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 07/22/08 EST. NO.03 TIME 02:16 PM R.E. NAME: CROSBY, TIM 03-2A9214 --------------------------------------------------------------------------- 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 0001 647.96 E.W. @ F.A.(+) 060208 N 0003.0 0002 647.96 060308 N 0004.0 0003 686.04 060408 N 0005.0 0004 457.50 060508 N 0008.0 0005 686.04 060908 N 0011.0 0006 533.69 061008 N 0013.0 0007 686.04 061108 N 0014.0 0008 457.50 052108 N 0016.0 0009 558.91 052908 N 0017.0 0010 495.59 053008 N 0018.0 0011 609.87 060208 N 0019.0 0012 609.87 060308 N 0020.0 0013 686.04 060408 N 0022.0 0014 571.78 060508 N 0024.0 0015 457.50 060608 N 0025.0 0016 571.78 060908 N 0026.0 0017 457.50 061008 N 0027.0 0018 571.78 061108 N 0028.0 0019 762.23 061208 N 0029.0 0020 457.50 061608 N 0030.0 0021 762.23 061708 N 0032.0 0022 724.14 061808 N 0033.0 0023 624.66 061208 N 0034.0 0024 724.14 061908 N 0035.0 0025 495.59 062008 N 0036.0 0026 495.59 062308 N 0037.0 0027 762.23 062408 N 0038.0 0028 724.14 062508 N 0039.0 0029 717.10 062608 N 0040.0 0030 597.81 062708 N 0041.0 0031 518.29 063008 N 0042.0 0032 876.14 070108 N 0043.0 0033 806.82 070208 N 0044.0 0034 478.53 070708 N 0045.0 0035 478.53 070808 N 0046.0 0036 677.34 070908 N 0047.0 22,076.36 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 22,076.36 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 07/22/08 EST. NO.03 TIME 02:16 PM R.E. NAME: CROSBY, TIM 03-2A9214 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM DEDUCTION -7,247.50 01 RETURN CPM DEDUCT 7,247.50 02 CPM SCHEDULE -96,579.36 03 SWPPP DEFICIENCY -96,579.36 03 -193,158.72 -193,158.72 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -10,000.00 03 -10,000.00 -10,000.00 TOTAL DEDUCTIONS -203,158.72 -203,158.72 PROGRAM CAS145 PAGE 1 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 12/11/07 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: CROSBY, TIM DATE OF THIS ESTIMATE 07/22/08 LOCATION PROGRESS ESTIMATE 03-PLA-89-T8.6/13.7 ----------------- MARTIN BROTHERS CONSTRUCTION IN PLACER COUNTY NEAR TAHOE CITY 20 LIGHT SKY COURT FROM ROUTE 89/28 JUNCTION TO SQUAW SACRAMENTO CA 95828 VALLEY ROAD FED. AID NO. ACST-P089(90)E ,P-P089(90)E ASPHALT CONCRETE SURFACING ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 12,500.0000 12,500.00 0.000 0.00 02 TIME-RELATED OVERHEAD WDAY 1,950.0000 585,000.00 18.000 35,100.00 54.000 105,300.00 03 TEMPORARY FENCE (TYPE ESA) M 10.2500 9,020.00 102.000 1,045.50 04 PROTECTION OF MIGRATORY BIRDS LS 75,000.0000 75,000.00 0.350 26,250.00 05 CONSTRUCTION SITE MANAGEMENT LS 195,000.0000 195,000.00 0.030 5,850.00 0.150 29,250.00 06 PREPARE STORM WATER POLLUTION LS 3,250.0000 3,250.00 1.000 3,250.00 PREVENTION PLAN 07 DEWATERING (WATER POLLUTION CONTROL) LS 125,000.0000 125,000.00 0.030 3,750.00 0.150 18,750.00 08 TEMPORARY FIBER ROLL M 4.6500 40,548.00 83.000 385.95 306.000 1,422.90 09 TEMPORARY SILT FENCE M 3.0000 26,160.00 268.000 804.00 268.000 804.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,100.0000 13,200.00 1.000 1,100.00 1.000 1,100.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 7,200.00 0.000 0.00 12 TEMPORARY COVER M2 2.5000 6,750.00 743.000 1,857.50 743.000 1,857.50 13 TEMPORARY DRAINAGE INLET PROTECTION EA 103.0000 23,690.00 6.000 618.00 18.000 1,854.00 14 TEMPORARY HYDRAULIC MULCH M2 0.9900 8,910.00 0.000 0.00 (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 240,000.0000 240,000.00 0.150 36,000.00 0.150 36,000.00 16 TEMPORARY CREEK DIVERSION SYSTEM LS 110,000.0000 110,000.00 0.250 27,500.00 0.250 27,500.00 17 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.050 200.00 0.250 1,000.00 S) 18 TRAFFIC CONTROL SYSTEM LS 405,000.0000 405,000.00 0.030 12,150.00 0.150 60,750.00 S) 19 TEMPORARY PAVEMENT MARKING M2 5.0000 900.00 0.000 0.00 S) (PAINT-2 COAT) 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 5,250.00 0.000 0.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT-2 COAT) M 0.8000 56,560.00 0.000 0.00 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 855.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 12/11/07 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: CROSBY, TIM DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN LS 50,000.0000 50,000.00 0.030 1,500.00 0.150 7,500.00 S) 24 TEMPORARY RAILING (TYPE K) M 132.0000 72,600.00 0.000 0.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 185.0000 2,035.00 0.000 0.00 S) 26 ABANDON CULVERT EA 1,500.0000 9,000.00 3.000 4,500.00 27 REMOVE METAL BEAM GUARD RAILING M 22.0000 26,620.00 0.000 0.00 28 REMOVE FLARED END SECTION EA 350.0000 700.00 2.000 700.00 29 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 106,200.00 0.000 0.00 S) (TEMPORARY) 30 REMOVE PAINTED TRAFFIC STRIPE M 6.0000 9,180.00 0.000 0.00 S) 31 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 1,080.00 0.000 0.00 S) (TEMPORARY) 32 REMOVE ROADSIDE SIGN EA 100.0000 7,500.00 0.000 0.00 33 REMOVE ROADSIDE SIGN PANEL EA 150.0000 150.00 0.000 0.00 34 REMOVE ASPHALT CONCRETE DIKE M 15.0000 3,900.00 0.000 0.00 35 REMOVE OVERSIDE DRAIN EA 1,200.0000 1,200.00 0.000 0.00 36 REMOVE CULVERT M 160.0000 35,200.00 103.000 16,480.00 37 REMOVE INLET EA 750.0000 17,250.00 6.000 4,500.00 38 REMOVE HEADWALL EA 1,500.0000 12,000.00 1.000 1,500.00 39 REMOVE DOWNDRAIN EA 1,250.0000 6,250.00 0.000 0.00 40 REMOVE CONCRETE PAVEMENT M2 45.0000 3,600.00 0.000 0.00 41 REMOVE ASPHALT CONCRETE SURFACING M2 45.0000 2,700.00 0.000 0.00 42 REMOVE BASE AND SURFACING M3 125.0000 13,750.00 0.000 0.00 43 RESET ROADSIDE SIGN EA 350.0000 700.00 0.000 0.00 S) 44 ADJUST INLET EA 750.0000 16,500.00 0.000 0.00 45 ADJUST SLOTTED CORRUGATED STEEL PIPE M 290.0000 124,700.00 0.000 0.00 BEARING BAR TO GRADE 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.3000 45,318.00 0.000 0.00 S) 47 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 1,900.00 0.000 0.00 48 REMOVE CONCRETE SIDEWALK M2 9.0000 1,980.00 0.000 0.00 49 CAP INLET EA 750.0000 2,250.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 12/11/07 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: CROSBY, TIM DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 0.020 3,000.00 0.050 7,500.00 51 ROADWAY EXCAVATION M3 210.0000 1,295,700.00 396.500 83,265.00 411.500 86,415.00 52 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 53 STRUCTURE EXCAVATION (TYPE DC) M3 700.0000 11,270.00 0.000 0.00 F) 54 STRUCTURE EXCAVATION (RETAINING WALL) M3 245.0000 303,800.00 0.000 0.00 F) 55 STRUCTURE BACKFILL (RETAINING WALL) M3 165.0000 130,845.00 0.000 0.00 F) 56 PERVIOUS BACKFILL MATERIAL (RETAINING M3 750.0000 22,500.00 0.000 0.00 F) WALL) 57 DITCH EXCAVATION M3 250.0000 40,000.00 75.000 18,750.00 58 EROSION CONTROL (TYPE D) M2 7.8000 140,400.00 0.000 0.00 S) 59 FIBER ROLLS M 7.8000 3,198.00 0.000 0.00 S) 60 EROSION CONTROL (SOD STRIP) M2 160.0000 9,600.00 0.000 0.00 S) 61 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 950.0000 8,550.00 0.000 0.00 S) 62 COIR MESH M2 4.5000 5,490.00 0.000 0.00 S) 63 EROSION CONTROL (TYPE I) M2 20.0000 82,400.00 0.000 0.00 S) 64 ROCK COLORATION LS 45,000.0000 45,000.00 0.000 0.00 S) 65 CONCRETE COLORATION LS 60,000.0000 60,000.00 0.000 0.00 S) 66 PLANT ESTABLISHMENT WORK LS 45,000.0000 45,000.00 0.000 0.00 S) 67 CAMCOUPLER ASSEMBLY EA 2,500.0000 7,500.00 0.000 0.00 S) 68 25 MM PLASTIC PIPE (PR 200) M 45.0000 4,590.00 0.000 0.00 SF)(SUPPLY LINE) 69 32 MM PLASTIC PIPE (PR 200) M 55.0000 1,485.00 0.000 0.00 SF)(SUPPLY LINE) 70 SPRINKLER (TYPE A-5) EA 110.0000 1,980.00 0.000 0.00 S) 71 CLASS 2 AGGREGATE BASE M3 97.7500 586,500.00 609.000 59,529.75 609.000 59,529.75 72 REPLACE ASPHALT CONCRETE SURFACING M3 367.0000 179,830.00 116.380 42,711.46 116.380 42,711.46 73 ASPHALT CONCRETE TONN 112.5000 3,183,750.00 11.000 1,237.50 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 95.0000 5,225.00 0.000 0.00 AREA) 75 STRUCTURAL CONCRETE, RETAINING WALL M3 975.0000 396,825.00 0.000 0.00 F) 76 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 385,500.00 11.830 17,745.00 28.660 42,990.00 F) PROGRAM CAS145 PAGE 4 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 12/11/07 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: CROSBY, TIM DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MINOR CONCRETE (BACKFILL) M3 650.0000 13,000.00 0.000 0.00 78 ANTI-GRAFFITI COATING M2 20.0000 9,800.00 0.000 0.00 79 ARCHITECTURAL TEXTURE (RUBBLE MASONRY) M2 60.0000 29,400.00 0.000 0.00 80 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 88,575.20 0.000 0.00 SF) 81 ROADSIDE SIGN - ONE POST EA 310.0000 20,460.00 0.000 0.00 82 ROADSIDE SIGN - TWO POST EA 650.0000 4,550.00 0.000 0.00 83 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 110.0000 110.00 0.000 0.00 METHOD) 84 PREPARE AND PAINT CONCRETE M2 40.0000 19,600.00 0.000 0.00 S) 85 200 MM PLASTIC PIPE (SCHEDULE 40) M 540.0000 27,540.00 0.000 0.00 86 300 MM PLASTIC PIPE (SCHEDULE 40) M 745.0000 3,725.00 0.000 0.00 87 300 MM CORRUGATED HIGH DENSITY M 490.0000 18,130.00 0.000 0.00 POLYETHYLENE PIPE (TYPE S) 88 450 MM CORRUGATED HIGH DENSITY M 500.0000 355,000.00 19.900 9,950.00 93.600 46,800.00 POLYETHYLENE PIPE (TYPE S) 89 600 MM CORRUGATED HIGH DENSITY M 515.0000 82,400.00 7.000 3,605.00 77.200 39,758.00 POLYETHYLENE PIPE (TYPE S) 90 750 MM CORRUGATED HIGH DENSITY M 650.0000 37,700.00 0.000 0.00 POLYETHYLENE PIPE (TYPE S) 91 300 MM CORRUGATED STEEL PIPE M 440.0000 1,320.00 0.000 0.00 (2.01 MM THICK) 92 450 MM CORRUGATED STEEL PIPE M 580.0000 4,640.00 0.400 232.00 0.400 232.00 (2.01 MM THICK) 93 600 MM CORRUGATED STEEL PIPE M 672.0000 8,064.00 0.000 0.00 (2.01 MM THICK) 94 450 MM SLOTTED CORRUGATED STEEL PIPE M 480.0000 105,600.00 0.000 0.00 (2.01 MM THICK) 95 PERMEABLE MATERIAL M3 365.0000 24,820.00 4.420 1,613.30 5.670 2,069.55 96 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 840.0000 11,760.00 0.000 0.00 (2.77 MM THICK) 97 900 MM CORRUGATED STEEL PIPE INLET M 1,780.0000 44,500.00 0.000 0.00 (2.77 MM THICK) 98 450 MM STEEL FLARED END SECTION EA 450.0000 11,700.00 3.000 1,350.00 6.000 2,700.00 99 600 MM STEEL FLARED END SECTION EA 650.0000 5,850.00 1.000 650.00 5.000 3,250.00 00 750 MM STEEL FLARED END SECTION EA 750.0000 3,000.00 0.000 0.00 01 200 MM GATE VALVE EA 6,500.0000 6,500.00 0.000 0.00 02 1200 MM PRECAST CONCRETE PIPE MANHOLE EA 12,500.0000 25,000.00 0.000 0.00 03 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 250.0000 10,750.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 12/11/07 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: CROSBY, TIM DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ROCK SLOPE PROTECTION M3 260.0000 78,000.00 60.660 15,771.60 114.860 29,863.60 (FACING, METHOD B) 05 ROCK SLOPE PROTECTION FABRIC M2 10.0000 17,400.00 207.890 2,078.90 403.590 4,035.90 06 MINOR CONCRETE (CURB) M3 415.0000 377,650.00 0.000 0.00 07 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 104,000.00 0.000 0.00 CONSTRUCTION) 08 MINOR CONCRETE (CURB AND GUTTER) M3 430.0000 94,600.00 0.000 0.00 09 MINOR CONCRETE (DRIVEWAY) M3 117.0000 1,170.00 0.000 0.00 10 MINOR CONCRETE (GUTTER) M 122.0000 37,820.00 0.000 0.00 11 MINOR CONCRETE (SIDEWALK) M3 108.0000 3,240.00 0.000 0.00 12 MISCELLANEOUS IRON AND STEEL KG 4.5000 92,155.50 4,000.000 18,000.00 4,000.000 18,000.00 SF) 13 CONCRETE BARRIER DELINEATOR (400 MM) EA 25.0000 375.00 0.000 0.00 14 DELINEATOR (CLASS 2) EA 40.0000 8,200.00 0.000 0.00 15 MARKER (CULVERT) EA 50.0000 7,000.00 0.000 0.00 16 HIGHWAY POST MARKER EA 56.0000 560.00 0.000 0.00 17 OBJECT MARKER (TYPE L-1) EA 56.0000 952.00 0.000 0.00 18 METAL BEAM GUARD RAILING M 100.0000 84,000.00 0.000 0.00 S) (2.1 M WOOD POST) 19 CABLE RAILING M 150.0000 31,500.00 0.000 0.00 S) 20 TRANSITION RAILING (TYPE WB) EA 7,250.0000 87,000.00 0.000 0.00 S) 21 END CAP (TYPE A) EA 100.0000 800.00 0.000 0.00 S) 22 END CAP (TYPE TA) EA 125.0000 750.00 0.000 0.00 S) 23 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 2,400.00 0.000 0.00 S) 24 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 9,000.00 0.000 0.00 S) 25 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,850.0000 28,500.00 0.000 0.00 S) 26 CRASH CUSHION (ADIEM) EA 17,500.0000 17,500.00 0.000 0.00 S) 27 CONCRETE BARRIER (TYPE 60) M 425.0000 19,550.00 0.000 0.00 28 CONCRETE BARRIER (TYPE 60 MOD) M 700.0000 56,700.00 0.000 0.00 29 CONCRETE BARRIER (TYPE 60D) M 382.5000 87,975.00 0.000 0.00 30 THERMOPLASTIC PAVEMENT MARKING M2 180.0000 3,780.00 0.000 0.00 S) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 12/11/07 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: CROSBY, TIM DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 200 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 9,360.00 0.000 0.00 S) (RECESSED) 32 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 1,200.00 0.000 0.00 S) (RECESSED) (BROKEN 5.18 M - 2.14 M) 33 100 MM THERMOPLASTIC TRAFFIC STRIPE M 12.0000 181,200.00 0.000 0.00 S) (RECESSED) 34 100 MM THERMOPLASTIC TRAFFIC STRIPE M 8.0000 22,800.00 0.000 0.00 S) (RECESSED, BROKEN 10.98 M - 3.66 M) 35 100 MM TWO-COMPONENT PAINT M 6.0000 97,200.00 0.000 0.00 S) TRAFFIC STRIPE 36 TWO-COMPONENT PAINT PAVEMENT MARKING M2 180.0000 13,140.00 0.000 0.00 S) 37 MODIFY ROADSIDE WEATHER INFORMATION LS 19,500.0000 19,500.00 0.000 0.00 S) SYSTEM (RWIS) 38 MODIFY TRAFFIC MONITORING STATION LS 3,000.0000 3,000.00 0.000 0.00 S) (COUNT) 39 MODIFY SIGNAL LS 11,000.0000 11,000.00 0.000 0.00 S) 40 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 41 EROSION CONTROL (BLANKET) M2 1.3500 1,539.00 0.000 0.00 S) PROGRAM CAS145 PAGE 7 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:16 PM ESTIMATE NO. 03 BID OPENING 12/11/07 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: CROSBY, TIM DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 386,317.46 761,156.66 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 22,076.36 22,076.36 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 408,393.82 783,233.02 42 MOBILIZATION LS 612,500.3000 612,500.30 0.500 306,250.15 0.500 306,250.15 ORIGINAL CONTRACT AMOUNT 12,837,505.00 TOTAL WORK COMPLETED 714,643.97 1,089,483.17 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -203,158.72 -203,158.72 TOTAL 511,485.25 886,324.45 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 02/06/08 460 05/22/08 05/01/08 07/15/09 54 1 0 0 8% 18% PROGRESS IS SATISFACTORY CROSBY, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/08