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 09/27/07 EST. NO.14 TIME 11:06 AM R.E. NAME: PETE SPECTOR 03-2C3604 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 027 0001 2,011.93 A.C. @ L.S.(+) 092507 N C02701 2,011.93 TOTAL THIS ESTIMATE 104,193.88 TOTAL PREVIOUS ESTIMATE 106,205.81 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 09/27/07 EST. NO.14 TIME 11:06 AM R.E. NAME: PETE SPECTOR 03-2C3604 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -12,918.55 02 BASELINE SCHED -6,382.30 03 RET EST#2 BASELN DED 12,918.55 04 RET EST#3 BASELN DED 6,382.30 04 FAIR PRACTICES VIOLA -11,470.00 10 MISSING CEM2025 -10,000.00 10 RECEIVED CEM2025 10,000.00 12 0.00 -11,470.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA 1391 -10,000.00 07 MISSING CEM2402(F) -10,000.00 10 REC'D FHWA 1391 10,000.00 10 RECEIVED CEM2402(F) 10,000.00 12 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 05/06 -3,000.00 04 PER LTR DATED 6/06 -10,000.00 05 PER LTR DATED 07/06 -5,000.00 06 RETURN 05/06 DEDUCT 3,000.00 06 RETURN 06/06 DEDUCT 10,000.00 06 PER LTR DATED 9/06 -10,000.00 08 PER LTR DATED 10/06 -2,000.00 09 CERTIFIED PAYROLLS 17,000.00 13 0.00 0.00 OTHER OUTSTANDING DOCUMENTS MISSING FHWA 47 -10,000.00 10 RECEIVED FHWA 47 10,000.00 12 0.00 0.00 TOTAL DEDUCTIONS 0.00 -11,470.00 PROGRAM CAS145 PAGE 1 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 11:06 AM ESTIMATE NO. 14 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 09/27/07 LOCATION FINAL ESTIMATE 03-ED-49-24.1/24.6 -------------- MARTIN BROTHERS CONSTRUCTION IN EL DORADO COUNTY NEAR COLOMA 20 LIGHT SKY COURT FROM SOUTH FORK AMERICAN RIVER SACRAMENTO, CA 95828 BRIDGE TO 0.1 KM WEST OF MARSHALL ROAD FED. AID NO. ACST-P049(136)E ,PH-P049(136)E CONSTRUCT 2 WAY LEFT TURN LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 21.0000 11,760.00 436.700 9,170.70 S) 02 PREPARE STORM WATER POLLUTION LS 2,750.0000 2,750.00 1.000 2,750.00 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 21,000.0000 21,000.00 1.000 21,000.00 04 TEMPORARY SILT FENCE M 50.0000 1,400.00 23.000 1,150.00 05 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.150 600.00 1.000 4,000.00 S) 06 TRAFFIC CONTROL SYSTEM LS 67,000.0000 67,000.00 1.000 67,000.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 1.000 30,000.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 54.0000 2,160.00 40.000 2,160.00 S) 09 REMOVE ROADSIDE SIGN EA 137.0000 2,055.00 15.000 2,055.00 10 REMOVE HEADWALL EA 16,500.0000 16,500.00 1.000 16,500.00 11 RESET ROADSIDE SIGN EA 242.0000 726.00 1.000 242.00 12 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.6500 30,397.00 2,618.280 14,793.28 S) 13 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 1.000 40,000.00 14 ROADWAY EXCAVATION M3 67.0000 227,800.00 3,438.903 230,406.50 15 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 16 DITCH EXCAVATION M3 85.0000 20,400.00 232.200 19,737.00 17 MULCH M3 199.0000 7,363.00 37.000 7,363.00 S) 18 WEED CONTROL FABRIC M2 11.0000 2,200.00 194.000 2,134.00 S) 19 STRAW (EROSION CONTROL) TONN 555.0000 999.00 3.600 1,998.00 S) 20 FIBER (EROSION CONTROL) KG 0.9000 720.00 1,600.000 1,440.00 S) 21 FIBER ROLLS M 13.1500 15,385.50 1,124.000 14,780.60 S) 22 COMPOST (EROSION CONTROL) M3 382.0000 1,604.40 8.400 3,208.80 S) PROGRAM CAS145 PAGE 2 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 11:06 AM ESTIMATE NO. 14 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 09/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PURE LIVE SEED (EROSION CONTROL) KG 400.0000 7,200.00 35.000 14,000.00 S) 24 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.7000 2,160.00 1,600.000 4,320.00 S) 25 STABILIZING EMULSION (EROSION CONTROL) KG 5.4000 702.00 260.000 1,404.00 S) 26 CLASS 2 AGGREGATE BASE M3 89.0000 215,380.00 2,477.250 220,475.25 27 ASPHALT CONCRETE (TYPE A) TONN 98.0000 480,200.00 4,082.800 400,114.40 28 PAVING ASPHALT (BINDER-PAVEMENT TONN 495.0000 4,455.00 2.000 990.00 REINFORCING FABRIC) 29 PAVEMENT REINFORCING FABRIC M2 3.0800 16,385.60 1,981.230 6,102.19 30 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 38,000.00 1,837.540 36,750.80 AREA) 31 TEXTURED ASPHALT CONCRETE M2 199.0000 8,756.00 44.000 8,756.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.9000 6,831.00 669.000 6,623.10 33 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 9.9000 891.00 90.500 895.95 34 CLASS 1 CONCRETE (RETAINING WALL) M3 2,750.0000 44,000.00 16.000 44,000.00 35 MINOR CONCRETE (MINOR STRUCTURE) M3 2,310.0000 9,702.00 4.120 9,517.20 F) 36 RETAINING WALL STEM (TYPE 6B) M2 375.0000 28,125.00 66.740 25,027.50 S) 37 BAR REINFORCING STEEL KG 3.9600 3,960.00 1,000.000 3,960.00 F) 38 ROADSIDE SIGN - ONE POST EA 330.0000 6,930.00 20.000 6,600.00 39 ROADSIDE SIGN - TWO POST EA 605.0000 2,420.00 4.000 2,420.00 40 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 121.00 1.000 121.00 METHOD) 41 300 MM ALTERNATIVE PIPE CULVERT M 111.9800 1,679.70 21.200 2,373.98 42 450 MM ALTERNATIVE PIPE CULVERT M 163.9000 1,639.00 9.500 1,557.05 43 300 MM REINFORCED CONCRETE PIPE M 178.2000 6,771.60 36.000 6,415.20 44 450 MM REINFORCED CONCRETE PIPE M 250.8000 12,790.80 69.600 17,455.68 45 300 MM DOWNDRAIN SLIP JOINT EA 1,364.0000 2,728.00 0.000 0.00 46 300 MM ANCHOR ASSEMBLY EA 550.0000 1,100.00 2.000 1,100.00 47 900 MM BITUMINOUS COATED CORRUGATED M 1,386.0000 3,326.40 2.400 3,326.40 STEEL PIPE INLET (2.01 MM THICK) 48 300 MM CONCRETE FLARED END SECTION EA 1,023.0000 3,069.00 3.000 3,069.00 49 450 MM CONCRETE FLARED END SECTION EA 1,237.5000 2,475.00 2.000 2,475.00 PROGRAM CAS145 PAGE 3 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 11:06 AM ESTIMATE NO. 14 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 09/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 300 MM ALTERNATIVE FLARED END SECTION EA 264.0000 264.00 1.000 264.00 51 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 825.0000 7,425.00 9.000 7,425.00 52 ROCK SLOPE PROTECTION FABRIC M2 71.5000 858.00 12.000 858.00 53 MISCELLANEOUS IRON AND STEEL KG 5.5000 1,545.50 281.000 1,545.50 54 CHAIN LINK FENCE (TYPE CL-1.5, M 113.0000 5,650.00 50.000 5,650.00 S) VINYL-CLAD) 55 OBJECT MARKER (TYPE K-1) EA 49.5000 396.00 6.000 297.00 56 OBJECT MARKER (TYPE L-1) EA 82.5000 165.00 1.000 82.50 57 METAL BEAM GUARD RAILING (WOOD POST) M 88.0000 2,728.00 15.240 1,341.12 S) 58 TRANSITION RAILING (TYPE WB) EA 3,552.0000 7,104.00 2.000 7,104.00 S) 59 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,052.0000 3,052.00 2.000 6,104.00 S) 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,585.0000 7,755.00 0.000 0.00 S) 61 THERMOPLASTIC PAVEMENT MARKING M2 49.5000 7,425.00 108.410 5,366.30 S) 62 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 4,356.00 2,899.000 6,377.80 S) 63 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 2,915.00 1,023.000 2,813.25 S) 64 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 396.00 114.000 376.20 S) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 1,512.50 542.000 1,490.50 S) (BROKEN 10.98 M - 3.66 M) 66 150 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 99.00 60.000 198.00 S) (BROKEN 2.44 M - 1.22 M) 67 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.7000 2,541.00 341.000 2,625.70 S) 68 FLASHING BEACON AND LIGHTING LS 87,800.0000 87,800.00 1.000 87,800.00 S) 69 TRAFFIC MONITORING STATION (COUNT) LS 26,900.0000 26,900.00 1.000 26,900.00 S) PROGRAM CAS145 PAGE 4 DATE 09/27/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 11:06 AM ESTIMATE NO. 14 BID OPENING 10/05/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 10/25/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 09/27/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 600.00 1,491,357.45 ADJUSTMENT OF COMPENSATION 2,011.93 13,505.06 EXTRA WORK 0.00 92,700.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,611.93 1,597,563.26 70 MOBILIZATION LS 85,000.0000 85,000.00 1.000 85,000.00 ORIGINAL CONTRACT AMOUNT 1,678,905.00 TOTAL WORK COMPLETED 2,611.93 1,682,563.26 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -11,470.00 TOTAL 2,611.93 1,671,093.26 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 12/02/05 90 02/06/06 01/03/06 10/25/06 112 92 16 9 100% 100% PETE SPECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 09/27/07