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 09/23/08 EST. NO.05 TIME 02:33 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 0047 560.08 E.W. @ F.A.(+) 062508 N 0067.0 0048 719.76 072408 N 0068.0 0049 560.08 072808 N 0069.0 0050 719.76 072908 N 0070.0 0051 799.61 073008 N 0071.0 0052 719.76 073108 N 0072.0 0053 679.84 080108 N 0073.0 0054 520.16 080408 N 0074.0 0055 639.91 080508 N 0075.0 0056 599.99 080608 N 0076.0 0057 759.68 080708 N 0077.0 0058 799.61 080808 N 0078.0 0059 590.66 081108 N 0079.0 0060 790.27 081208 N 0080.0 0061 710.42 081308 N 0081.0 0062 790.27 081408 N 0082.0 0063 710.42 081508 N 0083.0 0064 590.66 081808 N 0084.0 0065 870.10 081908 N 0085.0 0066 829.80 082008 N 0086.0 0067 710.03 082108 N 0087.0 0068 670.50 082208 N 0088.0 0069 590.66 082508 N 0089.0 0070 750.34 082608 N 0090.0 0071 686.84 090308 N 0111.0 0072 686.84 090308 N 0129.0 0073 522.90 090408 N 0130.0 0074 563.31 090408 N 0131.0 0075 563.31 090508 N 0132.0 0076 645.46 090808 N 0133.0 0077 645.28 090908 N 0134.0 0078 727.25 091008 N 0135.0 009 0001 3,300.00 E.W. @ F.A.(+) 072108 N 136 0 25,023.56 TOTAL THIS ESTIMATE 28,855.30 TOTAL PREVIOUS ESTIMATE 53,878.86 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 09/23/08 EST. NO.05 TIME 02:33 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 RETURN SWPPP DEDUCT 96,579.36 04 RETURN SWPPP DEDUCT 96,579.36 04 CPM RETENTION -116,929.21 05 -116,929.21 -116,929.21 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -10,000.00 03 PER LTR DATED 8/08 -10,000.00 04 0.00 -20,000.00 TOTAL DEDUCTIONS -116,929.21 -136,929.21 PROGRAM CAS145 PAGE 1 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:33 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/23/08 LOCATION RERUN 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 21.000 40,950.00 98.000 191,100.00 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 0.227 44,265.00 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 0.227 28,375.00 08 TEMPORARY FIBER ROLL M 4.6500 40,548.00 19.000 88.35 414.000 1,925.10 09 TEMPORARY SILT FENCE M 3.0000 26,160.00 277.000 831.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,100.0000 13,200.00 1.000 1,100.00 3.000 3,300.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 7,200.00 0.000 0.00 12 TEMPORARY COVER M2 2.5000 6,750.00 136.000 340.00 1,912.000 4,780.00 13 TEMPORARY DRAINAGE INLET PROTECTION EA 103.0000 23,690.00 2.000 206.00 22.000 2,266.00 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 0.070 16,800.00 0.297 71,280.00 16 TEMPORARY CREEK DIVERSION SYSTEM LS 110,000.0000 110,000.00 0.327 35,970.00 17 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.030 120.00 0.310 1,240.00 S) 18 TRAFFIC CONTROL SYSTEM LS 405,000.0000 405,000.00 0.070 28,350.00 0.297 120,285.00 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 5,250.00 375.000 1,312.50 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 5.000 225.00 S) PROGRAM CAS145 PAGE 2 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:33 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.070 3,500.00 0.297 14,850.00 S) 24 TEMPORARY RAILING (TYPE K) M 132.0000 72,600.00 147.000 19,404.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 185.0000 2,035.00 1.000 185.00 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 9,180.00 368.000 2,208.00 S) 31 REMOVE PAINTED PAVEMENT MARKING M2 12.0000 1,080.00 2.000 24.00 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 10.000 7,500.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:33 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.350 52,500.00 51 ROADWAY EXCAVATION M3 210.0000 1,295,700.00 500.000 105,000.00 1,411.500 296,415.00 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 303,800.00 152.000 37,240.00 696.000 170,520.00 F) 55 STRUCTURE BACKFILL (RETAINING WALL) M3 165.0000 130,845.00 54.000 8,910.00 54.000 8,910.00 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 586,500.00 200.000 19,550.00 809.000 79,079.75 72 REPLACE ASPHALT CONCRETE SURFACING M3 367.0000 179,830.00 116.380 42,711.46 73 ASPHALT CONCRETE TONN 112.5000 3,183,750.00 106.400 11,970.00 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 95.0000 5,225.00 0.000 0.00 AREA) 75 STRUCTURAL CONCRETE, RETAINING WALL M3 975.0000 396,825.00 138.000 134,550.00 168.000 163,800.00 F) 76 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 385,500.00 4.130 6,195.00 41.700 62,550.00 F) PROGRAM CAS145 PAGE 4 DATE 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:33 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 29,400.00 129.000 7,740.00 129.000 7,740.00 80 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 88,575.20 8,596.000 34,384.00 10,651.000 42,604.00 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 2.000 1,080.00 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 13.560 6,780.00 109.460 54,730.00 POLYETHYLENE PIPE (TYPE S) 89 600 MM CORRUGATED HIGH DENSITY M 515.0000 82,400.00 7.500 3,862.50 84.700 43,620.50 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 1.300 754.00 1.700 986.00 (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 10.550 3,850.75 18.240 6,657.60 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 4.000 7,120.00 4.000 7,120.00 (2.77 MM THICK) 98 450 MM STEEL FLARED END SECTION EA 450.0000 11,700.00 6.000 2,700.00 99 600 MM STEEL FLARED END SECTION EA 650.0000 5,850.00 1.000 650.00 6.000 3,900.00 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:33 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.200 1,092.00 119.060 30,955.60 (FACING, METHOD B) 05 ROCK SLOPE PROTECTION FABRIC M2 10.0000 17,400.00 44.500 445.00 487.360 4,873.60 06 MINOR CONCRETE (CURB) M3 415.0000 377,650.00 182.500 75,737.50 07 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 104,000.00 0.510 331.50 0.510 331.50 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 -487.000 -2,191.50 3,513.000 15,808.50 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:33 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ 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 09/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 02:33 PM ESTIMATE NO. 05 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 09/19/08 R.E. NAME: CROSBY, TIM DATE OF THIS ESTIMATE 09/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 467,717.60 1,815,102.11 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 25,023.56 53,878.86 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 492,741.16 1,868,980.97 42 MOBILIZATION LS 612,500.3000 612,500.30 0.750 459,375.23 ORIGINAL CONTRACT AMOUNT 12,837,505.00 TOTAL WORK COMPLETED 492,741.16 2,328,356.20 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -116,929.21 -136,929.21 TOTAL 375,811.95 2,191,426.99 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 02/06/08 460 05/22/08 05/01/08 07/19/09 97 2 0 0 17% 32% PROGRESS IS SATISFACTORY CROSBY, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/08