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 01/23/02 EST. NO.34 TIME 01:56 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 7305 57.21 E.W. @ F.A.(+) 110701 N 2293.0 7311 215.51 110501 N 2287.0 7315 57.21 110801 N 2282.0 7317 57.21 110601 N 2280.0 7322 201.84 110901 N 2274.0 7323 230.59 110901 N 2273.0 7326 230.59 111401 N 2270.0 7334 186.90 111401 N 2263.0 7335 186.90 112001 N 2308.0 7347 57.21 112001 N 2309.0 7355 164.65 101601 N 2217.1 7369 186.90 121001 N 2350.0 7371 441.33 120401 N 2329.0 7372 186.90 112601 N 2301.0 7373 215.51 110701 N 2290.1 7374 823.49 110601 N 2285.1 7375 259.21 110601 N 2283.1 7376 186.90 110801 N 2272.1 7377 291.80 122801 N 2388.0 7379 175.09 122801 N 2384.0 7380 202.14 122701 N 2382.0 7381 290.60 122701 N 2381.0 7382 314.33 122701 N 2380.0 7383 213.27 122601 N 2378.0 7385 358.86 122001 N 2376.0 7386 319.03 121901 N 2375.0 7387 186.90 121901 N 2374.0 7388 338.95 121801 N 2373.0 7389 175.98 121701 N 2372.0 7390 646.48 121701 N 2371.0 7392 27.17 121401 N 2368.0 7393 319.03 121401 N 2367.0 7394 202.14 121401 N 2366.0 7395 474.33 121301 N 2365.0 7396 186.90 121301 N 2364.0 7397 568.02 121201 N 2363.0 7398 186.90 121201 N 2362.0 7399 358.86 122801 N 2386.0 7400 663.04 011002 N 2407.0 7401 203.21 011002 N 2406.0 7402 129.68 011002 N 2405.0 7403 159.52 010902 N 2404.0 7404 129.68 010902 N 2403.0 7405 403.65 010902 N 2402.0 7407 461.21 010802 N 2400.0 7410 468.14 010702 N 2397.0 7411 468.14 010402 N 2396.0 7413 319.03 010402 N 2394.0 7414 39.83 010402 N 2393.0 7419 203.21 011102 N 2408.0 7420 86.96 112101 N 27 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 01/23/02 EST. NO.34 TIME 01:56 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 7421 1,003.18 092601 N 24 0 7422 224.08 112701 N 26 0 7423 723.57 011701 N 1330.0 7424 1,002.10 011601 N 2389.0 7425 50.88 032801 N 1502.0 7427 653.62 011701 N 1265.0 003 0004 381.76 A.C. @ U.P.(+) 011502 N NA1 0 015 5725 1,206.58 E.W. @ F.A.(+) 092001 N 2234.1 020 0005 900.00 E.W. @ F.A.(+) 121401 N 2413.0 021 0002 176.86 A.C. @ U.P.(+) 122001 N NA1 0 025 5720 133.10 E.W. @ F.A.(+) 122801 N 2383.0 032 0010-1 -544.47 E.W. @ F.A.(+) 020201 N 1348.0 DAO CORRECTING ENTRY 041 0004 57.21 E.W. @ F.A.(+) 122801 N 2387.0 074 7285 749.42 E.W. @ F.A.(+) 082201 N 2249.0 081 0001 155,432.37 E.W. @ L.S.(+) 010502 N 1 0 093 0018 236.51 E.W. @ F.A.(+) 082001 N 2176.0 097 0047 102.52 E.W. @ F.A.(+) 122601 N 2379.0 0048 3,214.16 061201 N 1935.0 0049 232.43 051601 N 1663.0 141 7282 4,411.99 E.W. @ F.A.(+) 082201 N 2248.1 144 7283 4,159.95 E.W. @ F.A.(+) 071201 N 2241.1 148 0004 787.13 E.W. @ L.S.(+) 011502 N NA1 0 167 0020 156.23 E.W. @ F.A.(+) 103001 N 2243.1 189 7280 1,528.36 E.W. @ F.A.(+) 110801 N 2297.1 194 0014 53,934.30 E.W. @ U.P (+) 122701 N NA 0 0015 2,410.85 A.C. @ L.S.(+) 011502 N NA1 0 0016 4,312.50 E.W. @ F.A.(+) 112101 N 2360.0 0017 3,806.34 111101 N 2357.0 0018 148.12 113001 N 2355.0 0019 296.26 112101 N 2351.0 255,406.05 TOTAL THIS ESTIMATE 2,083,874.24 TOTAL PREVIOUS ESTIMATE 2,339,280.29 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 01/23/02 EST. NO.34 TIME 01:56 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CONCRETE -352.30 04 OUT-OF-SPEC CONCRETE -259.55 04 OUT-OF-SPEC CONCRETE -1,800.00 06 OUT-OF-SPEC CONCRETE -1,340.06 07 OUT-OF-SPEC CONCRETE -470.45 31 NON-COMPL SWPPP -360,000.00 32 SWPPP COMPLIANCE 360,000.00 33 0.00 -4,222.36 EQUAL EMPLOYMENT OPPORTUNITY O/S EEO DOCS -10,000.00 28 DOCS RECD 10,000.00 30 0.00 0.00 LABOR COMPLIANCE VIOLATION O/S PRS SEPT -10,000.00 04 O/S PRS OCT -10,000.00 05 PRTL PRS RECD SEPT 9,000.00 05 PRS RECD SEPT 1,000.00 07 PRS RECD OCT 10,000.00 07 O/S PRS JAN -10,000.00 08 O/S PRS FEB -10,000.00 09 PRS RECD JAN 10,000.00 09 O/S PRS MARCH -10,000.00 10 PRS RECD FEB 10,000.00 11 PRTL PRS RECD MARCH 5,000.00 11 O/S PRS MAY -10,000.00 12 O/S PRS JUNE -10,000.00 13 PRTL PRS RECD MARCH 4,000.00 13 O/S PRS JULY -10,000.00 14 PRS RECD MARCH 1,000.00 14 O/S PRS AUGUST -10,000.00 15 O/S PRS SEPT -10,000.00 16 PRS RECD MAY 10,000.00 16 PRS RECD JUNE 10,000.00 16 O/S PRS OCT -10,000.00 17 PRS RECD JULY 10,000.00 17 O/S PRS NOV -10,000.00 19 PRS RECD AUG 10,000.00 19 PRS RECD SEPT 10,000.00 19 O/S PRS DEC -10,000.00 20 PRTL PRS RECD OCT 5,000.00 20 PRTL PRS RECD NOV 5,000.00 20 O/S PRS JAN -10,000.00 21 PRS RECD NOV 5,000.00 21 PRS RECD JAN 10,000.00 22 PRS RECD DEC 10,000.00 23 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 01/23/02 EST. NO.34 TIME 01:56 PM R.E. NAME: MORGAN, BILL 11-0019U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS APRIL -10,000.00 24 O/S PRS MAY -10,000.00 25 PRS RECD OCT 5,000.00 25 PRS RECD APRIL 10,000.00 25 O/S PRS JUNE -10,000.00 26 PRS RECD MAY 10,000.00 26 PRS RECD JUNE 10,000.00 28 O/S PRS AUGUST -10,000.00 29 O/S PRS SEPT -10,000.00 30 PRS RECD AUGUST 10,000.00 30 O/S PRS OCT -10,000.00 31 PRS RECD SEPT 10,000.00 31 O/S PRS NOV -10,000.00 32 PRS RECD OCT 10,000.00 32 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -14,222.36 PROGRAM CAS145 PAGE 1 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 LOCATION PROGRESS ESTIMATE 11-SD-125-13.7/L14.0 ----------------- FCI CONSTRUCTORS IN SAN DIEGO COUNTY IN AND NR LEMON 12707 HIGH BLUFF DR, STE 135 GROVE AND LA MESA ON RTE 125 FROM SAN DIEGO,CA 92130 TROY ST TO 0.3 KM E OF PANORAMA DR UC AND ON RTE 94 FROM 0.2 KM W OF GROVE ST OC TO 0.2 E CAMPO RD UC FED. AID NO. ACNH-X073(43)E CONSTRUCT FREEWAY AND INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 15,000.0000 15,000.00 0.750 11,250.00 002 TEMPORARY FENCE (TYPE CL-1.8) M 16.0000 5,440.00 564.291 9,028.66 (S) 003 4.9 TEMPORARY GATE (TYPE CL-1.8) EA 500.0000 2,500.00 1.000 500.00 (S) 004 PREPARE STORM WATER POLLUTION PREVENTION LS 500.0000 500.00 0.750 375.00 PLAN 005 WATER POLLUTION CONTROL LS 285,000.0000 285,000.00 0.030 8,550.00 0.810 230,850.00 006 CONSTRUCTION AREA SIGNS LS 36,300.0000 36,300.00 0.007 254.10 0.783 28,422.90 007 TRAFFIC CONTROL SYSTEM LS 160,000.0000 160,000.00 0.014 2,240.00 0.765 122,400.00 008 TYPE III BARRICADE EA 100.0000 8,900.00 1.000 100.00 56.000 5,600.00 009 TEMPORARY PAVEMENT MARKING (PAINT) M2 20.0000 480.00 168.900 3,378.00 (S) 010 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 14,400.00 25,538.000 15,322.80 (S) 011 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 300.00 81.000 2,430.00 (LEFT IN PLACE) 012 TRAFFIC PLASTIC DRUM EA 60.0000 13,200.00 84.000 5,040.00 013 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 15,000.00 3.000 3,000.00 014 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 5.000 100,000.00 015 TEMPORARY RAILING (TYPE K) M 20.0000 224,000.00 6,743.580 134,871.60 016 TEMPORARY CRASH CUSHION MODULE EA 250.0000 40,000.00 179.000 44,750.00 017 ABANDON CULVERT EA 21,000.0000 21,000.00 2.000 42,000.00 018 ABANDON MANHOLE EA 650.0000 28,600.00 44.000 28,600.00 019 ABANDON PIPELINE EA 300.0000 27,900.00 93.000 27,900.00 020 REMOVE CHAIN LINK FENCE M 18.0000 52,920.00 3,953.142 71,156.56 021 REMOVE BARRICADE EA 10.0000 410.00 0.000 0.00 022 REMOVE METAL BEAM GUARD RAILING M 16.0000 21,120.00 947.450 15,159.20 PROGRAM CAS145 PAGE 2 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE M 2.0000 23,000.00 2,756.700 5,513.40 024 REMOVE CHANNELIZERS EA 20.0000 2,200.00 0.000 0.00 025 REMOVE ROADSIDE SIGN EA 21.0000 2,310.00 20.000 420.00 026 REMOVE SIGN STRUCTURE EA 3,000.0000 30,000.00 3.000 9,000.00 027 REMOVE CURB M 13.0000 4,680.00 0.000 0.00 028 REMOVE RETAINING WALL LS 6,000.0000 6,000.00 1.000 6,000.00 029 REMOVE SHED LS 3,000.0000 3,000.00 1.000 3,000.00 030 REMOVE CONCRETE PAVEMENT M3 35.0000 8,050.00 0.000 0.00 031 REMOVE BASE AND SURFACING M3 7.0000 51,800.00 4,940.030 34,580.21 032 RECONSTRUCT FENCE (PORTION) LS 6,000.0000 6,000.00 0.050 300.00 1.000 6,000.00 033 RECONSTRUCT SIGN STRUCTURE EA 3,000.0000 3,000.00 0.000 0.00 034 RELOCATE HYDRANT EA 300.0000 2,100.00 7.000 2,100.00 (S) 035 SALVAGE FIRE HYDRANT ASSEMBLY EA 90.0000 450.00 7.000 630.00 (S) 036 RELOCATE ROADSIDE SIGN EA 280.0000 3,080.00 2.000 560.00 037 ADJUST MANHOLE TO GRADE EA 400.0000 400.00 1.000 400.00 038 REMODEL MANHOLE EA 800.0000 4,000.00 5.000 4,000.00 (S) 039 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 49,400.00 117.800 235.60 (S) (45 MM MAXIMUM) 040 REMOVE CONCRETE BARRIER M 7.0000 2,380.00 251.000 1,757.00 041 REMOVE CONCRETE BARRIER (TYPE K) M 15.0000 2,100.00 0.000 0.00 042 REMOVE CONCRETE BARRIER (TYPE 50) M 40.0000 23,200.00 480.290 19,211.60 043 PLUG CULVERT EA 250.0000 1,000.00 3.000 750.00 044 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 045 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.810 24,300.00 046 ROADWAY EXCAVATION M3 8.0000 3032,000.00 384,386.760 3,075,094.08 047 STRUCTURE EXCAVATION (BRIDGE) M3 25.0000 341,875.00 13,039.000 325,975.00 (F) 048 STRUCTURE EXCAVATION (RETAINING WALL) M3 25.0000 227,050.00 7,016.700 175,417.50 (F) 049 STRUCTURE BACKFILL (BRIDGE) M3 55.0000 487,300.00 5,634.160 309,878.80 (F) PROGRAM CAS145 PAGE 3 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 512,160.00 6,586.960 362,282.80 (F) 051 SAND BACKFILL M3 75.0000 4,500.00 76.320 5,724.00 052 DITCH EXCAVATION M3 40.0000 39,600.00 1,057.910 42,316.40 053 EARTH RETAINING STRUCTURE M2 450.0000 875,250.00 871.090 391,990.50 (SF) 054 IMPORTED BORROW M3 0.0100 1,690.00 34,059.000 340.59 055 HIGHWAY PLANTING LS 750,000.0000 750,000.00 0.010 7,500.00 (S) 056 IMPORTED TOPSOIL M3 80.0000 3,120.00 0.000 0.00 057 TOPSOIL M3 20.0000 40,200.00 1,681.410 33,628.20 058 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 059 PLANT ESTABLISHMENT WORK LS 100,000.0000 100,000.00 0.000 0.00 (S) 060 IRRIGATION SYSTEM LS 715,000.0000 715,000.00 0.038 27,170.00 (S) 061 WATER METER EA 1,800.0000 10,800.00 6.000 10,800.00 (S) 062 250 MM CORRUGATED HIGH DENSITY M 160.0000 88,000.00 343.200 54,912.00 (S) POLYETHYLENE PIPE CONDUIT 063 FINISHING ROADWAY LS 20,000.0000 20,000.00 0.200 4,000.00 064 CLASS 2 AGGREGATE BASE M3 25.0000 1245,000.00 34,095.920 852,398.00 065 ASPHALT TREATED PERMEABLE BASE M3 40.0000 86,000.00 2,112.740 84,509.60 066 SLURRY SEAL TONN 1,000.0000 1,000.00 0.000 0.00 067 ASPHALT CONCRETE TONN 41.0000 1558,000.00 15,877.346 650,971.19 068 ASPHALT CONCRETE BASE (TYPE A) TONN 53.0000 70,490.00 0.000 0.00 069 PLACE ASPHALT CONCRETE DIKE M 6.0000 34,500.00 1,849.500 11,097.00 070 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 16.0000 33,600.00 742.510 11,880.16 AREA) 071 ASPHALTIC EMULSION TONN 350.0000 3,150.00 0.380 133.00 (FOG SEAL COAT AND PAINT BINDER) 072 CONCRETE PAVEMENT M3 140.0000 819,000.00 4,701.396 658,195.44 073 SEAL PAVEMENT JOINT M 6.0000 29,820.00 10,802.400 64,814.40 074 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 100.0000 181,100.00 1,560.175 156,017.50 (S) PILING 075 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 90.0000 232,110.00 2,578.475 232,062.75 (S) PILING 076 2.80 M CAST-IN-DRILLED-HOLE CONCRETE M 2,360.0000 77,880.00 32.900 77,644.00 (S) PILING PROGRAM CAS145 PAGE 4 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 3.05 M CAST-IN-DRILLED-HOLE CONCRETE M 3,200.0000 262,400.00 82.000 262,400.00 (S) PILING 078 3.40 M CAST-IN-DRILLED-HOLE CONCRETE M 3,300.0000 2055,900.00 622.800 2,055,240.00 (S) PILING 079 PRESTRESSING CAST-IN-PLACE CONCRETE LS 2100,000.0000 2100,000.00 0.023 48,300.00 0.712 1,495,200.00 (S) 080 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 300.0000 1135,800.00 3,607.220 1,082,166.00 (F) 081 STRUCTURAL CONCRETE, BRIDGE M3 399.0000 16881,690.00 1,132.000 451,668.00 32,849.520 3,106,958.48 (F) 082 PRECAST ELEMENT RETAINING WALL M2 500.0000 952,500.00 1,904.240 952,120.00 (F) 083 STRUCTURAL CONCRETE, APPROACH SLAB M3 465.0000 233,430.00 179.750 83,583.75 (F) (TYPE N) 084 CLASS 1 CONCRETE (RETAINING WALL) M3 360.0000 1008,720.00 2,164.500 779,220.00 (F) 085 MINOR CONCRETE (CONCRETE STEPS) M3 2,500.0000 2,500.00 0.000 0.00 (F) 086 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 395,000.00 3.636 3,636.00 299.138 299,138.00 (F) 087 MINOR CONCRETE (BACKFILL) M3 100.0000 3,700.00 131.830 13,183.00 088 ARCHITECTURAL TREATMENT M2 75.0000 204,150.00 1,102.400 82,680.00 (F) 089 PORTLAND CEMENT PLASTER M2 19.0000 34,713.00 1,400.000 26,600.00 (SF) 090 APPLY ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 106,070.00 0.000 0.00 (F) 091 FRACTURED RIB TEXTURE M2 100.0000 34,000.00 263.000 26,300.00 (F) 092 DRY STACK TEXTURE M2 100.0000 1,500.00 0.000 0.00 (F) 093 DRILL AND BOND DOWEL M 18.0000 846.00 135.600 2,440.80 094 RETAINING WALL (MASONRY WALL) M2 160.0000 6,560.00 0.000 0.00 (F) 095 CORE GROUTED MASONRY (125 MM) M 50.0000 700.00 1.600 80.00 (S) 096 SOUND WALL (MASONRY BLOCK) M2 180.0000 898,380.00 4,057.360 730,324.80 (SF) 097 SOUND WALL (TRANSPARENT PANEL) M2 300.0000 119,100.00 323.303 96,990.90 (SF) 098 PTFE BEARING EA 4,000.0000 272,000.00 4.000 16,000.00 51.000 204,000.00 (S) 099 JOINT SEAL (TYPE B - MR 50 MM) M 200.0000 8,000.00 0.000 0.00 (S) 100 JOINT SEAL ASSEMBLY (MR 80 MM) M 340.0000 13,260.00 0.000 0.00 (S) 101 JOINT SEAL ASSEMBLY (MR 101 MM - 160 MM) M 1,300.0000 172,900.00 0.000 0.00 (S) 102 JOINT SEAL ASSEMBLY (MR 161 MM - 240 MM) M 1,700.0000 147,900.00 0.000 0.00 (S) 103 JOINT SEAL ASSEMBLY (MR 241 MM - 320 MM) M 2,200.0000 85,800.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 5 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 JOINT SEAL ASSEMBLY (MR 321 MM - 400 MM) M 3,100.0000 58,900.00 0.000 0.00 (S) 105 BAR REINFORCING STEEL (BRIDGE) KG 1.0000 7549,700.00 166,404.000 166,404.00 6,280,727.500 6,280,727.50 (SF) 106 BAR REINFORCING STEEL (RETAINING WALL) KG 1.2000 229,320.00 146,627.100 175,952.52 (SF) 107 ISOLATION CASING KG 9.0000 90,720.00 9,878.000 88,902.00 (SF) 108 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.2500 21,845.00 0.000 0.00 (F) 109 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 0.7000 3,598.00 0.000 0.00 (SF) 110 FURNISH SIGN STRUCTURE (TRUSS) KG 4.0000 435,400.00 0.000 0.00 (F) 111 INSTALL SIGN STRUCTURE (TRUSS) KG 0.5000 54,425.00 0.000 0.00 (SF) 112 760 MM CAST-IN-DRILLED-HOLE M 900.0000 89,100.00 10.000 9,000.00 43.500 39,150.00 (S) CONCRETE PILE (SIGN FOUNDATION) 113 920 MM CAST-IN-DRILLED-HOLE M 1,000.0000 29,000.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 114 METAL (RAIL MOUNTED SIGN) KG 17.0000 17,340.00 0.000 0.00 (F) 115 ROADSIDE SIGN - ONE POST EA 225.0000 11,025.00 14.000 3,150.00 116 ROADSIDE SIGN - TWO POST EA 835.0000 9,185.00 0.000 0.00 117 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 85.0000 1,445.00 0.000 0.00 METHOD) 118 INSTALL SIGN OVERLAY M2 30.0000 480.00 0.000 0.00 119 INSTALL ROADSIDE SIGN EA 1,560.0000 6,240.00 0.000 0.00 (LAMINATED WOOD BOX POST) 120 450 MM ALTERNATIVE PIPE CULVERT M 160.0000 800.00 0.000 0.00 121 600 MM ALTERNATIVE PIPE CULVERT M 200.0000 584,000.00 1,590.200 318,040.00 122 750 MM ALTERNATIVE PIPE CULVERT M 210.0000 102,900.00 226.800 47,628.00 123 1050 MM ALTERNATIVE PIPE CULVERT M 270.0000 24,300.00 91.000 24,570.00 124 1200 MM ALTERNATIVE PIPE CULVERT M 420.0000 151,200.00 358.000 150,360.00 125 600 MM REINFORCED CONCRETE PIPE M 330.0000 217,800.00 736.890 243,173.70 126 750 MM REINFORCED CONCRETE PIPE M 460.0000 299,000.00 634.690 291,957.40 127 375 MM REINFORCED CONCRETE PIPE M 300.0000 9,300.00 0.000 0.00 CASING (CLASS III) 128 JACKED 600 MM REINFORCED CONCRETE PIPE M 1,650.0000 87,450.00 54.000 89,100.00 (S) (CLASS V) 129 JACKED 1200 MM REINFORCED CONCRETE PIPE M 3,100.0000 310,000.00 101.000 313,100.00 (S) (CLASS V) 130 720 MM X 460 MM REINFORCED CONCRETE M 310.0000 34,100.00 101.510 31,468.10 ARCH PROGRAM CAS145 PAGE 6 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 1200 MM BITUMINOUS COATED CORRUGATED M 400.0000 14,000.00 32.000 12,800.00 STEEL PIPE (2.77 MM THICK) 132 450 MM BITUMINOUS COATED SLOTTED M 270.0000 45,900.00 100.450 27,121.50 CORRUGATED STEEL PIPE (1.63 MM THICK) 133 80 MM PLASTIC PIPE (EDGE DRAIN) M 27.0000 44,550.00 1,648.000 44,496.00 134 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 60.0000 7,200.00 112.000 6,720.00 135 900 MM BITUMINOUS COATED CORRUGATED M 430.0000 18,920.00 32.600 14,018.00 STEEL PIPE INLET (2.77 MM THICK) 136 600 MM BITUMINOUS COATED CORRUGATED M 320.0000 8,000.00 0.000 0.00 STEEL PIPE RISER (2.77 MM THICK) 137 500 MM WELDED STEEL PIPE CASING M 520.0000 62,400.00 60.630 31,527.60 (S) (TRENCHED) 138 500 MM WELDED STEEL PIPE CASING M 2,200.0000 193,600.00 69.370 152,614.00 (S) (JACKED-BORED) 139 500 MM WELDED STEEL PIPE CASING M 2,100.0000 170,100.00 0.000 0.00 (S) (JACKED) 140 450 MM ALTERNATIVE FLARED END SECTION EA 300.0000 300.00 1.000 300.00 141 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 5,600.00 7.000 2,800.00 142 1050 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 1.000 1,000.00 143 1200 MM ALTERNATIVE FLARED END SECTION EA 1,100.0000 2,200.00 0.000 0.00 144 150 MM GATE VALVE EA 650.0000 3,900.00 7.000 4,550.00 (S) 145 200 MM GATE VALVE EA 800.0000 7,200.00 11.000 8,800.00 (S) 146 250 MM GATE VALVE EA 1,100.0000 5,500.00 4.000 4,400.00 (S) 147 300 MM GATE VALVE EA 1,200.0000 7,200.00 5.000 6,000.00 (S) 148 900 MM REINFORCED CONCRETE PIPE RISER M 230.0000 8,280.00 54.500 12,535.00 149 CONNECTIONS TO EXISTING WATER SYSTEM EA 2,000.0000 22,000.00 14.000 28,000.00 (S) 150 50 MM BLOW-OFF ASSEMBLY EA 1,200.0000 4,800.00 2.000 2,400.00 (S) 151 150 MM POLYVINYL CHLORIDE WATER MAIN M 170.0000 35,700.00 179.020 30,433.40 (S) 152 150 MM DUCTILE IRON PIPE M 200.0000 6,200.00 0.000 0.00 (S) (IN REINFORCED CONCRETE PIPE CASING) 153 150 MM DUCTILE IRON WATER PIPE M 510.0000 3,570.00 0.000 0.00 (S) 154 200 MM POLYVINYL CHLORIDE WATER M 100.0000 61,000.00 925.870 92,587.00 (S) MAIN 155 200 MM DUCTILE IRON WATER PIPE M 260.0000 4,160.00 15.700 4,082.00 (S) 156 250 MM POLYVINYL CHLORIDE WATER M 110.0000 61,600.00 550.800 60,588.00 (S) MAIN 157 250 MM DUCTILE IRON WATER PIPE M 250.0000 13,750.00 34.900 8,725.00 (S) PROGRAM CAS145 PAGE 7 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 158 300 MM POLYVINYL CHLORIDE WATER MAIN M 270.0000 40,500.00 373.090 100,734.30 (S) 159 300 MM DUCTILE IRON WATER PIPE M 560.0000 27,440.00 8.900 4,984.00 (S) 160 300 MM DUCTILE IRON WATER PIPE M 180.0000 23,400.00 0.000 0.00 (S) (IN STEEL CASING) 161 WATER LATERAL EA 1,500.0000 30,000.00 22.000 33,000.00 (S) 162 100 MM VITRIFIED CLAY PIPE M 100.0000 1,500.00 0.000 0.00 (S) EXTRA STRENGTH 163 200 MM VITRIFIED CLAY PIPE M 160.0000 83,200.00 531.220 84,995.20 (S) EXTRA STRENGTH 164 200 MM PVC SDR 35 M 150.0000 226,500.00 1,450.705 217,605.75 (S) 165 250 MM PVC SDR 35 M 230.0000 211,600.00 719.802 165,554.46 (S) 166 SEWER TERMINAL CLEANOUT EA 350.0000 2,100.00 5.000 1,750.00 (S) 167 CONCRETE SEWER MANHOLE EA 3,200.0000 169,600.00 52.000 166,400.00 (S) 168 SEWER LATERAL EA 730.0000 31,390.00 25.000 18,250.00 (S) 169 CONCRETE CAP OVER SEWER M3 500.0000 20,000.00 40.000 20,000.00 (S) 170 MINOR CONCRETE (PIPE ENCASEMENT) M3 170.0000 40,800.00 90.370 15,362.90 (S) 171 TELEVISE SEWER LS 22,000.0000 22,000.00 0.250 5,500.00 (S) 172 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 22.0000 10,120.00 58.990 1,297.78 173 ROCK SLOPE PROTECTION M3 28.0000 896.00 0.000 0.00 (FACING, METHOD B) 174 CONCRETE (CHANNEL LINING) M3 400.0000 236,000.00 292.086 116,834.40 175 ROCK SLOPE PROTECTION FABRIC M2 2.0000 1,600.00 123.410 246.82 176 MINOR CONCRETE (MISCELLANEOUS M3 270.0000 251,100.00 802.110 216,569.70 CONSTRUCTION) 177 MINOR CONCRETE (GUTTER) M3 375.0000 27,000.00 50.600 18,975.00 (F) 178 MINOR CONCRETE (COLORED) M2 35.0000 48,300.00 0.000 0.00 179 MINOR CONCRETE (TEXTURED PAVING) M2 85.0000 24,650.00 0.000 0.00 180 MISCELLANEOUS IRON AND STEEL KG 2.0000 35,814.00 1,120.000 2,240.00 12,483.000 24,966.00 (F) 181 MISCELLANEOUS METAL KG 9.0000 138,060.00 380.000 3,420.00 7,962.500 71,662.50 (SF)(RESTRAINER - CABLE TYPE) 182 MISCELLANEOUS METAL (BRIDGE) KG 6.0000 182,100.00 142.500 855.00 19,798.350 118,790.10 (SF) 183 CHAIN LINK FENCE (TYPE CL-1.2, M 45.0000 5,400.00 0.000 0.00 (S) VINYL-CLAD) 184 CHAIN LINK FENCE (TYPE CL-1.8) M 38.0000 261,820.00 718.300 27,295.40 2,894.080 109,975.04 (S) PROGRAM CAS145 PAGE 8 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 185 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 600.0000 3,000.00 3.000 1,800.00 3.000 1,800.00 (S) 186 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 900.0000 6,300.00 0.000 0.00 (S) 187 DELINEATOR (CLASS 1) EA 40.0000 6,000.00 0.000 0.00 188 OBJECT MARKER EA 90.0000 990.00 0.000 0.00 189 METAL BEAM GUARD RAILING (WOOD POST) M 82.0000 60,680.00 211.860 17,372.52 (S) 190 PEDESTRIAN PROTECTIVE RAILING M 700.0000 2,100.00 0.000 0.00 (SF) 191 CONCRETE BARRIER (TYPE 25) M 110.0000 749,210.00 127.400 14,014.00 1,711.440 188,258.40 (F) 192 CONCRETE BARRIER (TYPE 25B) M 170.0000 487,900.00 2.450 416.50 212.050 36,048.50 193 CONCRETE BARRIER (TYPE 27B) M 170.0000 28,900.00 0.000 0.00 194 CONCRETE BARRIER (TYPE 50) M 145.0000 13,485.00 0.000 0.00 195 CONCRETE BARRIER (TYPE 50C) M 150.0000 45,000.00 0.000 0.00 196 CONCRETE BARRIER (TYPE 50D) M 100.0000 8,000.00 0.000 0.00 197 CONCRETE BARRIER (TYPE 50E) M 370.0000 99,900.00 0.000 0.00 198 CABLE RAILING M 25.0000 30,350.00 969.610 24,240.25 (SF) 199 REMOVABLE BARRIER POST EA 550.0000 1,100.00 0.000 0.00 (S) 200 CABLE ANCHOR ASSEMBLY EA 600.0000 600.00 0.000 0.00 (S) 201 CABLE ANCHOR ASSEMBLY EA 500.0000 9,000.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 202 TERMINAL SECTION (TYPE B) EA 100.0000 500.00 0.000 0.00 (S) 203 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 77,000.00 2.000 4,400.00 (S) 204 RETURN SECTION EA 110.0000 110.00 0.000 0.00 (S) 205 CRASH CUSHION, SAND FILLED EA 7,200.0000 7,200.00 0.000 0.00 (S) 206 CRASH CUSHION (QUADGUARD) EA 30,500.0000 152,500.00 0.000 0.00 (S) 207 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 10,260.00 20.880 793.44 (S) 208 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 13,280.00 0.000 0.00 (S) 209 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.6000 4,064.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 210 100 MM THERMOPLASTIC TRAFFIC STRIPE M 5.5000 363.00 0.000 0.00 (S) (BROKEN 1.83 M - 0.31 M) 211 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1500 851.00 0.000 0.00 (S) (BROKEN 5.18 M - 2.14 M) PROGRAM CAS145 PAGE 9 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 212 PAINT TRAFFIC STRIPE (2-COAT) M 0.4000 12,920.00 4,530.000 1,812.00 (S) 213 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.2000 13,680.00 2,292.000 2,750.40 (S) 214 PAVEMENT MARKER (REFLECTIVE) EA 3.4000 20,706.00 622.000 2,114.80 1,785.000 6,069.00 (S) 215 SIGNAL AND LIGHTING (LOCATION 1) LS 50,000.0000 50,000.00 0.000 0.00 (S) 216 SIGNAL AND LIGHTING (LOCATION 2) LS 12,000.0000 12,000.00 0.000 0.00 (S) 217 LIGHTING AND SIGN ILLUMINATION LS 525,000.0000 525,000.00 0.050 26,250.00 0.350 183,750.00 (S) 218 IRRIGATION CONTROLLER ENCLOSURE EA 4,000.0000 12,000.00 1.000 4,000.00 (S) CABINET (SINGLE) 219 IRRIGATION CONTROLLER ENCLOSURE EA 6,000.0000 18,000.00 0.000 0.00 (S) CABINET (DOUBLE) 220 COMMUNICATION CONDUIT (BRIDGE) M 14.0000 20,720.00 1,016.100 14,225.40 (SF) 221 TRAFFIC MONITORING STATION LS 41,000.0000 41,000.00 0.100 4,100.00 (S) 222 RAMP METERING SYSTEM (LOCATION 1) LS 48,000.0000 48,000.00 0.000 0.00 (S) 223 RAMP METERING SYSTEM (LOCATION 2) LS 26,000.0000 26,000.00 0.000 0.00 (S) 224 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.500 29,000.00 0.500 29,000.00 (S) 225 RAMP METERING SYSTEM (LOCATION 4) LS 58,000.0000 58,000.00 0.080 4,640.00 (S) 226 REMOVE RAMP METERING SYSTEM LS 5,000.0000 5,000.00 1.000 5,000.00 (S) (LOCATION 5) 227 150 MM FIRE HYDRANT ASSEMBLY EA 2,700.0000 29,700.00 9.000 24,300.00 (S) PROGRAM CAS145 PAGE 10 DATE 01/23/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-0019U4 TIME 01:56 PM ESTIMATE NO. 34 BID OPENING 05/27/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/02 R.E. NAME: MORGAN, BILL DATE OF THIS ESTIMATE 01/23/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 813,857.80 40,715,661.75 ADJUSTMENT OF COMPENSATION 2,969.47 440,236.95 EXTRA WORK 252,436.58 1,899,043.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,069,263.85 43,054,942.04 228 MOBILIZATION LS 6000,000.0000 6000,000.00 1.000 6,000,000.00 ORIGINAL CONTRACT AMOUNT 62,309,296.00 TOTAL WORK COMPLETED 1,069,263.85 49,054,942.04 MATERIALS ON HAND ON SITE 1,008,765.73 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -14,222.36 TOTAL 1,069,263.85 50,049,485.41 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E 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 06/25/99 1100 07/12/99 07/12/99 01/01/03 598 34 0 0 73% 70% PROGRESS IS SATISFACTORY MORGAN, BILL RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/02