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 11/20/07 EST. NO.06 TIME 01:51 PM 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 --------------------------------------------------------------------------- 001 0006 663.86 E.W. @ F.A.(+) 062007 N 7 0 0012 381.58 070107 N 13 0 0013 550.61 070207 N 14 0 0014 584.42 070507 N 15 0 0015 333.89 070807 N 16 0 0016 550.61 070907 N 17 0 0017 516.80 071007 N 18 0 0018 550.61 071107 N 19 0 0021 592.62 071707 N 22 0 0022 623.25 071807 N 23 0 0023 470.12 071907 N 24 0 0024 439.49 072007 N 25 0 0025 623.25 072307 N 26 0 0027 563.40 072907 N 28 0 0028 550.61 073007 N 29 0 0029 550.61 080107 N 30 0 0030 516.80 080207 N 31 0 0031 550.61 080307 N 32 0 0032 563.40 080507 N 33 0 0033 550.61 080607 N 34 0 0034 482.99 080707 N 35 0 0035 550.61 080807 N 36 0 0036 550.61 080907 N 37 0 0037 563.40 081207 N 38 0 0038 550.61 081307 N 39 0 0039 550.61 081407 N 40 0 0040 250.41 081507 N 41 0 0041 550.61 081607 N 42 0 0042 357.73 081907 N 43 0 0043 550.61 082007 N 44 0 0044 550.61 082107 N 45 0 0045 550.61 082207 N 46 0 0046 550.61 082307 N 47 0 0047 439.49 082707 N 48 0 0048 563.40 090907 N 49 0 0049 550.61 091007 N 50 0 0051 618.23 091107 N 51 0 0052 584.42 091207 N 52 0 0053 584.42 091307 N 53 0 0054 529.60 091607 N 54 0 0055 618.23 091707 N 55 0 0056 618.23 091807 N 56 0 0057 618.23 091907 N 57 0 0058 618.23 092007 N 58 0 0059 461.98 092307 N 59 0 0060 550.61 092407 N 60 0 0061 652.04 092607 N 61 0 0062 561.99 092707 N 62 0 003 0006 259.01 E.W. @ F.A.(+) 062507 N 073640 0007 129.50 062607 N 073650 0008 64.76 062707 N 073660 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 11/20/07 EST. NO.06 TIME 01:51 PM 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 --------------------------------------------------------------------------- 0009 64.76 062807 N 073670 0010 64.76 070207 N 073690 0011 129.50 070507 N 073700 0012 398.11 070607 N 073720 0013 129.50 070807 N 073730 0014 129.50 070907 N 073740 0015 129.50 071007 N 073750 0016 68.07 070107 N 7107 0 0017 88.70 071107 N 711070 0020 1,070.49 073107 N 073107 008 0001 775.42 E.W. @ F.A.(+) 081407 N 073810 0002 1,318.46 081507 N 073820 0003 852.71 082307 N 073840 009 0001 667.00 E.W. @ F.A.(+) 091407 N 0001 0 0002 1,486.72 092107 N 0002 0 33,733.35 TOTAL THIS ESTIMATE 23,867.18 TOTAL PREVIOUS ESTIMATE 57,600.53 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 11/20/07 EST. NO.06 TIME 01:51 PM 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 MISSING CEM 4401 -10,000.00 05 0.00 -11,912.50 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/07 -7,000.00 02 PER LTR DATED 9/07 -5,000.00 04 PAYROLL REVIEW -7,000.00 05 REC'D 07/07 PAYROLL 7,000.00 05 0.00 -12,000.00 OVERBID ITEMS OVERBID ITEM NO. 032 -8,400.00 01 OVERBID ITEM NO. 032 8,400.00 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 -23,912.50 PROGRAM CAS145 PAGE 1 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 01:51 PM ESTIMATE NO. 06 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 10/18/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 11/20/07 LOCATION PROGRESS ESTIMATE AFTER ACCEPTANCE 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 1.000 1,000.00 03 PREPARE STORM WATER POLLUTION LS 2,200.0000 2,200.00 0.100 220.00 1.000 2,200.00 PREVENTION PLAN 04 TEMPORARY FIBER ROLL M 30.0000 9,900.00 417.300 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 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 2,160.00 703.000 5,624.00 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 1.000 25,000.00 12 TEMPORARY CONCRETE WASHOUT (PORTABLE) EA 7,000.0000 7,000.00 1.000 7,000.00 13 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 1.000 5,000.00 S) 14 TRAFFIC CONTROL SYSTEM LS 218,944.8000 218,944.80 1.000 218,944.80 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 6.000 600.00 S) 18 PORTABLE CHANGEABLE MESSAGE SIGN LS 17,000.0000 17,000.00 1.000 17,000.00 S) 19 TEMPORARY RAILING (TYPE K) M 135.0000 24,300.00 183.000 24,705.00 S) 20 TEMPORARY CRASH CUSHION MODULE EA 300.0000 16,500.00 55.000 16,500.00 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 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 01:51 PM ESTIMATE NO. 06 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 10/18/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 3,380.00 163.000 4,238.00 28 REMOVE SANDTRAP EA 2,500.0000 15,000.00 6.000 15,000.00 29 REMOVE DOWNDRAIN M 225.0000 2,700.00 17.000 3,825.00 30 ADJUST INLET EA 4,000.0000 4,000.00 1.000 4,000.00 31 MODIFY PIPE INLET EA 2,600.0000 13,000.00 5.000 13,000.00 32 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 0.400 8,000.00 1.000 20,000.00 33 ROADWAY EXCAVATION M3 400.0000 11,200.00 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 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 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 24.000 72.00 1,126.300 3,378.90 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 1.000 12,000.00 47 COMPOST (EROSION CONTROL) M3 357.0000 4,998.00 0.400 142.80 1.400 499.80 S) 48 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 300.0000 1,200.00 4.000 1,200.00 S) 49 PURE LIVE SEED (EROSION CONTROL) KG 125.0000 25,000.00 3.300 412.50 58.730 7,341.25 S) PROGRAM CAS145 PAGE 3 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 01:51 PM ESTIMATE NO. 06 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 10/18/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.000 144.00 1,660.360 6,641.44 S) 51 STABILIZING EMULSION (EROSION CONTROL) KG 5.0000 3,500.00 12.000 60.00 232.460 1,162.30 S) 52 COIR MESH M2 32.5000 36,075.00 630.000 20,475.00 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 1.000 23,000.00 S) 57 CLASS 2 AGGREGATE BASE M3 450.0000 12,150.00 30.550 13,747.50 58 ASPHALT CONCRETE (TYPE A) TONN 160.0000 25,600.00 155.250 24,840.00 59 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 75.0000 12,750.00 203.150 15,236.25 AREA) 60 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 175.0000 2,975.00 23.000 4,025.00 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 64.200 21,828.00 65 MINOR CONCRETE (MINOR STRUCTURE) M3 4,500.0000 18,000.00 4.000 18,000.00 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 57.000 9,120.00 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 87,500.00 250.000 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 22.720 7,497.60 PROGRAM CAS145 PAGE 4 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 01:51 PM ESTIMATE NO. 06 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 10/18/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ 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 21.400 7,811.00 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 2.200 6,600.00 23.200 69,600.00 CONSTRUCTION) 85 MISCELLANEOUS IRON AND STEEL KG 6.5000 4,212.00 648.000 4,212.00 F) 86 MISCELLANEOUS METAL (BRIDGE) KG 10.0000 46,460.00 4,646.000 46,460.00 SF) 87 FENCE (SPLIT RAIL) M 60.0000 15,600.00 237.000 14,220.00 S) 88 TRANSITION RAILING (TYPE WB) EA 3,750.0000 3,750.00 1.000 3,750.00 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 1.000 3,200.00 S) 91 CALIFORNIA ST-10 BRIDGE RAIL M 1,000.0000 37,000.00 37.000 37,000.00 F) 92 THERMOPLASTIC TRAFFIC STRIPE M 8.3000 6,391.00 518.000 4,299.40 S) (SPRAYABLE) 93 PAINT TRAFFIC STRIPE (1-COAT) M 6.5000 6,890.00 1,257.000 8,170.50 S) 94 PAINT PAVEMENT MARKING M2 140.0000 546.00 7.800 1,092.00 S) PROGRAM CAS145 PAGE 5 DATE 11/20/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-290904 TIME 01:51 PM ESTIMATE NO. 06 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 10/18/07 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 11/20/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 15,651.30 1,685,467.14 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 33,733.35 57,600.53 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 49,384.65 1,743,067.67 95 MOBILIZATION LS 175,000.0000 175,000.00 1.000 175,000.00 ORIGINAL CONTRACT AMOUNT 1,927,007.00 TOTAL WORK COMPLETED 49,384.65 1,918,067.67 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -23,912.50 TOTAL 49,384.65 1,894,155.17 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 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 05/04/07 90 06/06/07 05/21/07 10/18/07 99 5 11 0 100% 100% CROSBY, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/20/07