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 08/14/08 EST. NO.07 TIME 08:03 AM R.E. NAME: FREDRICKSON, SCOTT OR MURPHY, RODNEY 03-1E2404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 005 0001 43,650.00 E.W. @ L.S.(+) 062408 N 0001 0 43,650.00 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 43,650.00 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 08/14/08 EST. NO.07 TIME 08:03 AM R.E. NAME: FREDRICKSON, SCOTT OR MURPHY, RODNEY 03-1E2404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -10,000.00 06 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 08/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E2404 TIME 08:03 AM ESTIMATE NO. 07 BID OPENING 07/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: FREDRICKSON, SCOTT OR MURPHY, RODNEY DATE OF THIS ESTIMATE 08/14/08 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 03-PLA-80-R58.3/R59.2 ------------------------------ SIERRA NEVADA CONSTRUCTION INC IN PLACER AND NEVADA COUNTIES FROM P O BOX 50760 1.3 KM WEST OF YUBA GAP SPARKS NV 89435 OVERCROSSING TO 0.2 KM WEST OF THE ROUTE 80 AND 20 SEPARATION FED. AID NO. ACIM-080 -4(181)E EXTEND TRUCK CLIMBING LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROTECTION OF MIGRATORY BIRDS LS 2,500.0000 2,500.00 0.800 2,000.00 02 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 3,750.0000 3,750.00 0.500 1,875.00 03 TIME-RELATED OVERHEAD WDAY 1,500.0000 202,500.00 73.000 109,500.00 04 TEMPORARY FENCE (TYPE ESA) M 27.0000 16,200.00 760.000 20,520.00 05 CONSTRUCTION SITE MANAGEMENT LS 500.0000 500.00 0.540 270.00 06 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.720 1,440.00 PREVENTION PLAN 07 TEMPORARY SILT FENCE M 22.0000 29,700.00 1,533.400 33,734.80 08 TEMPORARY GRAVEL BAG BERM M 20.0000 120.00 7.000 140.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 10,000.00 3.000 15,000.00 10 MOVE-IN/MOVE-OUT EA 550.0000 1,100.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 11 TEMPORARY HYDRAULIC MULCH M2 0.8000 7,200.00 0.000 0.00 S) (BONDED FIBER MATRIX) 12 STREET SWEEPING LS 35,000.0000 35,000.00 0.540 18,900.00 13 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 5,000.0000 5,000.00 0.000 0.00 14 TEMPORARY COVER (PLASTIC) M2 1.8000 7,020.00 0.000 0.00 15 CONSTRUCTION AREA SIGNS LS 4,600.0000 4,600.00 0.800 3,680.00 S) 16 TRAFFIC CONTROL SYSTEM LS 202,584.0000 202,584.00 0.600 121,550.40 S) 17 TYPE III BARRICADE EA 160.0000 960.00 0.000 0.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 25.0000 300.00 11.710 292.75 S) 19 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 5,460.00 2,763.000 8,289.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.3000 2,322.00 1,964.000 589.20 S) 21 TRAFFIC PLASTIC DRUM EA 75.0000 5,100.00 22.000 1,650.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 13,000.0000 13,000.00 0.700 9,100.00 S) PROGRAM CAS145 PAGE 2 DATE 08/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E2404 TIME 08:03 AM ESTIMATE NO. 07 BID OPENING 07/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: FREDRICKSON, SCOTT OR MURPHY, RODNEY DATE OF THIS ESTIMATE 08/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 70.0000 152,600.00 1,737.330 121,613.10 24 TEMPORARY CRASH CUSHION MODULE EA 225.0000 15,750.00 28.000 6,300.00 25 OBLITERATE SURFACING M2 3.7500 4,987.50 0.000 0.00 26 REMOVE METAL BEAM GUARD RAILING M 9.0000 3,060.00 355.420 3,198.78 27 REMOVE FLARED END SECTION EA 1,000.0000 1,000.00 0.000 0.00 28 REMOVE PAVEMENT MARKING M2 15.0000 180.00 0.000 0.00 29 REMOVE ROADSIDE SIGN EA 80.0000 240.00 4.000 320.00 30 REMOVE 200 MM UNDERDRAIN M 22.0000 10,780.00 12.000 264.00 31 REMOVE CULVERT M 18.0000 810.00 12.000 216.00 32 REMOVE CONCRETE PAVEMENT M3 120.0000 81,600.00 0.000 0.00 33 REMOVE CEMENT TREATED BASE M3 45.0000 32,850.00 568.120 25,565.40 34 REMOVE ASPHALT CONCRETE SURFACING M2 4.0000 15,920.00 4,189.390 16,757.56 35 RECONSTRUCT TERMINAL SYSTEM EA 1,450.0000 1,450.00 0.000 0.00 (TYPE ET) 36 RELOCATE ROADSIDE SIGN EA 250.0000 1,250.00 0.000 0.00 37 REMOVE CONCRETE (CURB AND GUTTER) M 65.0000 4,225.00 0.000 0.00 38 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 39 ROADWAY EXCAVATION M3 30.0000 168,000.00 5,040.000 151,200.00 40 LEAD COMPLIANCE PLAN LS 750.0000 750.00 0.820 615.00 41 ASBESTOS COMPLIANCE PLAN LS 3,000.0000 3,000.00 0.860 2,580.00 42 DUST CONTROL PLAN LS 750.0000 750.00 0.860 645.00 43 IMPORTED BORROW M3 65.0000 248,950.00 1,562.510 101,563.15 3,882.650 252,372.25 (GEOSYNTHETIC REINFORCED EMBANKMENT) 44 GEOSYNTHETIC REINFORCED EMBANKMENT M2 2.0000 25,200.00 9,534.000 19,068.00 45 GEOSYNTHETIC REINFORCED MATERIAL M2 3.5000 44,100.00 9,534.000 33,369.00 46 EROSION CONTROL (NETTING) M2 3.2500 49,725.00 0.000 0.00 S) 47 EROSION CONTROL (TYPE D) M2 2.0500 31,365.00 0.000 0.00 S) 48 EROSION CONTROL (TYPE BFM) M2 0.8200 15,580.00 0.000 0.00 S) 49 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 550.0000 1,100.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 08/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E2404 TIME 08:03 AM ESTIMATE NO. 07 BID OPENING 07/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: FREDRICKSON, SCOTT OR MURPHY, RODNEY DATE OF THIS ESTIMATE 08/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLASS 2 AGGREGATE BASE M3 65.0000 97,500.00 0.000 0.00 51 SLURRY SEAL TONN 200.0000 76,000.00 334.260 66,852.00 52 ASPHALT CONCRETE (TYPE A) TONN 95.0000 726,750.00 2,834.050 269,234.75 53 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 88.0000 1,848.00 0.000 0.00 AREA) 54 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 7.0000 4,690.00 0.000 0.00 55 CONCRETE PAVEMENT M3 550.0000 858,000.00 0.000 0.00 56 SEAL PAVEMENT JOINT M 21.0000 25,620.00 0.000 0.00 57 SEAL LONGITUDINAL ISOLATION JOINT M 8.0000 13,840.00 0.000 0.00 58 GRIND EXISTING CONCRETE M2 10.0000 267,000.00 0.000 0.00 S) PAVEMENT 59 CLASS 4 CONCRETE (BACKFILL) M3 250.0000 23,250.00 22.200 5,550.00 60 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 25,500.00 0.000 0.00 F) 61 ROADSIDE SIGN - ONE POST EA 275.0000 1,650.00 0.000 0.00 62 600 MM PLASTIC PIPE M 640.0000 29,440.00 16.500 10,560.00 63 200 MM PLASTIC PIPE M 225.0000 2,475.00 6.000 1,350.00 64 200 MM PERFORATED PLASTIC M 120.0000 62,400.00 16.500 1,980.00 PIPE UNDERDRAIN 65 200 MM CORRUGATED STEEL PIPE RISER EA 1,500.0000 7,500.00 0.000 0.00 (1.63 MM THICK) 66 600 MM STEEL FLARED END SECTION EA 350.0000 700.00 0.000 0.00 67 ROCK SLOPE PROTECTION M3 450.0000 8,100.00 0.000 0.00 (BACKING NO. 2, METHOD B) 68 ROCK SLOPE PROTECTION FABRIC M2 43.0000 2,623.00 0.000 0.00 69 MINOR CONCRETE (CURB AND GUTTER) M3 835.0000 2,087.50 0.000 0.00 70 MINOR CONCRETE (TEXTURED PAVING) M3 1,000.0000 54,000.00 0.000 0.00 71 DELINEATOR (CLASS 2) EA 45.0000 2,925.00 0.000 0.00 72 METAL BEAM GUARD RAILING M 85.0000 80,750.00 0.000 0.00 S) 73 TRANSITION RAILING (TYPE WB) EA 4,600.0000 9,200.00 0.000 0.00 S) 74 END CAP (TYPE A) EA 300.0000 300.00 0.000 0.00 S) 75 END ANCHOR ASSEMBLY (TYPE SFT) EA 580.0000 1,740.00 0.000 0.00 S) 76 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 8,700.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 08/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E2404 TIME 08:03 AM ESTIMATE NO. 07 BID OPENING 07/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: FREDRICKSON, SCOTT OR MURPHY, RODNEY DATE OF THIS ESTIMATE 08/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 20.0000 76,200.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 78 100 MM TWO-COMPONENT PAINT M 15.0000 63,900.00 0.000 0.00 S) TRAFFIC STRIPE 79 200 MM THERMOPLASTIC TRAFFIC STRIPE M 22.0000 7,260.00 0.000 0.00 S) (RECESSED) 80 100 MM THERMOPLASTIC TRAFFIC STRIPE M 20.0000 760.00 0.000 0.00 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 81 TWO-COMPONENT PAINT PAVEMENT MARKING M2 180.0000 2,160.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 08/14/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E2404 TIME 08:03 AM ESTIMATE NO. 07 BID OPENING 07/10/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/18/08 R.E. NAME: FREDRICKSON, SCOTT OR MURPHY, RODNEY DATE OF THIS ESTIMATE 08/14/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 101,563.15 1,418,141.99 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 43,650.00 43,650.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 145,213.15 1,461,791.99 82 MOBILIZATION LS 150,000.0000 150,000.00 0.950 142,500.00 ORIGINAL CONTRACT AMOUNT 4,247,007.00 TOTAL WORK COMPLETED 145,213.15 1,604,291.99 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 145,213.15 1,594,291.99 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 08/10/07 135 09/17/07 08/27/07 10/17/08 73 149 0 0 37% 54% PROGRESS IS SATISFACTORY FREDRICKSON, SCOTT OR MURPHY, RODNEY RESIDENT ENGINEER PROGRAM CAS145 DATE 08/14/08