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 07/24/02 EST. NO.09 TIME 09:40 AM R.E. NAME: SANDERS, CAROLE 08-4221U4 --------------------------------------------------------------------------- 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 0043 325.26 E.W. @ F.A.(+) 061702 N 0079.0 0044 325.26 061802 N 0080.0 0045 325.26 061902 N 0081.0 0046 325.26 062402 N 0085.0 0047 325.26 062702 N 0090.0 0048 581.19 062702 N 0091.0 0049 2,048.71 061102 N 0083.0 0050 325.26 062002 N 0084.0 0051 325.26 062602 N 0089.0 0052 325.26 070102 N 0094.0 0053 1,798.20 070202 N 0095.0 0054 1,642.12 070502 N 0096.0 0055 38.90 070502 N 0096.1 0056 325.26 062802 N 0097.0 0057 1,472.76 032202 N 0103.0 0058 325.26 060502 N 0099.0 006 0012 211.33 E.W. @ F.A.(+) 062502 N 0087.0 0013 3,248.49 053102 N 0100.0 0014 4,036.26 060302 N 0101.0 007 0014 466,908.40 E.W. @ U.P (+) 051802 N 0093.0 008 0003 124.29 E.W. @ F.A.(+) 052102 N 0102.0 011 0002 373.36 E.W. @ F.A.(+) 062502 N 0086.0 012 0001 334.57 E.W. @ F.A.(+) 062702 N 0092.0 013 0001 16,907.00 E.W. @ F.A.(+) 062102 N 0082.0 502,978.18 TOTAL THIS ESTIMATE 691,329.37 TOTAL PREVIOUS ESTIMATE 1,194,307.55 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 07/24/02 EST. NO.09 TIME 09:40 AM R.E. NAME: SANDERS, CAROLE 08-4221U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT OF CC SS 90-2.02 -93.60 04 NON-COMPLIANCE AGGRE -214.92 09 -214.92 -308.52 TOTAL DEDUCTIONS -214.92 -308.52 PROGRAM CAS145 PAGE 1 DATE 07/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 09:40 AM ESTIMATE NO. 09 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/24/02 LOCATION PROGRESS ESTIMATE 08-RIV-91-17.4/21.6 ----------------- F. C. I. CONSTRUCTORS, INC. IN RIVERSIDE COUNTY IN RIVERSIDE 1750 MONTE VISTA AVE. FROM BROCKTON AVENUE UNDERCROSSING CLAREMONT, CA 91711 TO ROUTE 60/91 SEPARATION FED. AID NO. ACNH-P091(105)E PAVEMENT REHABILITATION AND FIBER ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 2,500.0000 2,500.00 0.500 1,250.00 002 TIME-RELATED OVERHEAD WDAY 2,500.0000 1,075,000.00 21.000 52,500.00 139.000 347,500.00 003 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.750 750.00 PREVENTION PLAN 004 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.053 3,975.00 0.424 31,800.00 005 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.053 2,385.00 0.424 19,080.00 (S) 006 TRAFFIC CONTROL SYSTEM LS 433,000.0000 433,000.00 0.053 22,949.00 0.424 183,592.00 (S) 007 TYPE II BARRICADE EA 60.0000 1,500.00 25.000 1,500.00 38.000 2,280.00 (S) 008 TYPE III BARRICADE EA 180.0000 1,440.00 0.000 0.00 (S) 009 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.6000 23,820.00 577.000 346.20 23,131.700 13,879.02 (S) 010 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 15,750.00 215.000 9,675.00 393.000 17,685.00 (S) 011 FLASHING BEACON (PORTABLE) EA 1,700.0000 6,800.00 0.400 680.00 0.400 680.00 (S) 012 TEMPORARY PAVEMENT MARKER EA 2.0000 30,000.00 8,015.000 16,030.00 (S) 013 PORTABLE CHANGEABLE MESSAGE SIGN EA 11,500.0000 46,000.00 0.210 2,415.00 1.680 19,320.00 (S) 014 FLASHING ARROW SIGN EA 4,500.0000 4,500.00 0.100 450.00 0.100 450.00 (S) 015 TEMPORARY RAILING (TYPE K) M 15.5000 333,250.00 1,543.600 23,925.80 11,052.220 171,309.41 (S) 016 TEMPORARY CRASH CUSHION MODULE EA 300.0000 69,000.00 44.000 13,200.00 86.000 25,800.00 (S) 017 TEMPORARY TRAFFIC SCREEN M 4.0000 82,400.00 6,206.000 24,824.00 (S) 018 REMOVE TERMINAL SECTION EA 405.0000 8,910.00 0.000 0.00 019 REMOVE FLARED END SECTION EA 500.0000 3,000.00 0.000 0.00 020 REMOVE TRAFFIC STRIPE M 1.2500 50,875.00 26,587.200 33,234.00 021 REMOVE PAVEMENT MARKER EA 0.3000 4,080.00 10,638.000 3,191.40 022 REMOVE ASPHALT CONCRETE M2 1.3000 15,340.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 09:40 AM ESTIMATE NO. 09 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/24/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE ASPHALT CONCRETE DIKE M 3.0000 16,050.00 0.000 0.00 024 REMOVE INLET EA 4,000.0000 4,000.00 0.000 0.00 025 REMOVE DOWNDRAIN M 90.0000 10,800.00 0.000 0.00 026 SALVAGE METAL BEAM GUARD RAILING M 20.0000 65,600.00 2,403.700 48,074.00 (S) 027 SALVAGE DOUBLE METAL BEAM BARRIER M 24.0000 74,640.00 3,094.440 74,266.56 (S) 028 RECONSTRUCT CHAIN LINK FENCE M 57.0000 6,840.00 0.000 0.00 (S) 029 RESET MARKERS AND DELINEATORS EA 85.0000 1,105.00 0.000 0.00 030 RESET ROADSIDE SIGN (BARRIER MOUNTED) EA 375.0000 1,125.00 0.000 0.00 031 RESET SIGN STRUCTURE EA 5,000.0000 10,000.00 0.500 2,500.00 (S) 032 RELOCATE SIGN STRUCTURE EA 2,700.0000 8,100.00 0.000 0.00 (S) 033 MODIFY INLET EA 400.0000 10,400.00 0.000 0.00 034 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7600 24,700.00 0.000 0.00 (S) (45 MM MAXIMUM) 035 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.0000 6,620.00 0.000 0.00 (S) (60 MM MAXIMUM) 036 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 1.5000 10,110.00 0.000 0.00 (S) (90 MM MAXIMUM) 037 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 16,175.00 0.000 0.00 (S) (150 MM MAXIMUM) 038 REMOVE CONCRETE M3 58.0000 2,668.00 0.000 0.00 039 REMOVE RAILING M 210.0000 2,520.00 0.000 0.00 040 BRIDGE REMOVAL (PORTION), LOCATION A LS 37,000.0000 37,000.00 0.060 2,220.00 041 BRIDGE REMOVAL (PORTION), LOCATION B LS 35,000.0000 35,000.00 0.030 1,050.00 042 BRIDGE REMOVAL (PORTION), LOCATION C LS 4,000.0000 4,000.00 1.000 4,000.00 043 CLEARING AND GRUBBING LS 27,000.0000 27,000.00 0.300 8,100.00 0.800 21,600.00 044 ROADWAY EXCAVATION M3 16.5000 433,950.00 404.000 6,666.00 1,923.630 31,739.90 045 ROADWAY EXCAVATION (TYPE Y) M3 13.7000 35,346.00 0.000 0.00 (AERIALLY DEPOSITED LEAD) 046 LEAD COMPLIANCE PLAN LS 29,000.0000 29,000.00 0.900 26,100.00 047 SHOULDER BACKING STA 925.0000 12,950.00 0.000 0.00 048 STRUCTURE EXCAVATION (BRIDGE) M3 40.0000 23,600.00 0.000 0.00 (F) 049 STRUCTURE EXCAVATION (RETAINING WALL) M3 104.0000 262,080.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 3 DATE 07/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 09:40 AM ESTIMATE NO. 09 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/24/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 STRUCTURE BACKFILL (BRIDGE) M3 65.0000 16,900.00 0.000 0.00 (F) 051 STRUCTURE BACKFILL (RETAINING WALL) M3 20.0000 65,800.00 0.000 0.00 (F) 052 PERVIOUS BACKFILL MATERIAL (RETAINING M3 1.0000 260.00 0.000 0.00 (F) WALL) 053 HIGHWAY PLANTING LS 58,000.0000 58,000.00 0.500 29,000.00 0.500 29,000.00 (S) 054 TRANSPLANT PALM TREE LS 10,000.0000 10,000.00 0.000 0.00 (S) 055 PLANT ESTABLISHMENT WORK LS 24,000.0000 24,000.00 0.000 0.00 (S) 056 IRRIGATION SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 (S) 057 MAINTENANCE VEHICLE PULLOUT EA 3,800.0000 3,800.00 0.000 0.00 058 CLASS 2 AGGREGATE SUBBASE M3 45.0000 320,400.00 746.998 33,614.91 059 CLASS 2 AGGREGATE BASE M3 60.0000 13,200.00 0.000 0.00 060 AGGREGATE BASE (APPROACH SLAB) M3 175.0000 6,825.00 14.450 2,528.75 14.450 2,528.75 061 LEAN CONCRETE BASE M3 82.0000 410,820.00 476.450 39,068.90 062 REPLACE ASPHALT CONCRETE SURFACING M3 247.0000 27,170.00 0.000 0.00 063 ASPHALT CONCRETE (TYPE A) TONN 44.0000 651,200.00 6,014.570 264,641.08 064 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 2.6500 8,665.50 0.000 0.00 065 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 2.6500 636.00 0.000 0.00 066 PLACE ASPHALT CONCRETE DIKE (TYPE D) M 2.6500 424.00 0.000 0.00 067 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 2.6500 3,047.50 0.000 0.00 068 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 2.6500 1,590.00 0.000 0.00 069 CONCRETE PAVEMENT M3 95.0000 835,050.00 913.214 86,755.33 070 CONCRETE PAVEMENT (RAMP TERMINI) M3 75.0000 38,250.00 0.000 0.00 071 REPLACE CONCRETE PAVEMENT M3 250.0000 2,295,000.00 1,634.510 408,627.50 3,575.670 893,917.50 072 SEAL PAVEMENT JOINT M 5.7500 152,375.00 0.000 0.00 073 GRIND EXISTING CONCRETE M2 4.5000 375,750.00 4,752.890 21,388.01 18,866.640 84,899.88 (S) PAVEMENT 074 FURNISH PILING (CLASS 900)(ALT "W") M 70.0000 125,720.00 0.000 0.00 075 DRIVE PILE (CLASS 900)(ALT "W") EA 700.0000 170,100.00 0.000 0.00 (S) 076 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 350.0000 29,750.00 0.000 0.00 (F) PROGRAM CAS145 PAGE 4 DATE 07/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 09:40 AM ESTIMATE NO. 09 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/24/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 STRUCTURAL CONCRETE, BRIDGE M3 1,100.0000 302,500.00 0.000 0.00 (F) 078 STRUCTURAL CONCRETE, RETAINING WALL M3 390.0000 370,500.00 0.000 0.00 (F) 079 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 54,000.00 0.000 0.00 (F) (TYPE N MODIFIED) 080 STRUCTURAL CONCRETE, APPROACH SLAB M3 550.0000 214,500.00 57.390 31,564.50 252.610 138,935.50 (TYPE R MODIFIED) 081 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 58,000.00 0.000 0.00 (F) 082 DRILL AND BOND DOWEL M 104.0000 9,360.00 0.000 0.00 083 RETAINING WALL (MASONRY WALL) M2 260.0000 59,800.00 0.000 0.00 084 JOINT SEAL (MR 30 MM) M 110.0000 11,000.00 0.000 0.00 (S) 085 JOINT SEAL (MR 15 MM) M 83.0000 8,300.00 0.000 0.00 (SF) 086 BAR REINFORCING STEEL (BRIDGE) KG 1.1000 40,040.00 0.000 0.00 (SF) 087 BAR REINFORCING STEEL (RETAINING WALL) KG 1.0000 90,900.00 0.000 0.00 (S) 088 FURNISH STRUCTURAL STEEL (BRIDGE) KG 2.8000 221,480.00 0.000 0.00 (F) 089 ERECT STRUCTURAL STEEL (BRIDGE) KG 2.4000 189,840.00 0.000 0.00 (SF) 090 920 MM CAST-IN-DRILLED-HOLE M 1,400.0000 19,600.00 0.000 0.00 (S) CONCRETE PILE (SIGN FOUNDATION) 091 INSTALL SIGN OVERLAY EA 1,000.0000 2,000.00 0.000 0.00 092 CLEAN AND PAINT STRUCTURAL STEEL LS 113,350.0000 113,350.00 0.000 0.00 (S) 093 SPOT BLAST CLEAN AND PAINT UNDERCOAT M2 680.0000 707,200.00 0.000 0.00 (S) 094 WORK AREA MONITORING LS 68,000.0000 68,000.00 0.000 0.00 (S) 095 300 MM REINFORCED CONCRETE PIPE M 250.0000 500.00 0.000 0.00 096 450 MM REINFORCED CONCRETE PIPE M 360.0000 10,800.00 0.000 0.00 097 600 MM REINFORCED CONCRETE PIPE M 250.0000 130,000.00 0.000 0.00 098 450 MM BITUMINOUS COATED CORRUGATED M 460.0000 5,520.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 099 525 MM BITUMINOUS COATED CORRUGATED M 365.0000 5,110.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 100 600 MM BITUMINOUS COATED CORRUGATED M 510.0000 1,020.00 0.000 0.00 STEEL PIPE (2.01 MM THICK) 101 450 MM BITUMINOUS COATED SLOTTED M 112.0000 222,880.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 102 525 MM BITUMINOUS COATED SLOTTED M 150.0000 34,500.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) 103 600 MM BITUMINOUS COATED SLOTTED M 170.0000 51,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.01 MM THICK) PROGRAM CAS145 PAGE 5 DATE 07/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 09:40 AM ESTIMATE NO. 09 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/24/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 300 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 21,600.00 0.000 0.00 (1.63 MM THICK) 105 450 MM CORRUGATED STEEL PIPE RISER M 1,220.0000 14,640.00 0.000 0.00 (2.01 MM THICK) 106 300 MM BITUMINOUS COATED STEEL EA 300.0000 1,500.00 0.000 0.00 FLARED END SECTION 107 ROCK SLOPE PROTECTION M3 44.0000 220.00 0.000 0.00 (FACING, METHOD B) 108 MISCELLANEOUS IRON AND STEEL KG 1.0000 7,600.00 0.000 0.00 (SF) 109 MISCELLANEOUS METAL (BRIDGE) KG 1.0000 840.00 0.000 0.00 (SF) 110 METAL BEAM GUARD RAILING (WOOD POST) M 63.0000 105,210.00 0.000 0.00 (S) 111 CONCRETE BARRIER (TYPE 25) M 150.0000 73,200.00 0.000 0.00 (F) 112 TERMINAL SECTION (TYPE B) EA 65.0000 975.00 0.000 0.00 (S) 113 TERMINAL SYSTEM (TYPE ET) EA 2,600.0000 23,400.00 0.000 0.00 (S) 114 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 3,500.00 0.000 0.00 (S) 115 CONCRETE BARRIER (TYPE 60) M 92.0000 56,120.00 0.000 0.00 116 CONCRETE BARRIER (TYPE 60S) M 85.0000 75,650.00 0.000 0.00 117 CONCRETE BARRIER (TYPE 60SC) M 106.0000 308,460.00 0.000 0.00 118 CONCRETE BARRIER (TYPE 60SE) M 412.0000 82,400.00 0.000 0.00 119 CONCRETE BARRIER (TYPE 60SAR) M 130.0000 13,910.00 0.000 0.00 (F) 120 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 4,200.00 0.000 0.00 (S) 121 THERMOPLASTIC TRAFFIC STRIPE M 0.8500 21,250.00 0.000 0.00 (S) (SPRAYABLE) 122 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 8,910.00 0.000 0.00 (S) 123 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.1000 6,006.00 0.000 0.00 (S) 124 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.7500 5,692.50 0.000 0.00 (S) 125 PAVEMENT MARKER EA 15.0000 10,500.00 0.000 0.00 (S) (RETROREFLECTIVE-RECESSED) 126 LIGHTING AND SIGN ILLUMINATION LS 56,000.0000 56,000.00 0.028 1,568.00 0.028 1,568.00 (S) 127 COMMUNICATION CONDUIT (BRIDGE) LS 42,000.0000 42,000.00 0.000 0.00 (S) 128 MODIFY VEHICLE DETECTION SYSTEM LS 24,000.0000 24,000.00 0.000 0.00 (S) (LOCATION 1) 129 MODIFY VEHICLE DETECTION SYSTEM LS 33,000.0000 33,000.00 0.000 0.00 (S) (LOCATION 2) 130 MODIFY TRAFFIC OPERATION SYSTEM CABINET LS 15,000.0000 15,000.00 0.000 0.00 (S) ASSEMBLY PROGRAM CAS145 PAGE 6 DATE 07/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 09:40 AM ESTIMATE NO. 09 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/24/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 CLOSED CIRCUIT TELEVISION SYSTEM LS 40,000.0000 40,000.00 0.029 1,160.00 0.029 1,160.00 (S) (LOCATION 1) 132 CLOSED CIRCUIT TELEVISION SYSTEM LS 27,000.0000 27,000.00 0.044 1,188.00 0.044 1,188.00 (S) (LOCATION 2) 133 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 (S) (LOCATION 3) 134 CLOSED CIRCUIT TELEVISION SYSTEM LS 31,000.0000 31,000.00 0.000 0.00 (S) (LOCATION 4) 135 MODIFY RAMP METERING SYSTEM LS 30,000.0000 30,000.00 0.012 360.00 0.012 360.00 (S) (LOCAITON 1) 136 MODIFY RAMP METERING SYSTEM LS 16,000.0000 16,000.00 0.000 0.00 (S) (LOCATION 2) 137 MODIFY RAMP METERING SYSTEM LS 28,000.0000 28,000.00 0.000 0.00 (S) (LOCATION 3) 138 MODIFY RAMP METERING SYSTEM LS 10,000.0000 10,000.00 0.480 4,800.00 0.480 4,800.00 (S) (LOCATION 4) 139 MODIFY RAMP METERING SYSTEM LS 25,000.0000 25,000.00 0.000 0.00 (S) (LOCATION 5) 140 MODIFY RAMP METERING SYSTEM LS 34,000.0000 34,000.00 0.000 0.00 (S) (LCOATION 6) 141 MODIFY RAMP METERING SYSTEM LS 21,000.0000 21,000.00 0.000 0.00 (S) (LOCATION 7) 142 MODIFY COMMUNICATION HUB ASSEMBLY LS 40,000.0000 40,000.00 0.000 0.00 (S) 143 MODIFY TRANSPORTATION MANAGEMENT LS 28,000.0000 28,000.00 0.000 0.00 (S) CENTER 144 SYSTEM TESTING AND DOCUMENTATION LS 40,000.0000 40,000.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 7 DATE 07/24/02 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-4221U4 TIME 09:40 AM ESTIMATE NO. 09 BID OPENING 10/04/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/19/02 R.E. NAME: SANDERS, CAROLE DATE OF THIS ESTIMATE 07/24/02 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 650,951.76 2,706,643.14 ADJUSTMENT OF COMPENSATION 0.00 61,960.54 EXTRA WORK 502,978.18 1,132,347.01 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,153,929.94 3,900,950.69 145 MOBILIZATION LS 1390,000.0000 1,390,000.00 0.200 278,000.00 0.950 1,320,500.00 ORIGINAL CONTRACT AMOUNT 14,972,760.50 TOTAL WORK COMPLETED 1,431,929.94 5,221,450.69 MATERIALS ON HAND ON SITE 197,320.41 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -214.92 -308.52 TOTAL 1,431,715.02 5,418,462.58 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 11/07/01 680 11/23/01 11/23/01 09/24/03 139 24 0 2 33% 32% PROGRESS IS SATISFACTORY SANDERS, CAROLE RESIDENT ENGINEER PROGRAM CAS145 PAGE 5 DATE 07/24/02