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 07/23/03 EST. NO.06 TIME 11:12 AM R.E. NAME: SMOLENSKI, JAMES 02-261204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 007 0011 436.16 E.W. @ F.A.(+) 060203 N 011 0 009 0005 54,683.72 E.W. @ U.P (+) 072203 N 3 0 010 0012 287.26 E.W. @ F.A.(+) 061803 N 011 0 0013 1,074.08 062703 N 012 0 0014 299.54 063003 N 013 0 011 0001 1,988.60 E.W. @ F.A.(+) 051903 N 001 0 0003 4,362.83 052003 N 003 0 0004 4,040.25 052103 N 004 0 0005 3,392.58 052203 N 005 0 0006 1,460.15 052703 N 006 0 0007 2,331.30 052003 N 007 0 0008 803.69 052103 N 008 0 0009 365.15 052203 N 009 0 0011 4,500.46 060503 N 011 0 0012 867.24 052703 N 012 0 0016 987.85 053003 N 016 0 0020 599.00 060603 N 020 0 0021 4,437.40 051903 N 021 0 0022 324,229.60 E.W. @ U.P (+) 061703 N 22 0 0023 40,071.50 061703 N 23 0 0024 1,337.60 E.W. @ F.A.(+) 060503 N 022 0 0025 88.00 053003 N 023 0 0028 57.31 053003 N 026 0 0033 98.44 062703 N 031 0 0043 79.02 053003 N 041 0 0049 3,873.57 061203 N 047 0 0071 54,056.40 E.W. @ U.P (+) 072103 N 55 0 0073 7,864.50 072103 N 57 0 012 0003 908.44 E.W. @ F.A.(+) 043003 N 003 0 0012 59.89 062303 N 011 0 0013 500.39 062703 N 012 0 0014 1,402.54 060303 N 013 0 016 0001 385.53 E.W. @ F.A.(+) 070103 N 001 0 0002 14,325.00 E.W. @ L.S.(+) 072103 N 2 0 536,254.99 TOTAL THIS ESTIMATE 162,174.26 TOTAL PREVIOUS ESTIMATE 698,429.25 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 07/23/03 EST. NO.06 TIME 11:12 AM R.E. NAME: SMOLENSKI, JAMES 02-261204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- OVERBID ITEMS OVERBID ITEM NO. 036 -375.00 04 OVERBID ITEM NO. 036 -375.00 05 OVERBID ITEM NO. 036 -375.00 06 -375.00 -1,125.00 TOTAL DEDUCTIONS -375.00 -1,125.00 PROGRAM CAS145 PAGE 1 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 11:12 AM ESTIMATE NO. 06 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/03 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 07/23/03 LOCATION PROGRESS ESTIMATE 02-SHA-299-20.2/23.8 ----------------- J F SHEA CO INC IN SHASTA COUNTY IN AND NEAR P O BOX 494519 REDDING FROM 0.1 KM WEST OF IRON REDDING CA 960494519 MOUNTAIN ROAD TO COURT STREET FED. AID NO. ACNH-P299(133)E REHABILITATE ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 10,000.0000 10,000.00 0.250 2,500.00 0.500 5,000.00 02 TIME-RELATED OVERHEAD WDAY 550.0000 77,000.00 21.000 11,550.00 37.000 20,350.00 03 TEMPORARY FENCE M 15.0000 3,150.00 52.500 787.50 04 PREPARE STORM WATER POLLUTION LS 5,500.0000 5,500.00 0.750 4,125.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 11,000.0000 11,000.00 0.323 3,553.00 06 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.010 200.00 0.750 15,000.00 07 TRAFFIC CONTROL SYSTEM LS 275,000.0000 275,000.00 0.115 31,625.00 0.456 125,400.00 08 TYPE II BARRICADE EA 82.0000 4,920.00 0.000 0.00 09 TYPE III BARRICADE EA 110.0000 1,210.00 0.000 0.00 10 PORTABLE CHANGEABLE MESSAGE SIGN EA 8,250.0000 74,250.00 0.462 3,811.50 1.320 10,890.00 11 TEMPORARY RAILING (TYPE K) M 50.0000 8,000.00 0.000 0.00 12 TEMPORARY CRASH CUSHION EA 350.0000 3,500.00 0.000 0.00 13 ABANDON CULVERT M 17.0000 6,120.00 10.600 180.20 14 REMOVE MARKER EA 11.0000 330.00 0.000 0.00 15 REMOVE BARRICADE M 38.0000 418.00 0.000 0.00 16 REMOVE PEDESTRIAN BARRICADE EA 275.0000 550.00 1.000 275.00 17 REMOVE METAL BEAM GUARD RAILING M 12.0000 1,320.00 28.750 345.00 114.750 1,377.00 18 REMOVE PAVEMENT MARKER EA 2.0000 7,800.00 0.000 0.00 19 REMOVE ROADSIDE SIGN EA 55.0000 3,245.00 3.000 165.00 13.000 715.00 20 REMOVE SIGN PANEL EA 2,200.0000 6,600.00 0.000 0.00 21 REMOVE ASPHALT CONCRETE DIKE M 3.0000 2,730.00 752.000 2,256.00 752.000 2,256.00 22 REMOVE OVERSIDE DRAIN EA 440.0000 2,200.00 5.000 2,200.00 5.000 2,200.00 PROGRAM CAS145 PAGE 2 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 11:12 AM ESTIMATE NO. 06 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/03 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT M 34.0000 136.00 9.000 306.00 9.000 306.00 24 REMOVE INLET EA 700.0000 2,100.00 2.000 1,400.00 25 REMOVE ASPHALT CONCRETE OVERSIDE DRAIN EA 380.0000 2,280.00 6.000 2,280.00 6.000 2,280.00 26 REMOVE DELINEATOR EA 25.0000 2,500.00 0.000 0.00 27 RELOCATE MAILBOX EA 175.0000 700.00 2.000 350.00 28 ADJUST WATER VALVE COVER TO GRADE EA 780.0000 21,840.00 0.000 0.00 29 ADJUST GAS VALVE COVER TO GRADE EA 640.0000 1,280.00 0.000 0.00 30 ADJUST MONITORING WELL COVER TO GRADE EA 660.0000 1,980.00 0.000 0.00 31 ADJUST MANHOLE TO GRADE EA 800.0000 15,200.00 2.000 1,600.00 32 ADJUST VALVE BOX EA 770.0000 1,540.00 0.000 0.00 33 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 7.5000 99,750.00 0.000 0.00 S) (60 MM MAXIMUM) 34 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 6.5000 3,055.00 0.000 0.00 S) AND BASE (90 MM MAXIMUM) 35 REMOVE CONCRETE M3 1,600.0000 800.00 0.000 0.00 36 CLEARING AND GRUBBING LS 16,500.0000 16,500.00 0.250 4,125.00 0.750 12,375.00 37 DEVELOP WATER SUPPLY LS 5,000.0000 5,000.00 0.500 2,500.00 0.500 2,500.00 38 ROADWAY EXCAVATION M3 26.0000 405,600.00 1,617.730 42,060.98 2,532.450 65,843.70 39 SHOULDER BACKING STA 320.0000 27,840.00 0.000 0.00 40 STRUCTURE EXCAVATION (RETAINING WALL) M3 33.0000 14,520.00 440.000 14,520.00 41 STRUCTURE BACKFILL (RETAINING WALL) M3 125.0000 28,750.00 220.000 27,500.00 230.000 28,750.00 42 PERVIOUS BACKFILL MATERIAL (RETAINING M3 106.0000 2,650.00 27.500 2,915.00 29.700 3,148.20 WALL) 43 SAND BACKFILL M3 82.0000 7,708.00 3.000 246.00 44 IMPORTED BORROW M3 46.0000 86,480.00 0.000 0.00 45 IMPORTED MATERIAL (SHOULDER BACKING) TONN 12.0000 20,400.00 0.000 0.00 46 SUBGRADE ENHANCEMENT FABRIC M2 1.0000 22,600.00 0.000 0.00 47 HIGHWAY PLANTING (REMOVE NOXIOUS WEED) M2 11.0000 38,940.00 0.000 0.00 S) 48 MULCH M3 70.0000 11,130.00 0.000 0.00 S) 49 STRAW (EROSION CONTROL) TONN 435.0000 28,275.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 11:12 AM ESTIMATE NO. 06 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/03 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FIBER (EROSION CONTROL) KG 1.0000 13,000.00 0.000 0.00 S) 51 FIBER ROLLS M 15.0000 4,800.00 0.000 0.00 S) 52 COMPOST (EROSION CONTROL) KG 1.0000 19,500.00 0.000 0.00 S) 53 PURE LIVE SEED (EROSION CONTROL) KG 35.0000 46,200.00 0.000 0.00 S) 54 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.0000 8,120.00 0.000 0.00 S) 55 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 4,380.00 0.000 0.00 S) 56 FINISHING ROADWAY LS 11,000.0000 11,000.00 0.000 0.00 57 CLASS 2 AGGREGATE BASE M3 32.0000 91,200.00 929.660 29,749.12 1,535.990 49,151.68 58 SEAL RANDOM CRACKS LNKM 2,200.0000 37,400.00 15.900 34,980.00 15.900 34,980.00 59 REPLACE ASPHALT CONCRETE SURFACING M3 200.0000 182,000.00 955.000 191,000.00 60 ASPHALT CONCRETE TONN 53.0000 1,303,800.00 0.000 0.00 61 PLACE ASPHALT CONCRETE DIKE M 5.5000 14,575.00 0.000 0.00 62 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 11.0000 40,810.00 0.000 0.00 AREA) 63 RUMBLE STRIP M 3.3000 13,959.00 0.000 0.00 (AC, GROUND-IN INDENTATIONS) 64 CONCRETE PAVEMENT (RAPID STRENGTH) M3 405.0000 3,713,850.00 0.000 0.00 65 CONCRETE COLOR PIGMENT (GRAY) KG 2.7500 216,975.00 0.000 0.00 66 CONCRETE COLOR PIGMENT (BRICK RED) KG 2.7500 18,975.00 0.000 0.00 67 SEAL PAVEMENT JOINT M 9.0000 45,270.00 0.000 0.00 68 GRIND CONCRETE PAVEMENT M2 5.5000 124,300.00 0.000 0.00 S) 69 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,100.0000 15,400.00 6.710 7,381.00 6.710 7,381.00 S) PILING 70 CLASS 1 CONCRETE (RETAINING WALL) M3 665.0000 104,405.00 46.900 31,188.50 148.910 99,025.15 71 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 36,795.00 0.910 1,501.50 4.250 7,012.50 72 MINOR CONCRETE (INVERT PAVING) M3 1,650.0000 66,000.00 0.000 0.00 73 ARCHITECTURAL TREATMENT M2 55.0000 11,550.00 0.000 0.00 74 APPLY ANTI-GRAFFITI COATING M2 39.0000 8,190.00 0.000 0.00 75 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 26,925.00 5,385.000 26,925.00 SF) 76 FURNISH SIGN STRUCTURE (TRUSS) KG 6.0000 91,212.00 0.000 0.00 SF) PROGRAM CAS145 PAGE 4 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 11:12 AM ESTIMATE NO. 06 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/03 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 15,202.00 0.000 0.00 SF) 78 ROADSIDE SIGN - ONE POST EA 82.0000 3,280.00 0.000 0.00 79 ROADSIDE SIGN - TWO POST EA 220.0000 3,080.00 0.000 0.00 S) 80 INSTALL SIGN (MAST-ARM HANGER METHOD) EA 2,750.0000 24,750.00 0.000 0.00 S) 81 INSTALL SIGN PANEL ON EXISTING FRAME EA 5,500.0000 5,500.00 0.000 0.00 S) 82 PAINT CURB (2-COAT) M 5.3000 1,431.00 0.000 0.00 S) 83 450 MM CORRUGATED STEEL PIPE M 165.0000 11,550.00 7.900 1,303.50 62.100 10,246.50 (2.01 MM THICK) 84 600 MM CORRUGATED STEEL PIPE M 192.0000 42,240.00 33.300 6,393.60 94.900 18,220.80 (2.01 MM THICK) 85 750 MM CORRUGATED STEEL PIPE M 550.0000 550.00 0.000 0.00 (2.01 MM THICK) 86 900 MM CORRUGATED STEEL PIPE M 550.0000 1,650.00 0.000 0.00 (2.01 MM THICK) 87 80 MM SLOTTED PLASTIC PIPE M 27.0000 4,050.00 136.000 3,672.00 150.000 4,050.00 88 300 MM PERFORATED STEEL PIPE UNDERDRAIN M 82.0000 19,680.00 164.900 13,521.80 (2.01 MM THICK) 89 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 220.0000 5,500.00 0.000 0.00 (1.63 MM THICK) 90 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 330.0000 9,570.00 0.000 0.00 (2.01 MM THICK) 91 ENTRANCE TAPER EA 825.0000 1,650.00 0.000 0.00 92 900 MM CORRUGATED STEEL PIPE INLET M 825.0000 2,970.00 1.000 825.00 F) (2.01 MM THICK) 93 GRATED LINE DRAIN M 275.0000 7,975.00 0.000 0.00 94 JACKED 600 MM WELDED STEEL PIPE M 400.0000 80,000.00 0.000 0.00 (6.35 MM THICK) 95 JACKED 750 MM WELDED STEEL PIPE M 400.0000 12,800.00 0.000 0.00 (6.07 MM THICK) 96 450 MM STEEL FLARED END SECTION EA 550.0000 1,100.00 2.000 1,100.00 2.000 1,100.00 97 600 MM STEEL FLARED END SECTION EA 550.0000 7,150.00 3.000 1,650.00 8.000 4,400.00 98 750 MM STEEL FLARED END SECTION EA 550.0000 2,750.00 3.000 1,650.00 3.000 1,650.00 99 900 MM STEEL FLARED END SECTION EA 550.0000 2,200.00 5.000 2,750.00 5.000 2,750.00 00 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 220.0000 41,800.00 28.830 6,342.60 38.630 8,498.60 01 ROCK SLOPE PROTECTION M3 220.0000 57,200.00 129.000 28,380.00 155.000 34,100.00 (BACKING NO. 1, METHOD B) 02 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 220.0000 17,600.00 0.000 0.00 03 ROCK SLOPE PROTECTION FABRIC M2 2.0000 2,320.00 597.000 1,194.00 720.500 1,441.00 PROGRAM CAS145 PAGE 5 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 11:12 AM ESTIMATE NO. 06 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/03 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MINOR CONCRETE (MISCELLANEOUS M3 1,050.0000 399,000.00 90.900 95,445.00 427.370 448,738.50 CONSTRUCTION) 05 MISCELLANEOUS IRON AND STEEL KG 5.0000 10,595.00 108.000 540.00 539.000 2,695.00 F) 06 CHAIN LINK FENCE (TYPE CL-1.2) M 55.0000 8,250.00 0.000 0.00 S) 07 DELINEATOR (CLASS 1) EA 44.0000 4,400.00 0.000 0.00 08 HIGHWAY POST MARKER EA 44.0000 352.00 0.000 0.00 09 MARKER (CULVERT) EA 44.0000 1,320.00 0.000 0.00 10 OBJECT MARKER (TYPE Q) EA 44.0000 44.00 0.000 0.00 11 OBJECT MARKER (TYPE L) EA 44.0000 88.00 0.000 0.00 12 OBJECT MARKER (TYPE P) EA 44.0000 88.00 0.000 0.00 13 METAL BEAM GUARD RAILING M 244.0000 10,736.00 7.620 1,859.28 7.620 1,859.28 S) 14 PEDESTRIAN BARRICADE EA 550.0000 1,100.00 0.000 0.00 S) 15 TERMINAL SYSTEM (TYPE ET) EA 2,420.0000 4,840.00 0.000 0.00 S) 16 TERMINAL SYSTEM (TYPE SRT) EA 2,035.0000 10,175.00 3.000 6,105.00 3.000 6,105.00 S) 17 THERMOPLASTIC PAVEMENT MARKING M2 53.0000 36,570.00 0.000 0.00 S) 18 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 37,000.00 0.000 0.00 S) (SPRAYABLE) 19 PAVEMENT MARKER EA 14.0000 40,600.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 20 LIGHTING (CITY STREET, LOCATION 4) LS 22,000.0000 22,000.00 0.000 0.00 S) 21 HIGHWAY LIGHTING (LOCATION 1) LS 27,500.0000 27,500.00 0.980 26,950.00 S) 22 HIGHWAY LIGHTING (LOCATION 2) LS 13,200.0000 13,200.00 1.000 13,200.00 S) 23 CHANGEABLE MESSAGE SIGN SYSTEM LS 25,300.0000 25,300.00 0.247 6,249.10 S) (LOCATION 3) 24 CHANGEABLE MESSAGE SIGN SYSTEM LS 22,000.0000 22,000.00 0.144 3,168.00 0.144 3,168.00 S) (LOCATION 6) 25 CONDUIT BUNDLE (FUTURE USE) M 110.0000 17,600.00 0.000 0.00 S) 26 DETECTOR LOOPS (LOCAITON 9) LS 1,100.0000 1,100.00 1.000 1,100.00 S) 27 DETECTOR LOOPS (LOCATION 10) LS 16,500.0000 16,500.00 0.000 0.00 S) 28 TRAFFIC MONITORING STATION LS 27,500.0000 27,500.00 0.351 9,652.50 S) (LOCATION 3) 29 CLOSED CIRCUIT TELEVISION SYSTEM LS 33,000.0000 33,000.00 0.110 3,630.00 0.930 30,690.00 S) (LOCATION 5) 30 MODIFY SIGNAL AND LIGHTING (LOCATION 5) LS 50,000.0000 50,000.00 0.035 1,750.00 0.930 46,500.00 S) PROGRAM CAS145 PAGE 6 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 11:12 AM ESTIMATE NO. 06 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/03 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MODIFY SIGNAL AND LIGHTING (LOCATION 7) LS 120,000.0000 120,000.00 0.405 48,600.00 0.480 57,600.00 S) 32 MODIFY SIGNAL AND LIGHTING (LOCATION 8) LS 93,000.0000 93,000.00 0.613 57,009.00 0.670 62,310.00 S) 33 NO. 6 PULL BOX EA 550.0000 7,700.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-261204 TIME 11:12 AM ESTIMATE NO. 06 BID OPENING 08/20/02 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/03 R.E. NAME: SMOLENSKI, JAMES DATE OF THIS ESTIMATE 07/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 513,681.58 1,558,524.01 ADJUSTMENT OF COMPENSATION 0.00 21,948.00 EXTRA WORK 536,254.99 676,481.25 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,049,936.57 2,256,953.26 34 MOBILIZATION LS 400,000.0000 400,000.00 0.200 80,000.00 0.950 380,000.00 ORIGINAL CONTRACT AMOUNT 9,492,094.00 TOTAL WORK COMPLETED 1,129,936.57 2,636,953.26 MATERIALS ON HAND ON SITE 19,867.71 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -375.00 -1,125.00 TOTAL 1,129,561.57 2,655,695.97 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 036 CLEARING AND GRUBBING 15,000.00 16,500.00 1,500.00 DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/24/02 140 10/21/02 10/09/02 12/17/03 37 155 0 0 25% 26% PROGRESS IS SATISFACTORY SMOLENSKI, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/23/03