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 07/25/07 EST. NO.02 TIME 11:04 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 --------------------------------------------------------------------------- *** 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 07/25/07 EST. NO.02 TIME 11:04 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 -129,392.07 -176,886.83 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/07 -7,000.00 02 -7,000.00 -7,000.00 OVERBID ITEMS OVERBID ITEM NO. 032 -8,400.00 01 0.00 -8,400.00 TOTAL DEDUCTIONS -136,392.07 -192,286.83 PROGRAM CAS145 PAGE 1 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 11:04 AM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 07/25/07 LOCATION 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 10.000 200.00 318.000 6,360.00 02 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.200 200.00 0.400 400.00 03 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.500 1,100.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 30.0000 9,900.00 335.000 10,050.00 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 1.000 6,000.00 1.000 6,000.00 07 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 5,000.00 0.000 0.00 08 TEMPORARY COVER M2 8.0000 2,160.00 250.000 2,000.00 317.000 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 0.200 5,000.00 0.200 5,000.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 7,000.0000 7,000.00 0.500 3,500.00 0.500 3,500.00 13 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.100 500.00 0.700 3,500.00 S) 14 TRAFFIC CONTROL SYSTEM LS 218,944.8000 218,944.80 0.200 43,788.96 0.500 109,472.40 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 1.000 100.00 5.000 500.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 0.100 1,700.00 0.700 11,900.00 S) 19 TEMPORARY RAILING (TYPE K) M 135.0000 24,300.00 60.000 8,100.00 163.000 22,005.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 300.0000 16,500.00 15.000 4,500.00 45.000 13,500.00 S) 21 ABANDON CULVERT EA 4,500.0000 13,500.00 1.000 4,500.00 1.000 4,500.00 22 ABANDON INLET EA 3,200.0000 3,200.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 11:04 AM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 10,010.00 317.000 4,121.00 770.000 10,010.00 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 68.500 1,781.00 88.500 2,301.00 28 REMOVE SANDTRAP EA 2,500.0000 15,000.00 6.000 15,000.00 6.000 15,000.00 29 REMOVE DOWNDRAIN M 225.0000 2,700.00 14.300 3,217.50 14.300 3,217.50 30 ADJUST INLET EA 4,000.0000 4,000.00 0.000 0.00 31 MODIFY PIPE INLET EA 2,600.0000 13,000.00 1.000 2,600.00 1.000 2,600.00 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 15.000 6,000.00 17.800 7,120.00 34 ROADWAY EXCAVATION (BIOSWALE) M3 75.0000 37,500.00 500.000 37,500.00 500.000 37,500.00 35 SOIL REINFORCEMENT M2 275.0000 11,550.00 0.000 0.00 36 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 37 STRUCTURE EXCAVATION M3 170.0000 49,640.00 196.000 33,320.00 292.000 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 10.640 6,809.60 10.640 6,809.60 F) 40 STRUCTURE BACKFILL (RETAINING WALL) M3 766.0000 17,618.00 0.000 0.00 F) 41 SAND BACKFILL M3 800.0000 6,800.00 2.900 2,320.00 2.900 2,320.00 42 DITCH EXCAVATION M3 250.0000 6,750.00 11.400 2,850.00 11.400 2,850.00 43 MULCH BLEND (EROSION CONTROL) M3 180.0000 12,060.00 0.000 0.00 S) 44 FIBER (EROSION CONTROL) KG 3.0000 8,400.00 0.000 0.00 S) 45 LOG PLACEMENT EA 1,000.0000 2,000.00 0.000 0.00 46 BOULDER PLACEMENT LS 12,000.0000 12,000.00 0.000 0.00 47 COMPOST (EROSION CONTROL) M3 357.0000 4,998.00 0.000 0.00 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 1,200.00 0.000 0.00 S) 49 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 25,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 3 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 11:04 AM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 3,500.00 0.000 0.00 S) 52 COIR MESH M2 32.5000 36,075.00 81.200 2,639.00 81.200 2,639.00 53 EROSION CONTROL (TYPE I) M2 11.0000 16,610.00 0.000 0.00 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 0.000 0.00 S) 57 CLASS 2 AGGREGATE BASE M3 450.0000 12,150.00 5.200 2,340.00 58 ASPHALT CONCRETE (TYPE A) TONN 160.0000 25,600.00 0.000 0.00 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 12,750.00 0.000 0.00 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 0.000 0.00 F) 62 STRUCTURAL CONCRETE, RETAINING WALL M3 2,200.0000 9,680.00 4.400 9,680.00 4.400 9,680.00 F) 63 STRUCTURAL CONCRETE, BARRIER SLAB M3 1,600.0000 107,200.00 0.000 0.00 F) 64 CLASS 4 CONCRETE (BACKFILL) M3 340.0000 17,680.00 52.000 17,680.00 52.000 17,680.00 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 3.500 3.50 3.500 3.50 67 INSTALL PRECAST SAND VAULT EA 33,000.0000 198,000.00 3.500 115,500.00 3.500 115,500.00 68 RETAINING WALL STEM (TYPE 6B) M2 1,500.0000 25,500.00 2.000 3,000.00 2.000 3,000.00 69 ARCHITECTURAL TREATMENT (DRYSTACK) M2 160.0000 9,120.00 5.700 912.00 5.700 912.00 S) 70 BAR REINFORCING STEEL (RETAINING WALL) KG 5.0000 1,005.00 201.000 1,005.00 201.000 1,005.00 SF) 71 BAR REINFORCING STEEL (EPOXY COATED) KG 8.0000 13,648.00 1,450.000 11,600.00 1,450.000 11,600.00 SF) 72 BAR REINFORCING STEEL (EPOXY) KG 5.0000 32,050.00 0.000 0.00 SF)(BARRIER SLAB) 73 300 MM ALTERNATIVE PIPE CULVERT M 800.0000 5,600.00 6.200 4,960.00 6.200 4,960.00 74 450 MM ALTERNATIVE PIPE CULVERT M 350.0000 87,500.00 189.200 66,220.00 189.200 66,220.00 75 300 MM X 450 MM CORRUGATED STEEL PIPE M 400.0000 30,400.00 76.000 30,400.00 76.000 30,400.00 ARCH CULVERT 76 PERMEABLE MATERIAL M3 330.0000 7,920.00 8.540 2,818.20 11.280 3,722.40 PROGRAM CAS145 PAGE 4 DATE 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 11:04 AM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 6.000 4,650.00 78 TAPERED INLET EA 1,300.0000 1,300.00 1.000 1,300.00 1.000 1,300.00 79 FLUME ANCHOR ASSEMBLY EA 500.0000 1,500.00 0.000 0.00 80 300 MM ALTERNATIVE FLARED END SECTION EA 1,000.0000 2,000.00 2.000 2,000.00 2.000 2,000.00 81 450 MM ALTERNATIVE FLARED END SECTION EA 1,200.0000 8,400.00 3.000 3,600.00 3.000 3,600.00 82 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 365.0000 8,760.00 0.000 0.00 83 ROCK SLOPE PROTECTION M3 375.0000 18,750.00 45.500 17,062.50 45.500 17,062.50 (FACING, METHOD B) 84 MINOR CONCRETE (MISCELLANEOUS M3 3,000.0000 72,000.00 0.000 0.00 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 2,323.000 23,230.00 2,323.000 23,230.00 SF) 87 FENCE (SPLIT RAIL) M 60.0000 15,600.00 0.000 0.00 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 3.700 3,700.00 3.700 3,700.00 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 07/25/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 11:04 AM ESTIMATE NO. 02 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 07/20/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 07/25/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 517,568.26 707,547.30 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 0.00 0.00 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 517,568.26 707,547.30 95 MOBILIZATION LS 175,000.0000 175,000.00 0.200 35,000.00 0.950 166,250.00 ORIGINAL CONTRACT AMOUNT 1,927,007.00 TOTAL WORK COMPLETED 552,568.26 873,797.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -136,392.07 -192,286.83 TOTAL 416,176.19 681,510.47 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 10/01/07 42 1 0 0 44% 47% PROGRESS IS SATISFACTORY CROSBY, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/25/07