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 05/24/06 EST. NO.04 TIME 01:17 PM 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 05/24/06 EST. NO.04 TIME 01:17 PM 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 19,300.85 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 05/06 -3,000.00 04 -3,000.00 -3,000.00 TOTAL DEDUCTIONS 16,300.85 -3,000.00 PROGRAM CAS145 PAGE 1 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 01:17 PM ESTIMATE NO. 04 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 05/19/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 05/24/06 LOCATION PROGRESS 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 0.750 2,062.50 PREVENTION PLAN 03 WATER POLLUTION CONTROL LS 21,000.0000 21,000.00 0.130 2,730.00 0.335 7,035.00 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 0.850 3,400.00 S) 06 TRAFFIC CONTROL SYSTEM LS 67,000.0000 67,000.00 0.200 13,400.00 0.250 16,750.00 S) 07 PORTABLE CHANGEABLE MESSAGE SIGN LS 30,000.0000 30,000.00 0.000 0.00 S) 08 REMOVE METAL BEAM GUARD RAILING M 54.0000 2,160.00 0.000 0.00 S) 09 REMOVE ROADSIDE SIGN EA 137.0000 2,055.00 0.000 0.00 10 REMOVE HEADWALL EA 16,500.0000 16,500.00 1.000 16,500.00 11 RESET ROADSIDE SIGN EA 242.0000 726.00 0.000 0.00 12 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.6500 30,397.00 0.000 0.00 S) 13 CLEARING AND GRUBBING LS 40,000.0000 40,000.00 0.250 10,000.00 1.000 40,000.00 14 ROADWAY EXCAVATION M3 67.0000 227,800.00 2,000.000 134,000.00 2,000.000 134,000.00 15 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.650 3,250.00 16 DITCH EXCAVATION M3 85.0000 20,400.00 210.200 17,867.00 220.200 18,717.00 17 MULCH M3 199.0000 7,363.00 0.000 0.00 S) 18 WEED CONTROL FABRIC M2 11.0000 2,200.00 0.000 0.00 S) 19 STRAW (EROSION CONTROL) TONN 555.0000 999.00 0.000 0.00 S) 20 FIBER (EROSION CONTROL) KG 0.9000 720.00 0.000 0.00 S) 21 FIBER ROLLS M 13.1500 15,385.50 0.000 0.00 S) 22 COMPOST (EROSION CONTROL) M3 382.0000 1,604.40 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 01:17 PM ESTIMATE NO. 04 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 05/19/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 24 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.7000 2,160.00 0.000 0.00 S) 25 STABILIZING EMULSION (EROSION CONTROL) KG 5.4000 702.00 0.000 0.00 S) 26 CLASS 2 AGGREGATE BASE M3 89.0000 215,380.00 0.000 0.00 27 ASPHALT CONCRETE (TYPE A) TONN 98.0000 480,200.00 0.000 0.00 28 PAVING ASPHALT (BINDER-PAVEMENT TONN 495.0000 4,455.00 0.000 0.00 REINFORCING FABRIC) 29 PAVEMENT REINFORCING FABRIC M2 3.0800 16,385.60 0.000 0.00 30 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 38,000.00 0.000 0.00 AREA) 31 TEXTURED ASPHALT CONCRETE M2 199.0000 8,756.00 0.000 0.00 32 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 9.9000 6,831.00 0.000 0.00 33 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 9.9000 891.00 0.000 0.00 34 CLASS 1 CONCRETE (RETAINING WALL) M3 2,750.0000 44,000.00 16.000 44,000.00 16.000 44,000.00 35 MINOR CONCRETE (MINOR STRUCTURE) M3 2,310.0000 9,702.00 1.560 3,603.60 1.560 3,603.60 F) 36 RETAINING WALL STEM (TYPE 6B) M2 375.0000 28,125.00 44.500 16,687.50 44.500 16,687.50 S) 37 BAR REINFORCING STEEL KG 3.9600 3,960.00 1,000.000 3,960.00 1,000.000 3,960.00 F) 38 ROADSIDE SIGN - ONE POST EA 330.0000 6,930.00 0.000 0.00 39 ROADSIDE SIGN - TWO POST EA 605.0000 2,420.00 0.000 0.00 40 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 121.0000 121.00 0.000 0.00 METHOD) 41 300 MM ALTERNATIVE PIPE CULVERT M 111.9800 1,679.70 21.200 2,373.98 21.200 2,373.98 42 450 MM ALTERNATIVE PIPE CULVERT M 163.9000 1,639.00 9.500 1,557.05 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 55.000 13,794.00 55.000 13,794.00 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 2.000 1,100.00 47 900 MM BITUMINOUS COATED CORRUGATED M 1,386.0000 3,326.40 2.400 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 3.000 3,069.00 49 450 MM CONCRETE FLARED END SECTION EA 1,237.5000 2,475.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 01:17 PM ESTIMATE NO. 04 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 05/19/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 264.00 51 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 825.0000 7,425.00 0.000 0.00 52 ROCK SLOPE PROTECTION FABRIC M2 71.5000 858.00 12.000 858.00 12.000 858.00 53 MISCELLANEOUS IRON AND STEEL KG 5.5000 1,545.50 196.000 1,078.00 196.000 1,078.00 54 CHAIN LINK FENCE (TYPE CL-1.5, M 113.0000 5,650.00 0.000 0.00 S) VINYL-CLAD) 55 OBJECT MARKER (TYPE K-1) EA 49.5000 396.00 0.000 0.00 56 OBJECT MARKER (TYPE L-1) EA 82.5000 165.00 0.000 0.00 57 METAL BEAM GUARD RAILING (WOOD POST) M 88.0000 2,728.00 0.000 0.00 S) 58 TRANSITION RAILING (TYPE WB) EA 3,552.0000 7,104.00 0.000 0.00 S) 59 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,052.0000 3,052.00 0.000 0.00 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 0.000 0.00 S) 62 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.2000 4,356.00 0.000 0.00 S) 63 150 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 2,915.00 0.000 0.00 S) 64 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 396.00 0.000 0.00 S) 65 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.7500 1,512.50 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 66 150 MM THERMOPLASTIC TRAFFIC STRIPE M 3.3000 99.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 67 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.7000 2,541.00 0.000 0.00 S) 68 FLASHING BEACON AND LIGHTING LS 87,800.0000 87,800.00 0.000 0.00 S) 69 TRAFFIC MONITORING STATION (COUNT) LS 26,900.0000 26,900.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 05/24/06 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2C3604 TIME 01:17 PM ESTIMATE NO. 04 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 05/19/06 R.E. NAME: PETE SPECTOR DATE OF THIS ESTIMATE 05/24/06 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 273,668.53 354,121.93 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 273,668.53 354,121.93 70 MOBILIZATION LS 85,000.0000 85,000.00 0.450 38,250.00 0.950 80,750.00 ORIGINAL CONTRACT AMOUNT 1,678,905.00 TOTAL WORK COMPLETED 311,918.53 434,871.93 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 16,300.85 -3,000.00 TOTAL 328,219.38 431,871.93 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 12/02/05 90 02/06/06 01/03/06 09/06/06 15 80 0 0 26% 17% PROGRESS IS SATISFACTORY PETE SPECTOR RESIDENT ENGINEER PROGRAM CAS145 DATE 05/24/06