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 04/03/01 EST. NO.03 TIME 10:15 AM R.E. NAME: ODELL, KORY 02-364304 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0001 2,180.49 E.W. @ F.A.(+) 120400 N 1 S3 0002-1 -5,026.19 120500 N 2 S3 DAO CORRECTING ENTRY 0002-2 24,002.37 120500 N 2 S3 DAO CORRECTING ENTRY 0003-1 -5,979.75 120600 N 3 S3 DAO CORRECTING ENTRY 0013 1,645.60 120500 N 301 S3 0014 2,057.00 120600 N 302 S3 0015 3,053.53 122000 N 10 S3 21,933.05 TOTAL THIS ESTIMATE 70,340.14 TOTAL PREVIOUS ESTIMATE 92,273.19 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 04/03/01 EST. NO.03 TIME 10:15 AM R.E. NAME: ODELL, KORY 02-364304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/03/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 10:15 AM ESTIMATE NO. 03 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: ODELL, KORY DATE OF THIS ESTIMATE 04/03/01 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 02-SIS-5-2.7/R11.4 ------------------------------ GRANITE CONST CO IN SISKIYOU COUNTY IN AND NEAR PO BOX 50085 DUNSMUIR AND MOUNT SHASTA AT WATSONVILLE CA 95077-5085 VARIOUS LOCATIONS FED. AID NO. ACIM-005 -9(156)730,STP-P089(74)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 6,017.7500 6,017.75 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 1,000.0000 370,000.00 0.000 0.00 003 TEMPORARY FENCE M 17.3500 4,337.50 0.000 0.00 004 PREPARE STORM WATER POLLUTION PREVENTION LS 2,625.0000 2,625.00 0.000 0.00 PLAN 005 WATER POLLUTION CONTROL LS 17,928.7000 17,928.70 0.000 0.00 006 CONSTRUCTION AREA SIGNS LS 42,000.0000 42,000.00 0.000 0.00 007 TRAFFIC CONTROL SYSTEM LS 350,000.0000 350,000.00 0.000 0.00 (S) 008 FLASHING ARROW SIGN LS 14,284.0000 14,284.00 0.000 0.00 (S) 009 TYPE III BARRICADE EA 530.0000 5,830.00 0.000 0.00 (S) 010 TEMPORARY PAVEMENT MARKING (PAINT) M2 63.0000 1,512.00 0.000 0.00 (S) 011 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 43,800.00 0.000 0.00 (S) 012 TEMPORARY PAVEMENT MARKING (TAPE) M2 50.0000 3,000.00 0.000 0.00 (S) 013 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.7500 61,650.00 0.000 0.00 (S) 014 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 13,200.00 0.000 0.00 (S) 015 PORTABLE CHANGEABLE MESSAGE SIGN LS 36,898.0000 36,898.00 0.000 0.00 (S) 016 PORTABLE RADAR SIGN EA 11,900.0000 23,800.00 0.000 0.00 (S) 017 TEMPORARY FLASHING BEACON LS 8,575.0000 8,575.00 0.000 0.00 (S) 018 TEMPORARY RAILING (TYPE K) M 21.0000 283,500.00 0.000 0.00 (S) 019 TEMPORARY CRASH CUSHION MODULE EA 400.0000 64,000.00 0.000 0.00 (S) 020 ABANDON CULVERT EA 800.0000 3,200.00 0.000 0.00 021 OBLITERATE SURFACING M2 3.5500 8,555.50 0.000 0.00 022 REMOVE METAL BEAM GUARD RAILING M 14.0000 6,160.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/03/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 10:15 AM ESTIMATE NO. 03 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: ODELL, KORY DATE OF THIS ESTIMATE 04/03/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 REMOVE TRAFFIC STRIPE M 3.0000 85,800.00 0.000 0.00 024 REMOVE PAVEMENT MARKING M2 40.0000 480.00 0.000 0.00 025 REMOVE PAVEMENT MARKER EA 3.5000 1,435.00 0.000 0.00 026 REMOVE ROADSIDE SIGN EA 100.0000 8,300.00 0.000 0.00 027 REMOVE ROADSIDE SIGN (TIMBER POLE) EA 525.0000 7,875.00 0.000 0.00 028 REMOVE ASPHALT CONCRETE DIKE M 5.0000 10,550.00 0.000 0.00 029 REMOVE OVERSIDE DRAIN EA 1,300.0000 1,300.00 0.000 0.00 030 REMOVE CULVERT EA 1,500.0000 4,500.00 0.000 0.00 031 REMOVE INLET EA 900.0000 4,500.00 0.000 0.00 032 REMOVE ASPHALT CONCRETE SURFACING M2 7.0000 14,448.00 0.000 0.00 033 RECONSTRUCT CHAIN LINK FENCE M 70.0000 55,300.00 0.000 0.00 034 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 35,000.00 0.000 0.00 035 RECONSTRUCT METAL BEAM GUARD RAILING M 35.0000 211,750.00 0.000 0.00 (2.1 M POST) 036 RELOCATE ROADSIDE SIGN EA 320.0000 960.00 0.000 0.00 037 RELOCATE METAL BEAM GUARD RAILING M 48.0000 21,600.00 0.000 0.00 (2.1 M POST) 038 ADJUST FRAME AND GRATE TO GRADE EA 600.0000 21,000.00 0.000 0.00 039 MODIFY INLET (TYPE 1) EA 1,170.0000 5,850.00 0.000 0.00 040 MODIFY INLET (TYPE 2) EA 2,866.0000 5,732.00 0.000 0.00 041 MODIFY INLET (TYPE 3) EA 1,517.0000 6,068.00 0.000 0.00 042 MODIFY INLET (TYPE 4) EA 1,775.0000 3,550.00 0.000 0.00 043 MODIFY INLET (TYPE 5) EA 3,700.0000 3,700.00 0.000 0.00 044 REPLACE SIGN PANEL (ROADSIDE SIGN) EA 325.0000 1,950.00 0.000 0.00 045 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 0.7000 179,200.00 0.000 0.00 (S) (45 MM MAXIMUM) 046 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.6000 37,072.00 0.000 0.00 (S) (60 MM MAXIMUM) 047 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.7500 47,300.00 0.000 0.00 (S) (90 MM MAXIMUM) 048 REMOVE CONCRETE M3 40.0000 22,800.00 0.000 0.00 049 REMOVE CONCRETE (CURB AND GUTTER) M 15.0000 10,350.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/03/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 10:15 AM ESTIMATE NO. 03 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: ODELL, KORY DATE OF THIS ESTIMATE 04/03/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 REMOVE CONCRETE BARRIER M 60.0000 24,600.00 0.000 0.00 (TYPE 60 MODIFIED) 051 REMOVE CONCRETE BARRIER (TYPE K) M 38.0000 35,340.00 0.000 0.00 052 REMOVE CONCRETE BARRIER (TYPE 50) M 80.0000 28,800.00 0.000 0.00 053 CLEAN BRIDGE DECK M2 30.0000 22,860.00 0.000 0.00 054 BRIDGE REMOVAL (PORTION) LS 175,500.0000 175,500.00 0.000 0.00 055 SALVAGE CRASH CUSHION MODULES EA 130.0000 5,590.00 0.000 0.00 056 CLEARING AND GRUBBING LS 14,400.0000 14,400.00 0.000 0.00 057 ROADWAY EXCAVATION M3 10.2500 837,425.00 0.000 0.00 058 SHOULDER BACKING STA 700.0000 266,000.00 0.000 0.00 059 SAND BACKFILL M3 12.0000 660.00 0.000 0.00 060 IMPORTED BORROW M3 25.0000 7,000.00 0.000 0.00 061 IMPORTED TOPSOIL TONN 21.0000 112,980.00 0.000 0.00 (S) 062 STRAW (EROSION CONTROL) TONN 455.0000 5,005.00 0.000 0.00 (S) 063 FIBER (EROSION CONTROL) KG 0.7000 1,820.00 0.000 0.00 (S) 064 GYPSUM (EROSION CONTROL) KG 1.1000 7,150.00 0.000 0.00 (S) 065 COMPOST (EROSION CONTROL) KG 0.9000 7,020.00 0.000 0.00 (S) 066 PURE LIVE SEED (EROSION CONTROL) KG 130.0000 16,900.00 0.000 0.00 (S) 067 CLASS 2 AGGREGATE SUBBASE M3 18.0000 252,000.00 0.000 0.00 068 CLASS 2 AGGREGATE BASE M3 50.0000 565,000.00 0.000 0.00 069 AGGREGATE BASE (APPROACH SLAB) M3 400.0000 18,400.00 0.000 0.00 070 CEMENT TREATED PERMEABLE BASE M3 114.0000 1185,600.00 0.000 0.00 071 REPLACE ASPHALT CONCRETE SURFACING M3 290.0000 31,900.00 0.000 0.00 072 ASPHALT CONCRETE (BRIDGE) TONN 27.0000 16,308.00 0.000 0.00 073 ASPHALT CONCRETE TONN 51.0000 6023,100.00 0.000 0.00 074 PLACE ASPHALT CONCRETE DIKE M 6.0000 16,980.00 0.000 0.00 075 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.2500 44,775.00 0.000 0.00 AREA) 076 RUMBLE STRIP (PCC) STA 105.0000 11,550.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 04/03/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 10:15 AM ESTIMATE NO. 03 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: ODELL, KORY DATE OF THIS ESTIMATE 04/03/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 077 RUMBLE STRIP (GROUND IN) STA 115.0000 42,550.00 0.000 0.00 078 CONCRETE PAVEMENT M3 135.0000 3145,500.00 0.000 0.00 079 CONCRETE PAVEMENT (ACCELERATED) M3 140.0000 621,600.00 0.000 0.00 080 REPLACE CONCRETE PAVEMENT M3 460.0000 27,140.00 0.000 0.00 (ASPHALT CONCRETE) 081 CONCRETE PAVEMENT (WEIGH-IN-MOTION) M3 375.0000 101,250.00 0.000 0.00 082 INTERMEDIATE PAVEMENT ANCHOR EA 1,300.0000 18,200.00 0.000 0.00 083 SEAL PAVEMENT JOINT M 4.0000 82,800.00 0.000 0.00 084 CRACK EXISTING CONCRETE PAVEMENT M2 1.0000 12,800.00 0.000 0.00 085 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 240,000.00 0.000 0.00 (F) 086 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 320,600.00 0.000 0.00 (F) (TYPE R) 087 MINOR CONCRETE (MINOR STRUCTURE) M3 1,100.0000 20,900.00 0.000 0.00 (F) 088 MINOR CONCRETE (HEADWALL) M3 1,100.0000 20,900.00 0.000 0.00 (F) 089 PAVING NOTCH EXTENSION M3 1,650.0000 18,150.00 0.000 0.00 090 FURNISH POLYESTER CONCRETE OVERLAY M3 2,600.0000 46,800.00 0.000 0.00 091 PLACE POLYESTER CONCRETE OVERLAY M2 50.0000 38,100.00 0.000 0.00 (F) 092 JOINT SEAL (ASPHALTIC PLUG) M 475.0000 61,275.00 0.000 0.00 (S) 093 JOINT SEAL (MR 40 MM) M 140.0000 3,500.00 0.000 0.00 (S) 094 BAR REINFORCING STEEL (BRIDGE) KG 1.9000 68,400.00 0.000 0.00 (SF) 095 DECK SEAL M2 10.5000 21,871.50 0.000 0.00 (SF) 096 SLURRY LEVELING COURSE L 12.0000 10,080.00 0.000 0.00 (S) 097 ROADSIDE SIGN - ONE POST EA 280.0000 19,600.00 0.000 0.00 098 ROADSIDE SIGN - TWO POST EA 450.0000 4,050.00 0.000 0.00 099 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 210.0000 420.00 0.000 0.00 METHOD) 100 INSTALL ROADSIDE SIGN EA 1,400.0000 22,400.00 0.000 0.00 (LAMINATED WOOD BOX POST) 101 300 MM ALTERNATIVE PIPE CULVERT M 85.0000 26,350.00 0.000 0.00 102 450 MM ALTERNATIVE PIPE CULVERT M 90.0000 16,200.00 0.000 0.00 103 600 MM ALTERNATIVE PIPE CULVERT M 100.0000 74,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 04/03/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 10:15 AM ESTIMATE NO. 03 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: ODELL, KORY DATE OF THIS ESTIMATE 04/03/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 104 750 MM ALTERNATIVE PIPE CULVERT M 115.0000 345.00 0.000 0.00 105 300 MM CORRUGATED STEEL PIPE M 95.0000 570.00 0.000 0.00 (2.01 MM THICK) 106 MODIFIED CLEANOUT (200 MM) EA 650.0000 650.00 0.000 0.00 107 80 MM PLASTIC PIPE (CROSSDRAIN) M 40.0000 83,200.00 0.000 0.00 (TYPE 1) 108 200 MM PERFORATED PLASTIC M 30.0000 12,900.00 0.000 0.00 PIPE UNDERDRAIN 109 80 MM PLASTIC PIPE (EDGE DRAIN) M 22.0000 477,400.00 0.000 0.00 (TYPE 1) 110 80 MM PLASTIC PIPE (EDGE DRAIN) M 23.0000 173,650.00 0.000 0.00 (TYPE 6) 111 50 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 20.0000 300.00 0.000 0.00 112 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 25.0000 91,500.00 0.000 0.00 (TYPE 1) 113 80 MM PLASTIC PIPE (EDGE DRAIN OUTLET) M 30.0000 16,800.00 0.000 0.00 (TYPE 6) 114 PERMEABLE MATERIAL (BLANKET) M3 55.0000 143,000.00 0.000 0.00 115 900 MM CORRUGATED STEEL PIPE INLET M 760.0000 16,720.00 0.000 0.00 (2.77 MM THICK) 116 GRATED LINE DRAIN M 385.0000 57,750.00 0.000 0.00 117 JACKED 600 MM WELDED STEEL PIPE M 780.0000 58,500.00 0.000 0.00 (6.35 MM THICK) 118 450 MM ALTERNATIVE FLARED END SECTION EA 90.0000 90.00 0.000 0.00 119 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 200.0000 7,800.00 0.000 0.00 120 ROCK SLOPE PROTECTION FABRIC M2 1.5000 126.00 0.000 0.00 121 CONCRETE DIKE (TYPE A) M 19.0000 5,700.00 0.000 0.00 122 MINOR CONCRETE (CONCRETE APRON) M3 650.0000 11,050.00 0.000 0.00 123 MINOR CONCRETE (GUTTER DEPRESSION) M3 425.0000 7,225.00 0.000 0.00 124 FRAME AND GRATE (TYPE 600-12X) EA 125.0000 3,000.00 0.000 0.00 (SF) 125 FRAME AND GRATE (900R SPECIAL) EA 175.0000 3,500.00 0.000 0.00 (SF) 126 FRAME AND GRATE (900RX) EA 165.0000 1,155.00 0.000 0.00 (SF) 127 FRAME AND GRATE (SPECIAL RECTANGULAR) EA 300.0000 1,500.00 0.000 0.00 (SF) 128 DELINEATOR (CLASS 2) EA 34.0000 20,060.00 0.000 0.00 129 MARKER (CULVERT) EA 41.0000 5,330.00 0.000 0.00 130 OBJECT MARKER (TYPE L-1) EA 41.0000 1,435.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 04/03/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 10:15 AM ESTIMATE NO. 03 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: ODELL, KORY DATE OF THIS ESTIMATE 04/03/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 131 METAL BEAM GUARD RAILING M 50.0000 30,000.00 0.000 0.00 (S) 132 METAL BEAM GUARD RAILING M 70.0000 16,100.00 0.000 0.00 (S) (2.1 M WOOD POST) 133 CABLE RAILING M 90.0000 14,400.00 0.000 0.00 (S) 134 CABLE RAILING (EXISTING POSTS) M 18.0000 2,340.00 0.000 0.00 (S) 135 TERMINAL SECTION (TYPE B) EA 150.0000 2,250.00 0.000 0.00 (S) 136 END SECTION EA 150.0000 300.00 0.000 0.00 (S) 137 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 46,000.00 0.000 0.00 (S) 138 TERMINAL SYSTEM (TYPE CAT) EA 5,700.0000 22,800.00 0.000 0.00 (S) 139 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 11,200.00 0.000 0.00 (S) 140 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,000.0000 6,000.00 0.000 0.00 (S) 141 RETURN SECTION EA 140.0000 840.00 0.000 0.00 (S) 142 CRASH CUSHION (REACT 9CBB) EA 25,000.0000 75,000.00 0.000 0.00 (S) 143 CONCRETE BARRIER (TYPE 60) M 160.0000 67,200.00 0.000 0.00 144 CONCRETE BARRIER (TYPE 60 MODIFIED) M 170.0000 69,700.00 0.000 0.00 145 CONCRETE BARRIER (TYPE 60E) M 900.0000 10,800.00 0.000 0.00 146 CONCRETE BARRIER (TYPE 736) M 210.0000 36,960.00 0.000 0.00 (F) 147 VERTICAL FACE BARRIER M 235.0000 44,650.00 0.000 0.00 148 THERMOPLASTIC PAVEMENT MARKING M2 52.0000 8,320.00 0.000 0.00 (S) 149 THERMOPLASTIC TRAFFIC STRIPE (SPRAYABLE) M 0.5000 73,000.00 0.000 0.00 (S) 150 PAVEMENT MARKER (RETROREFLECTIVE- EA 10.0000 60,000.00 0.000 0.00 (S) RECESSED) 151 LIGHTING AND SIGN ILLUMINATION LS 300,000.0000 300,000.00 0.000 0.00 (S) 152 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 99,300.0000 99,300.00 0.000 0.00 (S) 153 CONCRETE BARRIER (TYPE 60) M 125.0000 93,750.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 04/03/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-364304 TIME 10:15 AM ESTIMATE NO. 03 BID OPENING 08/22/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 03/20/01 R.E. NAME: ODELL, KORY DATE OF THIS ESTIMATE 04/03/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 0.00 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 21,933.05 92,273.19 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 21,933.05 92,273.19 154 MOBILIZATION LS 1880,088.0000 1880,088.00 0.000 0.00 ORIGINAL CONTRACT AMOUNT 21,171,596.95 TOTAL WORK COMPLETED 21,933.05 92,273.19 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 21,933.05 92,273.19 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 11/17/00 370 05/25/01 05/25/01 05/30/02 0 72 0 0 0% 0% PROGRESS IS SATISFACTORY ODELL, KORY RESIDENT ENGINEER PROGRAM CAS145 DATE 04/03/01