.75 14.700 36.75 82 CONCRETE PAVEMENT M3 190.0000 1,649,200.00 3,053.160 580,100.40 83 SEAL PAVEMENT JOINT M 4.0000 35,240.00 657.000 2,628.00 2,440.000 9,760.00 84 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 35,880.00 1,484.900 5,939.60 3,217.900 12,871.60 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 38.000 30,400.00 380.000 304,000.00 F) 89 STRUCTURAL CONCRETE, RETAINING WALL M3 350.0000 686,000.00 49.000 17,150.00 1,960.000 686,000.00 F) 90 CLASS 2 CONCRETE (RETAINING WALL) M3 350.0000 787,500.00 56.000 19,600.00 2,250.000 787,500.00 F) 91 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 135,000.00 10.490 15,735.00 32.200 48,300.00 F) 92 ANTI-GRAFFITI COATING M2 12.0000 28,080.00 0.000 0.00 S) 93 FRACTURED RIB TEXTURE M2 45.0000 48,960.00 154.000 6,930.00 1,017.000 45,765.00 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 52,681.000 52,681.00 SF) 99 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2500 366,430.00 263,046.000 328,807.50 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 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 5.800 7,540.00 S) CONCRETE PILE (SIGN FOUNDATION) 08 1070 MM CAST-IN-DRILLED-HOLE M 1,650.0000 118,800.00 5.800 9,570.00 18.300 30,195.00 S) CONCRETE PILE (SIGN FOUNDATION) 09 ROADSIDE SIGN - ONE POST EA 315.0000 3,780.00 2.000 630.00 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 15.000 3,000.00 77.520 15,504.00 17 600 MM REINFORCED CONCRETE PIPE M 325.0000 71,500.00 7.000 2,275.00 118.900 38,642.50 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 56.960 22,784.00 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 14.500 1,087.50 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 36.000 10,800.00 58.800 17,640.00 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 74,250.00 110.000 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 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 33.410 13,364.00 CONSTRUCTION) 31 MINOR CONCRETE (GUTTER) M 60.0000 42,660.00 52.000 3,120.00 252.000 15,120.00 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 13,040.00 864.000 1,728.00 1,296.000 2,592.00 SF) 34 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 13,140.00 2,190.000 13,140.00 2,190.000 13,140.00 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 10,080.00 407.400 11,407.20 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 40 MILEPOST MARKER EA 45.0000 630.00 0.000 0.00 41 GUARD RAILING DELINEATOR EA 17.0000 1,190.00 17.000 289.00 17.000 289.00 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 17,775.00 200.000 5,000.00 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 3.000 7,800.00 3.000 7,800.00 S) 49 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 700.0000 5,600.00 3.000 2,100.00 3.000 2,100.00 S) 50 CONCRETE BARRIER (TYPE 60D) M 170.0000 141,100.00 298.000 50,660.00 298.000 50,660.00 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 39,840.00 224.000 35,840.00 224.000 35,840.00 F) 53 CONCRETE BARRIER (TYPE 732B) M 320.0000 51,200.00 144.000 46,080.00 144.000 46,080.00 S) 54 THERMOPLASTIC PAVEMENT MARKING M2 31.0000 6,200.00 68.060 2,109.86 S) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.4000 9,960.00 926.260 2,223.02 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 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,358.720 489.14 49,404.790 17,785.72 S) 59 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0500 21,105.00 3,071.000 3,224.55 S) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 24,270.00 1,089.000 3,267.00 S) 61 SIGNAL AND LIGHTING (LOCATION 1) LS 96,000.0000 96,000.00 0.500 48,000.00 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 0.050 17,500.00 0.250 87,500.00 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 0.250 10,750.00 0.400 17,200.00 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 0.310 10,850.00 S) PROGRAM CAS145 PAGE 8 DATE 02/24/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-232604 TIME 02:58 PM ESTIMATE NO. 13 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 02/20/04 R.E. NAME: HSU, PAUL DATE OF THIS ESTIMATE 02/24/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 716,109.10 7,399,939.85 ADJUSTMENT OF COMPENSATION 0.00 122,719.92 EXTRA WORK 19,640.37 218,179.99 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 735,749.47 7,740,839.76 80 MOBILIZATION LS 1647,506.0000 1,647,506.00 0.950 1,565,130.70 ORIGINAL CONTRACT AMOUNT 16,255,000.00 TOTAL WORK COMPLETED 735,749.47 9,305,970.46 MATERIALS ON HAND ON SITE 145,150.92 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -35,427.02 TOTAL 735,749.47 9,415,694.36 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 03/17/03 03/14/03 08/22/05 218 9 2 0 56% 36% PROGRESS IS SATISFACTORY HSU, PAUL RESIDENT ENGINEER PROGRAM CAS145 PAGE 6 DATE 02/24/04