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 10/22/02 EST. NO.40 TIME 02:46 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- 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 9202 129.66 E.W. @ F.A.(+) 062601 N 671 0 007 9075 122.83 E.W. @ F.A.(+) 012902 N 0796.0 9092 973.21 081302 N 0998.0 9093 905.21 082802 N 0999.0 9094 1,241.77 082902 N 1000.0 9095 809.93 083002 N 1006.0 009 6941 399.27 E.W. @ F.A.(+) 122701 N 0799.0 6949 100.37 040902 N 1026 0 014 5004 2,415.00 E.W. @ F.A.(+) 083102 N 1501 0 5005 828.00 071502 N 1502 0 5006 892.84 071702 N 1503 0 5007 507.73 072502 N 1504 0 5008 65.30 091802 N 1505 0 5009 338.79 073002 N 1506 0 5010 679.54 082702 N 1507 0 5011 1,431.94 091202 N 1508 0 5012 1,462.56 091302 N 1509 0 5013 1,360.22 091402 N 1510 0 5014 1,472.97 091602 N 1511 0 5015 632.09 091702 N 1512 0 5016 552.22 091702 N 1513 0 5017 664.65 091802 N 1514 0 5018 985.80 091902 N 1515 0 5019 1,029.73 092002 N 1516 0 031 9224 28.75 E.W. @ F.A.(+) 112601 N 1051.1 9225 86.28 112601 N 1078.1 039 9212 132.84 E.W. @ F.A.(+) 103001 N 0801.0 9216 953.72 120201 N 0805.0 9217 792.70 121701 N 0806.0 9221 929.28 032002 N 1349.0 9224 356.76 011001 N 1344.0 9225 297.29 011101 N 1345.0 9250 266.29 091602 N 1001.0 9251 1,046.67 091702 N 1002.0 9252 838.11 091802 N 1003.0 042 6945 589.82 E.W. @ F.A.(+) 091702 N 1487 0 6946 994.17 092002 N 1488 0 047 9180 28.75 E.W. @ F.A.(+) 111901 N 1086.1 9181 86.28 112001 N 1087.1 9182 71.89 112701 N 1053.1 9183 115.03 112801 N 1054.1 049 9186 7,628.79 A.C. @ U.P.(+) 092101 N 841570 054 9049 232.29 E.W. @ F.A.(+) 091302 N 1004.0 9050 1,178.35 091302 N 1489 0 060 6936 232.27 E.W. @ F.A.(+) 021502 N 1351.0 6937 56.29 030402 N 1352.0 6938 66.54 030402 N 1353.0 064 0005 11,571.60 E.W. @ F.A.(+) 021202 N 1429 0 065 9033 849.77 E.W. @ F.A.(+) 083102 N 1009.0 9034 1,321.30 090302 N 1010.0 9035 1,241.93 090402 N 1011.0 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 10/22/02 EST. NO.40 TIME 02:46 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 9036 595.41 090502 N 1012.0 9037 595.41 090602 N 1013.0 9038 2,721.40 083002 N 1005.0 9039 1,147.64 081502 N 1007.0 9040 191.58 082202 N 1008.0 9041 16.65 090602 N 1517 0 9042 4,945.00 082802 N 1027 0 9043 1,931.09 090902 N 1490 0 9044 1,914.96 090502 N 1491 0 070 0006 2,515.30 E.W. @ F.A.(+) 102301 N 1414 0 073 9207 174.40 E.W. @ F.A.(+) 042602 N 0937.0 075 0037 371.62 E.W. @ F.A.(+) 102501 N 0823.0 0038 740.67 103001 N 0824.0 0047 204.68 010302 N 0833.0 0049 288.88 011602 N 0835.0 081 9213 723.86 E.W. @ F.A.(+) 091802 N 1017.0 9214 559.43 091902 N 1018.0 9215 130.92 092002 N 1496 0 082 0045 13,907.87 E.W. @ F.A.(+) 013002 N 1298 0 0056 129.52 081502 N 1019.0 088 0050 138.05 E.W. @ F.A.(+) 081302 N 1020.0 0051 504.07 082302 N 1021.0 0052 144.78 091602 N 1022.0 0053 445.81 091702 N 1023.0 0054 382.66 091702 N 1024.0 0055 149.38 092702 N 1518 0 0056 596.85 080102 N 1028 0 0057 646.30 080602 N 1029 0 88,809.58 TOTAL THIS ESTIMATE 4,511,211.82 TOTAL PREVIOUS ESTIMATE 4,600,021.40 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 10/22/02 EST. NO.40 TIME 02:46 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE WELDING -264.00 10 OUT-OF-SPEC CONCRETE -4,720.00 15 OUT-OF-SPEC CLASS 2 -1,200.00 21 WELDING QUAL. CONTRL -100.00 25 SOUNDWALL MIX DESGN -1,068.87 28 SURVEY RESTAKING -3,000.00 28 SURVEY RESTAKING -1,540.00 28 PCC THICKNESS DEF DE -2,684.13 35 0.00 -14,577.00 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCUMENTS -6,024.94 10 DOCS RECD 6,024.94 12 O/S EEO DOCS -10,000.00 23 O/S DOCUMENTS -10,000.00 38 0.00 -20,000.00 LABOR COMPLIANCE VIOLATION O/S PRS MARCH -10,000.00 04 O/S PRS APRIL -10,000.00 05 O/S PRS MAY -10,000.00 07 O/S PRS JUNE -10,000.00 08 O/S PRS JULY -6,024.94 10 PRS RECD MARCH 10,000.00 10 O/S PRS AUGUST -10,000.00 12 O/S PRS SEPT -10,000.00 13 PRTL PRS RECD APRIL 5,000.00 13 PRTL PRS RECD MAY 5,000.00 13 PRTL PRS RECD JUNE 5,000.00 13 PRTL PRS RECD JULY 5,000.00 13 O/S PRS OCT -10,000.00 14 PRS RECD JULY 1,024.94 14 O/S PRS NOV -10,000.00 15 O/S PRS DEC -8,007.34 16 PRS RECD JUNE 5,000.00 16 O/S PRS JAN -10,000.00 17 O/S PRS FEB -10,000.00 18 POTENTIAL WAGE CASE -10,000.00 18 O/S PRS MARCH -10,000.00 19 O/S PRS APRIL -10,000.00 20 O/S PRS MAY -10,000.00 21 PRS RECD JAN 10,000.00 21 O/S PRS JUNE -10,000.00 22 PRS RECD MAY 10,000.00 22 O/S PRS JULY -10,000.00 23 O/S PRS AUGUST -10,000.00 25 WAGE CASE 10,000.00 25 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 10/22/02 EST. NO.40 TIME 02:46 PM R.E. NAME: BANKSTON, TROY 11-001934 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- O/S PRS SEPT -10,000.00 26 O/S PRS OCT -10,000.00 27 O/S PRS NOV -10,000.00 28 O/S PRS DEC 01 -10,000.00 29 PRS RECD NOV 00 10,000.00 29 PRS RECD MAR 01 10,000.00 29 O/S PRS JAN -10,000.00 31 O/S PRS FEB 02 -10,000.00 32 O/S PRS MARCH -10,000.00 34 O/S PRS APR 00 RECD 5,000.00 35 O/S PRS AUG 00 RECD 10,000.00 35 O/S PRS APRIL -10,000.00 35 O/S PRS FEB 01 RECD 10,000.00 35 O/S PRS JULY 01 RECD 10,000.00 35 O/S PRS JUNE 01 RECD 10,000.00 35 O/S PRS MAY -10,000.00 36 PRS RECD APRIL 02 10,000.00 36 O/S PRS JUNE -10,000.00 37 O/S PRS JULY -10,000.00 38 PRS RECD NOV 01 10,000.00 38 PRS RECD DEC 00 10,000.00 38 PRS RECD JUNE 10,000.00 38 PRS RECD JAN 02 10,000.00 38 PRS RECD FEB 02 10,000.00 38 O/S PRS AUG -10,000.00 39 O/S PRS SEPT -10,000.00 40 -10,000.00 -123,007.34 TOTAL DEDUCTIONS -10,000.00 -157,584.34 PROGRAM CAS145 PAGE 1 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 LOCATION PROGRESS ESTIMATE 11-SD-125-12.1/13.7 ----------------- MYERS AND ROADWAY JV IN SAN DIEGO COUNTY IN AND NEAR 4101 WESTERLY PLACE STE 101 LEMON GROVE FROM 0.3 KM SOUTH OF NEWPORT BEACH CA 926602320 JAMACHA ROAD TO 0.1 KM NORTH OF TROY STREET FED. AID NO. ACNH-P125(13)E CONSTRUCT 6 LANE FREEWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 70,000.0000 70,000.00 0.164 11,480.00 002 PREPARE STORM WATER POLLUTION PREVENTION LS 10,000.0000 10,000.00 0.750 7,500.00 PLAN 003 WATER POLLUTION CONTROL LS 155,000.0000 155,000.00 0.883 136,865.00 004 CONSTRUCTION AREA SIGNS LS 55,000.0000 55,000.00 0.910 50,050.00 (S) 005 TRAFFIC CONTROL SYSTEM LS 22,000.0000 22,000.00 0.954 20,988.00 (S) 006 TYPE III BARRICADE EA 60.0000 6,060.00 10.000 600.00 (S) 007 TEMPORARY PAVEMENT MARKING (PAINT) M2 38.0000 798.00 60.990 2,317.62 (S) 008 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.5000 1,515.00 7,209.600 10,814.40 (S) 009 TRAFFIC PLASTIC DRUM EA 34.0000 20,400.00 180.000 6,120.00 (S) 010 TEMPORARY PAVEMENT MARKER EA 4.4000 484.00 263.000 1,157.20 (S) 011 TEMPORARY EROSION CONTROL HA 3,600.0000 18,000.00 27.451 98,823.60 (S) 012 PORTABLE CHANGEABLE MESSAGE SIGN EA 24,000.0000 96,000.00 4.000 96,000.00 (S) 013 TEMPORARY RAILING (TYPE K) M 22.0000 27,940.00 1,689.900 37,177.80 014 TEMPORARY CRASH CUSHION MODULE EA 210.0000 37,800.00 148.000 31,080.00 015 ABANDON CULVERT EA 820.0000 5,740.00 4.500 3,690.00 016 ABANDON PIPELINE EA 1,100.0000 9,900.00 8.000 8,800.00 (S) 017 OBLITERATE SURFACING M2 3.0000 3,090.00 342.000 1,026.00 018 REMOVE TRAFFIC STRIPE M 3.5000 5,425.00 1,819.640 6,368.74 019 REMOVE ASPHALT CONCRETE DIKE M 3.0000 1,590.00 530.000 1,590.00 020 REMOVE CULVERT M 72.0000 5,184.00 102.100 7,351.20 021 REMOVE INLET EA 820.0000 3,280.00 6.000 4,920.00 022 REMOVE HEADWALL EA 660.0000 2,640.00 3.000 1,980.00 PROGRAM CAS145 PAGE 2 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE SEWER MANHOLE EA 1,300.0000 3,900.00 4.000 5,200.00 024 REMOVE SEWER PIPE M 66.0000 3,960.00 74.700 4,930.20 025 MODIFY MANHOLE EA 1,750.0000 8,750.00 2.000 3,500.00 026 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 11.0000 3,300.00 271.700 2,988.70 (S) 027 REMOVE CONCRETE M3 65.0000 2,600.00 33.100 2,151.50 028 CAP INLET EA 1,975.0000 3,950.00 1.000 1,975.00 029 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 1.000 50,000.00 030 DEVELOP WATER SUPPLY LS 35,000.0000 35,000.00 0.927 32,445.00 031 ROADWAY EXCAVATION M3 1.9000 1,056,400.00 652,036.000 1,238,868.40 032 STRUCTURE EXCAVATION (BRIDGE) M3 4.0000 19,464.00 4,866.000 19,464.00 (F) 033 STRUCTURE EXCAVATION (RETAINING WALL) M3 7.0000 3,731.00 728.000 5,096.00 (F) 034 STRUCTURE BACKFILL (BRIDGE) M3 48.0000 184,560.00 3,845.000 184,560.00 (F) 035 STRUCTURE BACKFILL (RETAINING WALL) M3 155.0000 30,380.00 391.000 60,605.00 (F) 036 SAND BACKFILL M3 150.0000 6,900.00 36.800 5,520.00 037 DITCH EXCAVATION M3 22.0000 15,180.00 460.500 10,131.00 038 EMBANKMENT M3 1.0000 555,000.00 535,319.000 535,319.00 039 HIGHWAY PLANTING LS 675,000.0000 675,000.00 0.133 89,775.00 0.392 264,600.00 (S) 040 IMPORTED TOPSOIL M3 30.0000 116,700.00 2,905.400 87,162.00 (S) 041 PLANT ESTABLISHMENT WORK LS 25,000.0000 25,000.00 0.076 1,900.00 0.416 10,400.00 (S) 042 IRRIGATION SYSTEM LS 685,000.0000 685,000.00 0.794 543,890.00 (S) 043 NPS 3 SUPPLY LINE (BRIDGE) M 150.0000 22,200.00 148.000 22,200.00 (SF) 044 NPS 4 SUPPLY LINE (BRIDGE) M 160.0000 43,040.00 269.000 43,040.00 (SF) 045 75 MM PLASTIC PIPE (PR315) (CONDUIT) M 20.0000 840.00 0.000 0.00 (S) 046 20 MM WATER METER EA 3,200.0000 6,400.00 2.000 6,400.00 (S) 047 50 MM WATER METER EA 4,600.0000 13,800.00 3.000 13,800.00 (S) 048 200 MM CORRUGATED HIGH DENSITY M 140.0000 180,600.00 1,276.000 178,640.00 (S) POLYETHYLENE PIPE CONDUIT 049 FINISHING ROADWAY LS 22,000.0000 22,000.00 0.750 16,500.00 PROGRAM CAS145 PAGE 3 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 CLASS 2 AGGREGATE BASE M3 26.0000 954,200.00 38,047.800 989,242.80 051 ASPHALT TREATED PERMEABLE BASE M3 85.0000 505,750.00 5,950.000 505,750.00 052 ASPHALT CONCRETE (TYPE A) TONN 45.0000 742,500.00 17,773.350 799,800.75 053 ASPHALT CONCRETE BASE (TYPE A) TONN 50.0000 480,000.00 8,833.600 441,680.00 054 PLACE ASPHALT CONCRETE DIKE M 4.0000 21,120.00 4,936.000 19,744.00 055 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 26,000.00 540.000 10,800.00 AREA) 056 ASPHALTIC EMULSION TONN 1,300.0000 15,600.00 19.670 25,571.00 (FOG SEAL COAT AND PAINT BINDER) 057 CONCRETE PAVEMENT M3 125.0000 1,637,500.00 13,032.000 1,629,000.00 058 SEAL PAVEMENT JOINT M 12.0000 53,400.00 11,654.400 139,852.80 24,497.400 293,968.80 059 FURNISH STEEL PILING (HP 250 X 85) M 45.0000 43,470.00 972.020 43,740.90 060 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 168,000.00 84.000 168,000.00 (S) 061 FURNISH STEEL PILING (HP 310 X 125) M 72.0000 81,864.00 1,135.650 81,766.80 062 DRIVE STEEL PILE (HP 310 X 125) EA 2,000.0000 184,000.00 92.000 184,000.00 (S) 063 PRESTRESSING CAST-IN-PLACE CONCRETE LS 260,000.0000 260,000.00 1.000 260,000.00 (S) 064 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 360.0000 208,080.00 578.000 208,080.00 (F) 065 STRUCTURAL CONCRETE, BRIDGE M3 475.0000 2,415,850.00 5,096.000 2,420,600.00 (F) 066 STRUCTURAL CONCRETE, APPROACH SLAB M3 475.0000 177,650.00 374.000 177,650.00 (F) (TYPE N) 067 CLASS 2 CONCRETE M3 1,100.0000 38,500.00 28.860 31,746.00 068 CLASS 2 CONCRETE (RETAINING WALL) M3 250.0000 60,750.00 243.000 60,750.00 (F) 069 MINOR CONCRETE (MINOR STRUCTURE) M3 1,300.0000 261,300.00 199.100 258,830.00 (F) 070 MINOR CONCRETE (BACKFILL) M3 220.0000 1,320.00 5.100 1,122.00 071 FRACTURED RIB TEXTURE M2 100.0000 11,000.00 110.000 11,000.00 (F) 072 DRY STACK TEXTURE M2 85.0000 33,490.00 394.000 33,490.00 (F) 073 PLANTABLE RETAINING WALL M2 385.0000 1,613,150.00 3,865.240 1,488,117.40 074 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 100.0000 22,000.00 220.000 22,000.00 (SF) 075 SOUND WALL (MASONRY BLOCK) M2 180.0000 994,320.00 315.000 56,700.00 5,468.000 984,240.00 (SF) 076 JOINT SEAL (TYPE B - MR 40 MM) M 120.0000 8,400.00 67.870 8,144.40 (S) PROGRAM CAS145 PAGE 4 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 JOINT SEAL (TYPE B - MR 50 MM) M 140.0000 10,080.00 69.300 9,702.00 (S) 078 JOINT SEAL ASSEMBLY (MR 70 MM) M 450.0000 21,600.00 48.550 21,847.50 (S) 079 BAR REINFORCING STEEL KG 2.2000 4,138.20 1,523.000 3,350.60 (SF) 080 BAR REINFORCING STEEL (BRIDGE) KG 0.9500 719,952.75 757,845.000 719,952.75 (SF) 081 BAR REINFORCING STEEL (RETAINING WALL) KG 3.2000 14,352.00 4,564.000 14,604.80 (SF) 082 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 7.7000 14,322.00 1,860.000 14,322.00 (F) WITH WALKWAY) 083 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.2500 7,905.00 816.000 3,468.00 1,860.000 7,905.00 (SF)WITH WALKWAY) 084 FURNISH SIGN STRUCTURE (TRUSS) KG 4.4500 73,020.05 16,409.000 73,020.05 (F) 085 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4000 6,563.60 16,409.000 6,563.60 (SF) 086 760 MM CAST-IN-DRILLED-HOLE M 1,400.0000 11,200.00 8.000 11,200.00 (S) CONCRETE PILE (SIGN FOUNDATION) 087 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 21,000.00 14.500 20,300.00 (S) CONCRETE PILE (SIGN FOUNDATION) 088 ROADSIDE SIGN - ONE POST EA 190.0000 14,820.00 38.000 7,220.00 089 ROADSIDE SIGN - TWO POST EA 650.0000 1,300.00 0.000 0.00 090 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 700.00 0.000 0.00 METHOD) 091 450 MM REINFORCED CONCRETE PIPE M 130.0000 85,800.00 571.300 74,269.00 092 600 MM REINFORCED CONCRETE PIPE M 150.0000 175,500.00 1,072.230 160,834.50 093 750 MM REINFORCED CONCRETE PIPE M 210.0000 39,900.00 176.100 36,981.00 094 900 MM REINFORCED CONCRETE PIPE M 260.0000 163,800.00 632.650 164,489.00 095 1050 MM REINFORCED CONCRETE PIPE M 325.0000 19,175.00 58.800 19,110.00 096 1200 MM REINFORCED CONCRETE PIPE M 375.0000 101,250.00 262.400 98,400.00 097 1350 MM REINFORCED CONCRETE PIPE M 575.0000 7,475.00 5.900 3,392.50 098 1500 MM REINFORCED CONCRETE PIPE M 600.0000 42,000.00 70.000 42,000.00 099 750 MM BITUMINOUS COATED CORRUGATED M 220.0000 572.00 0.000 0.00 STEEL PIPE (2.77 MM THICK) 100 1200 MM BITUMINOUS COATED CORRUGATED M 250.0000 4,000.00 15.000 3,750.00 STEEL PIPE (2.77 MM THICK) 101 450 MM BITUMINOUS COATED SLOTTED M 320.0000 70,400.00 206.600 66,112.00 CORRUGATED STEEL PIPE (3.51 MM THICK) 102 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 112,200.00 5,104.000 112,288.00 103 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 50.0000 19,500.00 557.300 27,865.00 PROGRAM CAS145 PAGE 5 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 600 MM BITUMINOUS COATED CORRUGATED M 120.0000 14,400.00 76.200 9,144.00 STEEL PIPE DOWNDRAIN (2.77 MM THICK) 105 600 MM WELDED STEEL PIPE CASING M 250.0000 19,250.00 73.000 18,250.00 (9.53 MM THICK) 106 600 MM CONCRETE FLARED END SECTION EA 1,300.0000 6,500.00 2.000 2,600.00 107 150 MM GATE VALVE EA 1,100.0000 1,100.00 0.000 0.00 108 200 MM GATE VALVE EA 325.0000 1,300.00 2.000 650.00 109 250 MM GATE VALVE EA 1,600.0000 4,800.00 2.000 3,200.00 110 300 MM GATE VALVE EA 1,900.0000 1,900.00 1.000 1,900.00 111 400 MM BUTTERFLY VALVE EA 3,800.0000 15,200.00 6.000 22,800.00 112 900 MM PRECAST CONCRETE PIPE RISER M 425.0000 7,225.00 17.720 7,531.00 113 25 MM WATER LATERAL EA 1,100.0000 11,000.00 17.700 19,470.00 (S) 114 50 MM WATER LATERAL EA 1,650.0000 8,250.00 0.900 1,485.00 (S) 115 200 MM POLYVINYL CHLORIDE M 220.0000 35,200.00 122.600 26,972.00 (S) WATER PIPE 116 250 MM POLYVINYL CHLORIDE M 300.0000 51,000.00 179.000 53,700.00 (S) WATER PIPE 117 400 MM POLYVINYL CHLORIDE M 325.0000 204,750.00 565.000 183,625.00 (S) WATER PIPE 118 200 MM POLYVINYL CHLORIDE M 160.0000 19,200.00 118.600 18,976.00 (S) DR35 SEWER PIPE 119 SEWER MANHOLE (TYPE A) EA 9,500.0000 9,500.00 1.000 9,500.00 (S) 120 TELEVISE SEWER LS 2,200.0000 2,200.00 1.000 2,200.00 (S) 121 ROCK ENERGY DISSIPATOR M3 230.0000 161.00 0.700 161.00 122 CONCRETE (DITCH LINING) M3 400.0000 96,000.00 225.100 90,040.00 123 SLOPE PAVING (MASONRY BLOCK) M2 170.0000 241,910.00 1,423.000 241,910.00 (F) 124 MINOR CONCRETE (MISCELLANEOUS M3 300.0000 156,000.00 749.600 224,880.00 CONSTRUCTION) 125 MINOR CONCRETE (COLORED) M3 320.0000 28,800.00 97.220 31,110.40 126 MISCELLANEOUS IRON AND STEEL KG 2.7500 43,114.50 14,730.000 40,507.50 (SF) 127 MISCELLANEOUS METAL (BRIDGE) KG 9.5000 10,953.50 1,153.000 10,953.50 (SF) 128 CHAIN LINK FENCE (TYPE CL-1.8) M 27.0000 126,090.00 696.000 18,792.00 3,934.000 106,218.00 (S) 129 LOCKABLE CONTROL GATE EA 2,500.0000 2,500.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 6 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 130 1.2 M CHAIN LINK GATE (TYPE CL-1.8) EA 500.0000 10,000.00 6.000 3,000.00 6.000 3,000.00 (S) 131 DELINEATOR (CLASS 1) EA 44.0000 1,320.00 0.000 0.00 132 GUARD RAILING DELINEATOR EA 28.0000 756.00 6.000 168.00 133 TUBULAR STEEL FENCE M 400.0000 208,000.00 135.000 54,000.00 (S) 134 METAL BEAM GUARD RAILING (WOOD POST) M 130.0000 20,800.00 323.900 42,107.00 339.300 44,109.00 (S) 135 CHAIN LINK RAILING (TYPE 7) M 100.0000 28,700.00 287.000 28,700.00 (SF) 136 PEDESTRIAN BARRICADE EA 150.0000 1,200.00 0.000 0.00 137 CONCRETE BARRIER (TYPE K) M 150.0000 3,750.00 0.000 0.00 138 CONCRETE BARRIER (TYPE 25) M 140.0000 41,300.00 295.000 41,300.00 (F) 139 CONCRETE BARRIER (TYPE 25A) M 150.0000 12,450.00 72.200 10,830.00 140 CONCRETE BARRIER (TYPE 26) M 240.0000 34,320.00 143.000 34,320.00 (F) 141 CONCRETE BARRIER (TYPE 26 MODIFIED) M 320.0000 46,080.00 144.000 46,080.00 (F) 142 CONCRETE BARRIER (TYPE 27 MODIFIED) M 160.0000 26,880.00 168.000 26,880.00 (F) 143 CABLE RAILING M 25.0000 35,750.00 1,067.900 26,697.50 (S) 144 CABLE ANCHOR ASSEMBLY EA 630.0000 2,520.00 0.000 0.00 (S) 145 CABLE ANCHOR ASSEMBLY EA 630.0000 630.00 0.000 0.00 (S) (BREAKAWAY, TYPE B) 146 TERMINAL SECTION (TYPE B) EA 100.0000 200.00 2.000 200.00 (S) 147 TERMINAL SECTION (TYPE C) EA 125.0000 500.00 0.000 0.00 (S) 148 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 11,000.00 3.000 6,600.00 5.000 11,000.00 (S) 149 QUADGUARD CRASH CUSHION EA 33,000.0000 33,000.00 1.000 33,000.00 1.000 33,000.00 (S) 150 CONCRETE BARRIER (TYPE 60) M 175.0000 301,000.00 1,698.100 297,167.50 151 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 14,060.00 83.100 3,157.80 288.230 10,952.74 (S) 152 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2500 2,805.00 520.900 2,213.83 757.900 3,221.08 (S) 153 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.2000 630.00 155.000 651.00 (S) (BROKEN 3.66 M - 0.92 M) 154 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.5000 332.50 95.000 332.50 95.000 332.50 (S) (BROKEN 5.18 M - 2.14 M) 155 PAINT TRAFFIC STRIPE (1-COAT) M 2.7500 5,857.50 912.600 2,509.65 (S) 156 PAINT TRAFFIC STRIPE (2-COAT) M 0.6000 9,060.00 13,712.100 8,227.26 17,696.600 10,617.96 (S) PROGRAM CAS145 PAGE 7 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 157 PARKING BUMPER (PRECAST CONCRETE) EA 30.0000 2,970.00 192.000 5,760.00 281.000 8,430.00 (S) 158 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.4500 4,785.00 3,286.000 4,764.70 3,286.000 4,764.70 (S) 159 PAVEMENT MARKER (REFLECTIVE) EA 3.7500 6,487.50 1,398.000 5,242.50 1,693.000 6,348.75 (S) 160 SIGNAL AND LIGHTING (LOCATION 1) LS 20,000.0000 20,000.00 0.930 18,600.00 (S) 161 SIGNAL AND LIGHTING (LOCATION 2) LS 50,000.0000 50,000.00 0.850 42,500.00 (S) 162 SIGNAL AND LIGHTING (LOCATION 3) LS 55,000.0000 55,000.00 0.980 53,900.00 (S) 163 SIGNAL AND LIGHTING (LOCATION 4) LS 68,000.0000 68,000.00 0.980 66,640.00 (S) 164 LIGHTING AND SIGN ILLUMINATION LS 70,000.0000 70,000.00 0.980 68,600.00 (S) 165 IRRIGATION CONTROLLER ENCLOSURE CABINET EA 3,000.0000 12,000.00 0.000 0.00 (S) 166 LIGHTING CONDUIT (BRIDGE) M 40.0000 3,000.00 87.000 3,480.00 (S) 167 COMMUNICATION CONDUIT (BRIDGE) M 75.0000 28,500.00 381.000 28,575.00 (S) 168 SPRINKLER CONTROL CONDUIT (BRIDGE) M 40.0000 14,000.00 309.000 12,360.00 (S) 169 ELECTRIC SERVICE (IRRIGATION) LS 25,000.0000 25,000.00 0.850 21,250.00 (S) 170 TRAFFIC MONITORING STATION (LOCATION 1) LS 30,000.0000 30,000.00 0.980 29,400.00 (S) 171 TRAFFIC MONITORING STATION (LOCATION 2) LS 25,000.0000 25,000.00 0.980 24,500.00 (S) 172 TRAFFIC MONITORING STATION (LOCATION 3) LS 30,000.0000 30,000.00 0.980 29,400.00 (S) 173 RAMP METERING SYSTEM LS 60,000.0000 60,000.00 0.980 58,800.00 (S) 174 FIRE HYDRANT ASSEMBLY EA 4,200.0000 21,000.00 3.800 15,960.00 (S) PROGRAM CAS145 PAGE 8 DATE 10/22/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-001934 TIME 02:46 PM ESTIMATE NO. 40 BID OPENING 10/07/99 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/20/02 R.E. NAME: BANKSTON, TROY DATE OF THIS ESTIMATE 10/22/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 424,893.39 19,081,428.29 ADJUSTMENT OF COMPENSATION 7,628.79 813,837.87 EXTRA WORK 81,180.79 3,786,183.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 513,702.97 23,681,449.69 175 MOBILIZATION LS 1600,534.0000 1,600,534.00 1.000 1,600,534.00 ORIGINAL CONTRACT AMOUNT 21,210,722.10 TOTAL WORK COMPLETED 513,702.97 25,281,983.69 MATERIALS ON HAND ON SITE 27,478.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -157,584.34 TOTAL 503,702.97 25,151,877.74 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 11/12/99 870 11/29/99 11/29/99 11/01/02 630 95 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU W H Y ... W H Y ... W H BANKSTON, TROY RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 10/22/02