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 09/25/07 EST. NO.04 TIME 10:30 AM R.E. NAME: CROSBY, TIM 03-290904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 002 0002 3,235.24 E.W. @ F.A.(+) 052107 N 18 0 3,235.24 TOTAL THIS ESTIMATE 6,519.94 TOTAL PREVIOUS ESTIMATE 9,755.18 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 09/25/07 EST. NO.04 TIME 10:30 AM R.E. NAME: CROSBY, TIM 03-290904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM -47,494.76 01 CPM SCHEDULE -129,392.07 02 CPM SUBMITTAL -149,315.93 03 CPM SCHEDULE 324,290.26 04 324,290.26 -1,912.50 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/07 -7,000.00 02 PER LTR DATED 9/07 -5,000.00 04 -5,000.00 -12,000.00 OVERBID ITEMS OVERBID ITEM NO. 032 -8,400.00 01 0.00 -8,400.00 TOTAL DEDUCTIONS 319,290.26 -22,312.50 PROGRAM CAS145 PAGE 1 DATE 09/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 10:30 AM ESTIMATE NO. 04 BID OPENING 03/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/25/07 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-28-10.2/11.0 ----------------------- SIERRA NEVADA CONSTRUCTION INC IN PLACER COUNTY AT KINGS BEACH P O BOX 50760 FROM CHIPMUNK STREET TO NEVADA SPARKS NV 89435 STATE LINE FED. AID NO. N O N E WATER QUALITY IMPROVEMENTS ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 TEMPORARY FENCE (TYPE ESA) M 20.0000 5,600.00 318.000 6,360.00 02 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.300 300.00 0.900 900.00 03 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.300 660.00 0.900 1,980.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 30.0000 9,900.00 17.300 519.00 417.300 12,519.00 05 TEMPORARY SILT FENCE M 30.0000 3,600.00 120.000 3,600.00 06 CLEAR WATER DIVERSION SYSTEM EA 6,000.0000 12,000.00 0.500 3,000.00 2.000 12,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 5,000.00 0.000 0.00 08 TEMPORARY COVER M2 8.0000 2,160.00 317.000 2,536.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 1,500.0000 3,000.00 2.000 3,000.00 10 TEMPORARY HYDRAULIC MULCH M2 6.0000 3,780.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 11 STREET SWEEPING LS 25,000.0000 25,000.00 0.300 7,500.00 0.900 22,500.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 7,000.0000 7,000.00 0.300 2,100.00 0.900 6,300.00 13 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.200 1,000.00 0.900 4,500.00 S) 14 TRAFFIC CONTROL SYSTEM LS 218,944.8000 218,944.80 0.250 54,736.20 0.900 197,050.32 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 88.0000 343.20 7.800 686.40 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.3500 6,097.00 1,963.000 6,576.05 S) 17 TRAFFIC PLASTIC DRUM EA 100.0000 600.00 0.500 50.00 6.000 600.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 0.150 2,550.00 0.900 15,300.00 S) 19 TEMPORARY RAILING (TYPE K) M 135.0000 24,300.00 3.000 405.00 173.000 23,355.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 300.0000 16,500.00 2.000 600.00 52.000 15,600.00 S) 21 ABANDON CULVERT EA 4,500.0000 13,500.00 3.000 13,500.00 22 ABANDON INLET EA 3,200.0000 3,200.00 1.000 3,200.00 PROGRAM CAS145 PAGE 2 DATE 09/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 10:30 AM ESTIMATE NO. 04 BID OPENING 03/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 25.0000 1,475.00 63.000 1,575.00 24 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 13.0000 10,010.00 853.000 11,089.00 STRIPE 25 REMOVE PAINTED TRAFFIC STRIPE M 4.5500 4,823.00 1,109.000 5,045.95 26 REMOVE PAINTED PAVEMENT MARKING M2 120.0000 468.00 7.800 936.00 27 REMOVE ASPHALT CONCRETE DIKE M 26.0000 3,380.00 130.000 3,380.00 28 REMOVE SANDTRAP EA 2,500.0000 15,000.00 6.000 15,000.00 29 REMOVE DOWNDRAIN M 225.0000 2,700.00 15.000 3,375.00 30 ADJUST INLET EA 4,000.0000 4,000.00 1.000 4,000.00 1.000 4,000.00 31 MODIFY PIPE INLET EA 2,600.0000 13,000.00 3.000 7,800.00 4.000 10,400.00 32 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.600 12,000.00 33 ROADWAY EXCAVATION M3 400.0000 11,200.00 12.000 4,800.00 29.800 11,920.00 34 ROADWAY EXCAVATION (BIOSWALE) M3 75.0000 37,500.00 540.000 40,500.00 35 SOIL REINFORCEMENT M2 275.0000 11,550.00 42.000 11,550.00 42.000 11,550.00 36 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 37 STRUCTURE EXCAVATION M3 170.0000 49,640.00 292.000 49,640.00 F) 38 STRUCTURE EXCAVATION (RETAINING WALL) M3 226.0000 7,232.00 32.000 7,232.00 F) 39 STRUCTURE BACKFILL M3 640.0000 48,000.00 75.000 48,000.00 F) 40 STRUCTURE BACKFILL (RETAINING WALL) M3 766.0000 17,618.00 23.000 17,618.00 F) 41 SAND BACKFILL M3 800.0000 6,800.00 8.500 6,800.00 42 DITCH EXCAVATION M3 250.0000 6,750.00 5.000 1,250.00 26.400 6,600.00 43 MULCH BLEND (EROSION CONTROL) M3 180.0000 12,060.00 60.000 10,800.00 S) 44 FIBER (EROSION CONTROL) KG 3.0000 8,400.00 1,102.300 3,306.90 S) 45 LOG PLACEMENT EA 1,000.0000 2,000.00 2.000 2,000.00 46 BOULDER PLACEMENT LS 12,000.0000 12,000.00 0.900 10,800.00 47 COMPOST (EROSION CONTROL) M3 357.0000 4,998.00 1.000 357.00 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 1,200.00 -55.430 -16,629.00 0.000 0.00 S) 49 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 25,000.00 55.430 6,928.75 55.430 6,928.75 S) PROGRAM CAS145 PAGE 3 DATE 09/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 10:30 AM ESTIMATE NO. 04 BID OPENING 03/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 4.0000 22,400.00 1,624.360 6,497.44 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 3,500.00 220.460 1,102.30 S) 52 COIR MESH M2 32.5000 36,075.00 34.000 1,105.00 520.400 16,913.00 53 EROSION CONTROL (TYPE I) M2 11.0000 16,610.00 1,091.000 12,001.00 S) 54 ROCK COLORATION LS 3,500.0000 3,500.00 0.000 0.00 55 CONCRETE COLORATION LS 5,000.0000 5,000.00 0.000 0.00 56 IRRIGATION SYSTEM LS 23,000.0000 23,000.00 0.800 18,400.00 S) 57 CLASS 2 AGGREGATE BASE M3 450.0000 12,150.00 25.350 11,407.50 30.550 13,747.50 58 ASPHALT CONCRETE (TYPE A) TONN 160.0000 25,600.00 51.000 8,160.00 51.000 8,160.00 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 12,750.00 87.400 6,555.00 87.400 6,555.00 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 175.0000 2,975.00 0.000 0.00 61 STRUCTURAL CONCRETE, SAND VAULT M3 4,200.0000 58,800.00 14.000 58,800.00 F) 62 STRUCTURAL CONCRETE, RETAINING WALL M3 2,200.0000 9,680.00 4.400 9,680.00 F) 63 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,600.0000 107,200.00 67.000 107,200.00 F) 64 CLASS 4 CONCRETE (BACKFILL) M3 340.0000 17,680.00 2.300 782.00 57.400 19,516.00 65 MINOR CONCRETE (MINOR STRUCTURE) M3 4,500.0000 18,000.00 0.000 0.00 F) 66 FURNISH PRECAST SAND VAULT EA 1.0000 6.00 6.000 6.00 67 INSTALL PRECAST SAND VAULT EA 33,000.0000 198,000.00 6.000 198,000.00 68 RETAINING WALL STEM (TYPE 6B) M2 1,500.0000 25,500.00 17.000 25,500.00 69 ARCHITECTURAL TREATMENT (DRYSTACK) M2 160.0000 9,120.00 48.700 7,792.00 S) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 1,005.00 201.000 1,005.00 SF) 71 BAR REINFORCING STEEL (EPOXY COATED) KG 8.0000 13,648.00 1,706.000 13,648.00 SF) 72 BAR REINFORCING STEEL (EPOXY) KG 5.0000 32,050.00 6,410.000 32,050.00 SF)(BARRIER SLAB) 73 300 MM ALTERNATIVE PIPE CULVERT M 800.0000 5,600.00 6.200 4,960.00 74 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 87,500.00 21.800 7,630.00 250.000 87,500.00 75 300 MM X 450 MM CORRUGATED STEEL PIPE M 400.0000 30,400.00 76.000 30,400.00 ARCH CULVERT 76 PERMEABLE MATERIAL M3 330.0000 7,920.00 2.700 891.00 16.720 5,517.60 PROGRAM CAS145 PAGE 4 DATE 09/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 10:30 AM ESTIMATE NO. 04 BID OPENING 03/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FLUME DOWNDRAIN M 775.0000 4,650.00 6.000 4,650.00 78 TAPERED INLET EA 1,300.0000 1,300.00 1.000 1,300.00 79 FLUME ANCHOR ASSEMBLY EA 500.0000 1,500.00 3.000 1,500.00 80 300 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 81 450 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 7.000 8,400.00 82 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 365.0000 8,760.00 7.200 2,628.00 13.500 4,927.50 83 ROCK SLOPE PROTECTION M3 375.0000 18,750.00 49.800 18,675.00 (FACING, METHOD B) 84 MINOR CONCRETE (MISCELLANEOUS M3 3,000.0000 72,000.00 20.500 61,500.00 21.000 63,000.00 CONSTRUCTION) 85 MISCELLANEOUS IRON AND STEEL KG 6.5000 4,212.00 0.000 0.00 F) 86 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 46,460.00 3,484.000 34,840.00 SF) 87 FENCE (SPLIT RAIL) M 60.0000 15,600.00 213.000 12,780.00 S) 88 TRANSITION RAILING (TYPE WB) EA 3,750.0000 3,750.00 0.000 0.00 S) 89 END CAP (TYPE A) EA 200.0000 400.00 0.000 0.00 S) 90 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,200.0000 3,200.00 0.000 0.00 S) 91 CALIFORNIA ST-10 BRIDGE RAIL M 1,000.0000 37,000.00 28.300 28,300.00 37.000 37,000.00 F) 92 THERMOPLASTIC TRAFFIC STRIPE M 8.3000 6,391.00 0.000 0.00 S) (SPRAYABLE) 93 PAINT TRAFFIC STRIPE (1-COAT) M 6.5000 6,890.00 0.000 0.00 S) 94 PAINT PAVEMENT MARKING M2 140.0000 546.00 0.000 0.00 S) PROGRAM CAS145 PAGE 5 DATE 09/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 10:30 AM ESTIMATE NO. 04 BID OPENING 03/20/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 222,078.45 1,528,939.71 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 3,235.24 9,755.18 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 225,313.69 1,538,694.89 95 MOBILIZATION LS 175,000.0000 175,000.00 1.000 175,000.00 ORIGINAL CONTRACT AMOUNT 1,927,007.00 TOTAL WORK COMPLETED 225,313.69 1,713,694.89 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 319,290.26 -22,312.50 TOTAL 544,603.95 1,691,382.39 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE MAXIMUM CONTRACT OVERBID VALUE PRICE AMOUNT 032 CLEARING AND GRUBBING 6,000.00 20,000.00 14,000.00 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 05/04/07 90 06/06/07 05/21/07 10/09/07 81 4 0 0 85% 90% PROGRESS IS SATISFACTORY CROSBY, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/25/07