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 01/19/07 EST. NO.15 TIME 10:16 AM R.E. NAME: CATANIA, DAVE 03-3A2604 --------------------------------------------------------------------------- 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 0126 396.11 E.W. @ F.A.(+) 070706 N 01-045 0167 896.39 091206 N 01-082 0168 725.52 091306 N 01-083 2,018.02 TOTAL THIS ESTIMATE 623,059.96 TOTAL PREVIOUS ESTIMATE 625,077.98 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 01/19/07 EST. NO.15 TIME 10:16 AM R.E. NAME: CATANIA, DAVE 03-3A2604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE MISSING FHWA 47 -10,000.00 13 FHWA 47 10,000.00 15 10,000.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -10,000.00 12 MISSING CEM2402(F) -10,000.00 13 CEM2402(F) 10,000.00 15 FHWA 1391 10,000.00 15 20,000.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 8/05 -3,000.00 03 REC'D PAYROLLS 3,000.00 04 PER LTR 10/05 -5,000.00 05 PER LTR DATED 6/06 -3,000.00 09 RETURN DEDUCTION 7/6 2,000.00 11 PER LTR DATED 8/06 -2,000.00 12 CERTIFIED PAYROLLS 5,500.00 15 5,500.00 -2,500.00 TOTAL DEDUCTIONS 35,500.00 -2,500.00 PROGRAM CAS145 PAGE 1 DATE 01/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2604 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 05/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/14/06 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 01/19/07 LOCATION SEMI-FINAL ESTIMATE 03-NEV-49-7.3/8.1 ------------------- STIMPEL WIEBELHAUS ASSOCIATES IN NEVADA COUNTY NEAR GRASS VALLEY P O BOX 492335 FROM 0.2 KM NORTH OF LIME KILN ROAD REDDING CA 960492335 TO 0.2 KM NORTH OF PEKOLEE DRIVE FED. AID NO. ACST-P049(135)E ,PH-P049(135)E WIDEN AND ADD SHOULDERS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 40.0000 320.00 8.000 320.00 02 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 1.000 2,500.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 10,000.0000 10,000.00 1.000 10,000.00 04 TEMPORARY FIBER ROLL M 6.0000 9,000.00 92.350 554.10 05 TEMPORARY SILT FENCE M 10.0000 21,200.00 981.000 9,810.00 06 TEMPORARY CONCRETE WASHOUT FACILITY EA 5,000.0000 5,000.00 1.000 5,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 14,000.00 2.000 7,000.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 750.0000 1,500.00 2.000 1,500.00 09 CONSTRUCTION AREA SIGNS LS 1,700.0000 1,700.00 1.000 1,700.00 S) 10 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 1.000 150,000.00 S) 11 TEMPORARY PAVEMENT MARKING (PAINT) M2 48.0000 768.00 16.900 811.20 S) 12 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 3,200.00 6,956.000 5,564.80 S) 13 TEMPORARY PAVEMENT MARKER EA 5.0000 2,200.00 340.000 1,700.00 S) 14 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 15 TEMPORARY RAILING (TYPE K) M 65.0000 67,600.00 31.000 2,015.00 16 TEMPORARY CRASH CUSHION MODULE EA 175.0000 4,900.00 0.000 0.00 17 REMOVE ROADSIDE SIGN EA 50.0000 100.00 1.000 50.00 18 REMOVE CULVERT M 70.0000 3,500.00 48.200 3,374.00 19 REMOVE HEADWALL EA 700.0000 4,200.00 5.000 3,500.00 20 RESET ROADSIDE SIGN EA 200.0000 600.00 3.000 600.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.0000 23,600.00 11,422.000 22,844.00 S) 22 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 PROGRAM CAS145 PAGE 2 DATE 01/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2604 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 05/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/14/06 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 01/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ROADWAY EXCAVATION M3 25.0000 228,250.00 9,155.000 228,875.00 24 STRAW (EROSION CONTROL) TONN 375.0000 3,375.00 11.750 4,406.25 S) 25 FIBER (EROSION CONTROL) KG 1.0000 2,000.00 3,112.000 3,112.00 S) 26 FIBER ROLLS M 11.0000 45,210.00 4,997.180 54,968.98 S) 27 COMPOST (EROSION CONTROL) M3 300.0000 12,000.00 58.200 17,460.00 S) 28 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 9,900.00 221.400 19,926.00 S) 29 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 1,000.00 745.000 1,490.00 S) 30 CLASS 2 AGGREGATE BASE M3 82.0000 174,660.00 2,140.000 175,480.00 31 ASPHALT CONCRETE (TYPE A) TONN 73.5000 294,000.00 3,725.800 273,846.30 32 ASPHALT CONCRETE (OPEN GRADED) TONN 76.0000 66,880.00 967.200 73,507.20 33 PAVING ASPHALT (PAINT BINDER) TONN 100.0000 1,000.00 8.840 884.00 34 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 54.0000 756.00 22.000 1,188.00 AREA) 35 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 1,140.00 187.000 1,122.00 36 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 138.00 67.000 402.00 37 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 1,140.00 270.000 1,620.00 38 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 114.00 52.000 312.00 39 MINOR CONCRETE (MINOR STRUCTURE) M3 8,000.0000 88,000.00 11.000 88,000.00 F) 40 ROADSIDE SIGN - ONE POST EA 350.0000 1,400.00 4.000 1,400.00 41 450 MM ALTERNATIVE PIPE CULVERT M 800.0000 30,400.00 38.000 30,400.00 42 600 MM ALTERNATIVE PIPE CULVERT M 1,000.0000 53,000.00 52.900 52,900.00 43 450 MM CORRUGATED STEEL PIPE M 350.0000 1,400.00 3.800 1,330.00 (1.63 MM THICK) 44 600 MM CORRUGATED STEEL PIPE M 350.0000 2,800.00 1.700 595.00 (1.63 MM THICK) 45 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 100.0000 2,200.00 21.500 2,150.00 (1.63 MM THICK) 46 200 MM ENTRANCE TAPER EA 300.0000 600.00 2.000 600.00 47 600 MM ANCHOR ASSEMBLY EA 1,000.0000 1,000.00 1.000 1,000.00 48 450 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,000.00 4.000 1,000.00 49 600 MM ALTERNATIVE FLARED END SECTION EA 250.0000 1,750.00 7.000 1,750.00 PROGRAM CAS145 PAGE 3 DATE 01/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2604 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 05/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/14/06 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 01/19/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROCK SLOPE PROTECTION M3 105.0000 9,870.00 127.800 13,419.00 (1/4 TON, METHOD B) 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 220.0000 6,160.00 53.880 11,853.60 52 ROCK SLOPE PROTECTION M3 110.0000 4,180.00 28.000 3,080.00 (BACKING NO. 1, METHOD B) 53 GABION M3 600.0000 13,800.00 76.000 45,600.00 54 ROCK SLOPE PROTECTION FABRIC M2 7.0000 1,680.00 413.000 2,891.00 55 MISCELLANEOUS IRON AND STEEL KG 7.0000 1,309.00 187.000 1,309.00 SF) 56 FENCE (TYPE WM, METAL POST) M 14.8000 32,264.00 2,374.000 35,135.20 S) 57 DELINEATOR (CLASS 1) EA 40.0000 160.00 4.000 160.00 58 DELINEATOR (CLASS 2) EA 40.0000 120.00 0.000 0.00 59 HIGHWAY POST MARKER EA 40.0000 40.00 1.000 40.00 60 METAL BEAM GUARD RAILING (WOOD POST) M 208.0000 4,160.00 38.200 7,945.60 S) 61 CABLE RAILING (MODIFIED) M 86.0000 1,204.00 48.000 4,128.00 S) 62 TERMINAL SYSTEM (TYPE ET) EA 3,200.0000 3,200.00 2.000 6,400.00 S) 63 END ANCHOR ASSEMBLY (TYPE SFT) EA 950.0000 950.00 2.000 1,900.00 S) 64 THERMOPLASTIC PAVEMENT MARKING M2 60.0000 1,140.00 18.230 1,093.80 S) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 7,125.00 5,330.000 6,662.50 S) 66 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 135.00 60.000 150.00 S) 67 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 1,600.00 254.000 1,270.00 S) 68 PAVEMENT MARKER EA 10.0000 1,500.00 78.000 780.00 S) (RETROREFLECTIVE-RECESSED) 69 MODIFY FLASHING BEACON LS 30,000.0000 30,000.00 0.000 0.00 S) 70 MODIFY LIGHTING LS 45,000.0000 45,000.00 1.000 45,000.00 S) PROGRAM CAS145 PAGE 4 DATE 01/19/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-3A2604 TIME 10:16 AM ESTIMATE NO. 15 BID OPENING 05/04/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/14/06 R.E. NAME: CATANIA, DAVE DATE OF THIS ESTIMATE 01/19/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,507,385.53 ADJUSTMENT OF COMPENSATION 0.00 38,219.25 EXTRA WORK 2,018.02 586,858.73 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,018.02 2,132,463.51 71 MOBILIZATION LS 169,137.0000 169,137.00 1.000 169,137.00 ORIGINAL CONTRACT AMOUNT 1,735,735.00 TOTAL WORK COMPLETED 2,018.02 2,301,600.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 35,500.00 -2,500.00 TOTAL 37,518.02 2,299,100.51 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 05/26/05 100 06/13/05 06/10/05 09/14/06 150 165 50 0 100% 100% CATANIA, DAVE RESIDENT ENGINEER PROGRAM CAS145 DATE 01/19/07