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 06/15/10 EST. NO.19 TIME 10:28 AM R.E. NAME: ISKIN, ROY 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 --------------------------------------------------------------------------- 004 0011 600.00 E.W. @ F.A.(+) 101509 N 635 0 0012 662.50 101509 N 636 0 0013 600.00 101509 N 639 0 039 0002 1,265.00 E.W. @ U.P (+) 051010 N 2 0 043 0003 -504.00 A.C. @ U.P.(-) 061110 N 610 0 047 0008 250.24 E.W. @ F.A.(+) 120209 N 0634.0 0009 750.00 102809 N 637 0 0010 250.00 102709 N 638 0 048 0008 462.00 E.W. @ L.S.(+) 061110 N 610 0 0009 279.00 061110 N 610.10 055 0001 4,000.28 E.W. @ F.A.(+) 100709 N 0615.0 058 0002 722.05 E.W. @ F.A.(+) 100809 N 0608.0 059 0001 6,685.81 A.C. @ L.S.(+) 101409 N 1 0 060 0001 1,726.15 E.W. @ L.S.(+) 040710 N 1 0 17,749.03 TOTAL THIS ESTIMATE 885,787.47 TOTAL PREVIOUS ESTIMATE 903,536.50 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 06/15/10 EST. NO.19 TIME 10:28 AM R.E. NAME: ISKIN, ROY 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 RETURN CPM RETENTION 116,929.21 06 RESTAINING CHARGES -2,940.03 12 RESTAKING CHARGES -2,250.00 15 RESTAKING CHARGES -2,130.00 17 0.00 -7,320.03 LABOR COMPLIANCE VIOLATION PER LTR DATED 7/08 -10,000.00 03 PER LTR DATED 8/08 -10,000.00 04 PER LTR DATED 11/08 -9,000.00 07 RETURN 7/08 DEDUCT 10,000.00 07 RETURN 8/08 DEDUCT 10,000.00 07 PER LTR DATED 12/08 -5,000.00 08 PER LTR DATED 2/09 -2,000.00 09 RTN 02/09 DEDUCT 2,000.00 10 RTN 11/08 DEDUCT 9,000.00 10 RTN 12/08 DEDUCT 5,000.00 10 PER LTR DATED 4/09 -3,000.00 11 PER LTR DATED 7/09 -7,000.00 14 PER LTR DATED 8/09 -10,000.00 15 PER LTR DATED 9/09 -10,000.00 16 RETURN 4/09 DEDUCT 3,000.00 16 PER LTR DATED 10/09 -4,000.00 17 RETURN 7/09 DEDUCT 7,000.00 18 RETURN 8/09 DEDUCT 10,000.00 18 PER LTR DATED 5/10 -10,000.00 19 RETURN 09/09 DEDUCT 10,000.00 19 RETURN 10/09 DEDUCT 4,000.00 19 4,000.00 -10,000.00 TOTAL DEDUCTIONS 4,000.00 -17,320.03 PROGRAM CAS145 PAGE 1 DATE 06/15/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 10:28 AM ESTIMATE NO. 19 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 06/18/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 06/15/10 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 0.760 9,500.00 02 TIME-RELATED OVERHEAD WDAY 1,950.0000 585,000.00 21.000 40,950.00 243.000 473,850.00 03 TEMPORARY FENCE (TYPE ESA) M 10.2500 9,020.00 260.000 2,665.00 770.000 7,892.50 04 PROTECTION OF MIGRATORY BIRDS LS 75,000.0000 75,000.00 0.085 6,375.00 0.863 64,725.00 05 CONSTRUCTION SITE MANAGEMENT LS 195,000.0000 195,000.00 0.070 13,650.00 0.810 157,950.00 06 PREPARE STORM WATER POLLUTION LS 3,250.0000 3,250.00 0.030 97.50 0.822 2,671.50 PREVENTION PLAN 07 DEWATERING (WATER POLLUTION CONTROL) LS 125,000.0000 125,000.00 0.070 8,750.00 0.810 101,250.00 08 TEMPORARY FIBER ROLL M 4.6500 40,548.00 115.000 534.75 1,820.420 8,464.95 09 TEMPORARY SILT FENCE M 3.0000 26,160.00 90.300 270.90 515.300 1,545.90 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,100.0000 13,200.00 1.000 1,100.00 8.000 8,800.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,200.0000 7,200.00 1.000 1,200.00 12 TEMPORARY COVER M2 2.5000 6,750.00 210.420 526.05 3,829.870 9,574.68 13 TEMPORARY DRAINAGE INLET PROTECTION EA 103.0000 23,690.00 2.000 206.00 82.000 8,446.00 14 TEMPORARY HYDRAULIC MULCH M2 0.9900 8,910.00 7,522.000 7,446.78 (POLYMER STABILIZED FIBER MATRIX) 15 STREET SWEEPING LS 240,000.0000 240,000.00 0.070 16,800.00 0.810 194,400.00 16 TEMPORARY CREEK DIVERSION SYSTEM LS 110,000.0000 110,000.00 1.000 110,000.00 17 CONSTRUCTION AREA SIGNS LS 4,000.0000 4,000.00 0.020 80.00 0.822 3,288.00 S) 18 TRAFFIC CONTROL SYSTEM LS 405,000.0000 405,000.00 0.070 28,350.00 0.810 328,050.00 S) 19 TEMPORARY PAVEMENT MARKING M2 5.0000 900.00 61.430 307.15 S) (PAINT-2 COAT) 20 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.5000 5,250.00 580.000 2,030.00 S) 21 TEMPORARY TRAFFIC STRIPE (PAINT-2 COAT) M 0.8000 56,560.00 22,721.470 18,177.18 S) 22 CHANNELIZER (SURFACE MOUNTED) EA 45.0000 855.00 19.000 855.00 S) PROGRAM CAS145 PAGE 2 DATE 06/15/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 10:28 AM ESTIMATE NO. 19 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 06/18/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 06/15/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.810 40,500.00 S) 24 TEMPORARY RAILING (TYPE K) M 132.0000 72,600.00 538.750 71,115.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 185.0000 2,035.00 11.000 2,035.00 S) 26 ABANDON CULVERT EA 1,500.0000 9,000.00 7.000 10,500.00 27 REMOVE METAL BEAM GUARD RAILING M 22.0000 26,620.00 1,014.500 22,319.00 1,014.500 22,319.00 28 REMOVE FLARED END SECTION EA 350.0000 700.00 4.000 1,400.00 29 REMOVE PAINTED TRAFFIC STRIPE M 3.0000 106,200.00 120.000 360.00 S) (TEMPORARY) 30 REMOVE PAINTED TRAFFIC STRIPE M 6.0000 9,180.00 998.000 5,988.00 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 39.000 3,900.00 33 REMOVE ROADSIDE SIGN PANEL EA 150.0000 150.00 1.000 150.00 34 REMOVE ASPHALT CONCRETE DIKE M 15.0000 3,900.00 40.050 600.75 40.050 600.75 35 REMOVE OVERSIDE DRAIN EA 1,200.0000 1,200.00 1.000 1,200.00 1.000 1,200.00 36 REMOVE CULVERT M 160.0000 35,200.00 2.400 384.00 206.900 33,104.00 37 REMOVE INLET EA 750.0000 17,250.00 22.000 16,500.00 38 REMOVE HEADWALL EA 1,500.0000 12,000.00 8.000 12,000.00 39 REMOVE DOWNDRAIN EA 1,250.0000 6,250.00 1.000 1,250.00 40 REMOVE CONCRETE PAVEMENT M2 45.0000 3,600.00 92.800 4,176.00 41 REMOVE ASPHALT CONCRETE SURFACING M2 45.0000 2,700.00 49.000 2,205.00 49.000 2,205.00 42 REMOVE BASE AND SURFACING M3 125.0000 13,750.00 0.000 0.00 43 RESET ROADSIDE SIGN EA 350.0000 700.00 2.000 700.00 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 44.000 12,760.00 BEARING BAR TO GRADE 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.3000 45,318.00 2,773.620 23,021.05 S) 47 REMOVE CONCRETE (CURB AND GUTTER) M 20.0000 1,900.00 110.270 2,205.40 48 REMOVE CONCRETE SIDEWALK M2 9.0000 1,980.00 263.040 2,367.36 49 CAP INLET EA 750.0000 2,250.00 2.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 06/15/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 10:28 AM ESTIMATE NO. 19 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 06/18/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 06/15/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.717 107,550.00 51 ROADWAY EXCAVATION M3 210.0000 1,295,700.00 78.350 16,453.50 4,033.077 846,946.17 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 16.140 11,298.00 F) 54 STRUCTURE EXCAVATION (RETAINING WALL) M3 245.0000 303,800.00 1,240.000 303,800.00 F) 55 STRUCTURE BACKFILL (RETAINING WALL) M3 165.0000 130,845.00 793.000 130,845.00 F) 56 PERVIOUS BACKFILL MATERIAL (RETAINING M3 750.0000 22,500.00 30.000 22,500.00 F) WALL) 57 DITCH EXCAVATION M3 250.0000 40,000.00 6.110 1,527.50 112.210 28,052.50 58 EROSION CONTROL (TYPE D) M2 7.8000 140,400.00 14,644.000 114,223.20 S) 59 FIBER ROLLS M 7.8000 3,198.00 244.500 1,907.10 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 5.000 4,750.00 S) 62 COIR MESH M2 4.5000 5,490.00 1,486.200 6,687.90 S) 63 EROSION CONTROL (TYPE I) M2 20.0000 82,400.00 3,017.300 60,346.00 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 1,873.996 183,183.11 72 REPLACE ASPHALT CONCRETE SURFACING M3 367.0000 179,830.00 241.550 88,648.85 73 ASPHALT CONCRETE TONN 112.5000 3,183,750.00 22,506.400 2,531,970.00 74 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 95.0000 5,225.00 0.000 0.00 AREA) 75 STRUCTURAL CONCRETE, RETAINING WALL M3 975.0000 396,825.00 407.000 396,825.00 F) 76 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 385,500.00 33.660 50,490.00 230.400 345,600.00 F) PROGRAM CAS145 PAGE 4 DATE 06/15/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 10:28 AM ESTIMATE NO. 19 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 06/18/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 06/15/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 22.640 14,716.00 78 ANTI-GRAFFITI COATING M2 20.0000 9,800.00 490.000 9,800.00 490.000 9,800.00 79 ARCHITECTURAL TEXTURE (RUBBLE MASONRY) M2 60.0000 29,400.00 490.000 29,400.00 80 BAR REINFORCING STEEL (EPOXY COATED) KG 4.0000 88,575.20 21,807.800 87,231.20 SF) 81 ROADSIDE SIGN - ONE POST EA 310.0000 20,460.00 42.000 13,020.00 82 ROADSIDE SIGN - TWO POST EA 650.0000 4,550.00 4.000 2,600.00 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 19,600.00 507.160 20,286.40 507.160 20,286.40 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 38.800 19,012.00 POLYETHYLENE PIPE (TYPE S) 88 450 MM CORRUGATED HIGH DENSITY M 500.0000 355,000.00 -117.000 -58,500.00 657.520 328,760.00 POLYETHYLENE PIPE (TYPE S) 89 600 MM CORRUGATED HIGH DENSITY M 515.0000 82,400.00 166.730 85,865.95 POLYETHYLENE PIPE (TYPE S) 90 750 MM CORRUGATED HIGH DENSITY M 650.0000 37,700.00 56.830 36,939.50 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 2.600 1,508.00 8.300 4,814.00 (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 97.360 46,732.80 (2.01 MM THICK) 95 PERMEABLE MATERIAL M3 365.0000 24,820.00 16.120 5,883.80 72.570 26,488.05 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 2.030 3,613.40 16.240 28,907.20 (2.77 MM THICK) 98 450 MM STEEL FLARED END SECTION EA 450.0000 11,700.00 3.000 1,350.00 20.000 9,000.00 99 600 MM STEEL FLARED END SECTION EA 650.0000 5,850.00 10.000 6,500.00 00 750 MM STEEL FLARED END SECTION EA 750.0000 3,000.00 4.000 3,000.00 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 1.500 18,750.00 1.500 18,750.00 03 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 250.0000 10,750.00 56.250 14,062.50 PROGRAM CAS145 PAGE 5 DATE 06/15/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 10:28 AM ESTIMATE NO. 19 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 06/18/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 06/15/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 4.900 1,274.00 286.700 74,542.00 (FACING, METHOD B) 05 ROCK SLOPE PROTECTION FABRIC M2 10.0000 17,400.00 197.590 1,975.90 1,700.950 17,009.50 06 MINOR CONCRETE (CURB) M3 415.0000 377,650.00 745.100 309,216.50 07 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 104,000.00 0.340 221.00 132.780 86,307.00 CONSTRUCTION) 08 MINOR CONCRETE (CURB AND GUTTER) M3 430.0000 94,600.00 137.750 59,232.50 09 MINOR CONCRETE (DRIVEWAY) M3 117.0000 1,170.00 9.440 1,104.48 10 MINOR CONCRETE (GUTTER) M 122.0000 37,820.00 310.000 37,820.00 11 MINOR CONCRETE (SIDEWALK) M3 108.0000 3,240.00 30.000 3,240.00 12 MISCELLANEOUS IRON AND STEEL KG 4.5000 92,155.50 558.000 2,511.00 15,161.000 68,224.50 SF) 13 CONCRETE BARRIER DELINEATOR (400 MM) EA 25.0000 375.00 0.000 0.00 14 DELINEATOR (CLASS 2) EA 40.0000 8,200.00 112.000 4,480.00 15 MARKER (CULVERT) EA 50.0000 7,000.00 77.000 3,850.00 16 HIGHWAY POST MARKER EA 56.0000 560.00 6.000 336.00 17 OBJECT MARKER (TYPE L-1) EA 56.0000 952.00 4.000 224.00 18 METAL BEAM GUARD RAILING M 100.0000 84,000.00 32.660 3,266.00 32.660 3,266.00 S) (2.1 M WOOD POST) 19 CABLE RAILING M 150.0000 31,500.00 210.000 31,500.00 S) 20 TRANSITION RAILING (TYPE WB) EA 7,250.0000 87,000.00 1.000 7,250.00 1.000 7,250.00 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 1.000 3,000.00 1.000 3,000.00 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 81.000 56,700.00 29 CONCRETE BARRIER (TYPE 60D) M 382.5000 87,975.00 230.000 87,975.00 30 THERMOPLASTIC PAVEMENT MARKING M2 180.0000 3,780.00 0.000 0.00 S) (RECESSED) PROGRAM CAS145 PAGE 6 DATE 06/15/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 10:28 AM ESTIMATE NO. 19 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 06/18/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 06/15/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 19,500.00 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 1,539.00 319.000 430.65 S) PROGRAM CAS145 PAGE 7 DATE 06/15/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-2A9214 TIME 10:28 AM ESTIMATE NO. 19 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 06/18/10 R.E. NAME: ISKIN, ROY DATE OF THIS ESTIMATE 06/15/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 241,224.45 8,663,611.76 ADJUSTMENT OF COMPENSATION 6,181.81 352,085.19 EXTRA WORK 11,567.22 551,451.31 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 258,973.48 9,567,148.26 42 MOBILIZATION LS 612,500.3000 612,500.30 1.000 612,500.30 ORIGINAL CONTRACT AMOUNT 12,837,505.00 TOTAL WORK COMPLETED 258,973.48 10,179,648.56 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 4,000.00 -17,320.03 TOTAL 262,973.48 10,162,328.53 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 09/20/10 241 290 5 0 71% 79% PROGRESS IS SATISFACTORY ISKIN, ROY RESIDENT ENGINEER PROGRAM CAS145 DATE 06/15/10