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 11/23/09 EST. NO.10 TIME 03:36 PM R.E. NAME: ERICKSEN, BOB 03-1E0414 --------------------------------------------------------------------------- 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 0028 983.35 E.W. @ F.A.(+) 093009 N 0105.0 0029 711.15 100209 N 0127.0 003 0004 300.00 E.W. @ F.A.(+) 083109 N 4 0 0005 300.00 093009 N 5 0 0006 217.66 082709 N 6 0 0007 300.00 102709 N 7 0 004 0003 1,862.50 E.W. @ F.A.(+) 100509 N 3 0 005 0002 48,433.81 A.C. @ U.P.(+) 110209 N 2 0 009 0001 252,639.46 A.C. @ U.P.(+) 110509 N 1 0 011 0026 31,049.57 E.W. @ F.A.(+) 051409 N 0051.0 012 0005 260.49 E.W. @ F.A.(+) 071709 N 0046.0 0008 259.73 090909 N 0077.0 0009 613.66 090109 N 0135.0 020 0001 2,501.43 E.W. @ F.A.(+) 063009 N 0034.0 0002 1,789.45 063009 N 0115.0 021 0003 1,106.44 E.W. @ F.A.(+) 070709 N 070709 0004 191.70 070809 N 070809 0008 369.03 061009 N 0133.0 025 0003 453.00 E.W. @ F.A.(+) 100509 N 0113.0 026 0004 579.71 E.W. @ F.A.(+) 082809 N 0068.0 0009 1,794.47 090409 N 0075.0 0010 550.94 090909 N 0092.0 0013 1,787.50 082509 N 0118.0 0014 2,475.00 082609 N 0119.0 0015 983.18 090309 N 0152.0 0016 1,190.64 090409 N 0153.0 0017 703.56 090909 N 0154.0 027 0003 88,520.00 E.W. @ L.S.(+) 102609 N 3 0 032 0002 1,980.37 E.W. @ F.A.(+) 080709 N 0054.0 0003 443.51 081309 N 0062.0 0004 616.23 082709 N 0067.0 0005 308.11 082809 N 0069.0 0006 4,419.90 090809 N 0076.0 0008 6,781.91 090909 N 0079.0 0009 3,160.31 091009 N 0093.0 0010 2,052.63 091009 N 0094.0 0011 524.82 091409 N 0097.0 0012 3,088.87 091409 N 0098.0 0013 2,442.65 091509 N 0099.0 0014 1,423.19 091609 N 0100.0 0015 175.99 092109 N 0101.0 0016 3,073.87 091109 N 0106.0 0017 86.57 091409 N 0107.0 0018 112.16 091509 N 0108.0 0019 64,392.50 A.C. @ U.P.(+) 100609 N 1 0 0020 1,509.00 E.W. @ F.A.(+) 081409 N 0063.0 0021 3,366.58 091109 N 0096.0 0022 16,981.97 090909 N 0158.0 0023 27,901.35 091009 N 0159.0 0024 3,383.01 091809 N 0160.0 035 0001 437.47 E.W. @ F.A.(+) 091009 N 0103.0 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 11/23/09 EST. NO.10 TIME 03:36 PM R.E. NAME: ERICKSEN, BOB 03-1E0414 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0005 541.20 091009 N 0156.0 037 0001 4,186.21 E.W. @ F.A.(+) 091109 N 0095.0 0002 12,998.77 091109 N 0157.0 609,316.58 TOTAL THIS ESTIMATE 406,221.38 TOTAL PREVIOUS ESTIMATE 1,015,537.96 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 11/23/09 EST. NO.10 TIME 03:36 PM R.E. NAME: ERICKSEN, BOB 03-1E0414 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 2/09 -3,000.00 02 PER LTR DATED 3/09 -9,000.00 02 PER LTR DATED 4/09 -6,000.00 03 PER LTR DATED 5/09 -10,000.00 04 PER LTR DATED 07/09 -10,000.00 06 RETURN 5/09 DEDUCT 6,000.00 06 PER LTR DATED 8/09 -10,000.00 07 RETN 2/09,3/09,4/09 18,000.00 07 PER LTR DATED 9/09 -10,000.00 08 PER LTR DATED 10/09 -10,000.00 09 PER LTR DATED 11/09 -10,000.00 10 RETURN 5/09 DEDUCT 4,000.00 10 -6,000.00 -50,000.00 TOTAL DEDUCTIONS -6,000.00 -50,000.00 PROGRAM CAS145 PAGE 1 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 03:36 PM ESTIMATE NO. 10 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 11/23/09 LOCATION PROGRESS ESTIMATE 03-SAC-50-0.0/R5.4 ----------------- DESILVA GATES CONSTRUCTION IN YOLO COUNTY ON ROUTE 80 FROM .01 P O BOX 2909 MI WEST OF ENTERPRISE BOULEVARD TO DUBLIN CA 94568 0.4 MI WEST OF 80/50 SEPARATION ON ROUTE 50 FROM 50/80 TO WATT AVENUE. FED. AID NO. ACHS-000C(300)E ,NHG-000C(300)E CONCRETE MEDIAN BARRIER AND OVERHED ------------------------------------------------------------------------------------------------------------------------------------ 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 1,000.0000 1,000.00 0.750 750.00 02 TIME-RELATED OVERHEAD LS 960,000.0000 960,000.00 0.118 113,280.00 0.931 893,760.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.118 118.00 0.931 931.00 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.048 48.00 0.873 873.00 PREVENTION PLAN 05 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 50,000.00 0.000 0.00 06 TEMPORARY CHECK DAM LF 4.0000 6,000.00 0.000 0.00 07 MOVE-IN/MOVE-OUT EA 200.0000 2,800.00 0.000 0.00 (TEMPORARY EROSION CONTROL) 08 TEMPORARY DRAINAGE INLET PROTECTION EA 250.0000 10,000.00 52.000 13,000.00 09 STREET SWEEPING LS 25,000.0000 25,000.00 0.118 2,950.00 0.931 23,275.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.118 1,180.00 0.931 9,310.00 11 TEMPORARY SOIL BINDER SQYD 0.0500 8,700.00 0.000 0.00 12 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.863 4,315.00 13 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.118 15,340.00 0.931 121,030.00 14 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 2,650.00 9,495.000 9,495.00 15 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,360.00 88.000 3,080.00 16 TEMPORARY PAVEMENT MARKER EA 3.0000 67,800.00 23,349.000 70,047.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.118 1,180.00 0.931 9,310.00 18 TEMPORARY RAILING (TYPE K) LF 16.0000 1,616,000.00 97,352.000 1,557,632.00 19 TEMPORARY CRASH CUSHION MODULE EA 200.0000 34,000.00 28.000 5,600.00 20 TEMPORARY TRAFFIC SCREEN LF 1.5000 149,700.00 92,747.000 139,120.50 21 FLUSH EXISTING CULVERT EA 2,500.0000 5,000.00 2.000 5,000.00 22 ABANDON CULVERT EA 1,000.0000 3,000.00 3.000 3,000.00 PROGRAM CAS145 PAGE 2 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 03:36 PM ESTIMATE NO. 10 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE ENTRANCE TAPER EA 500.0000 500.00 1.000 500.00 24 REMOVE METAL BEAM GUARD RAILING LF 7.0000 350,000.00 48,424.000 338,968.00 25 HEALTH, SAFETY, AND WORK PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 26 REMOVE FLARED END SECTION EA 250.0000 500.00 1.000 250.00 2.000 500.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 3.0000 7,950.00 985.000 2,955.00 STRIPE 28 REMOVE TRAFFIC STRIPE LF 0.4000 21,480.00 57,579.000 23,031.60 29 REMOVE ROADSIDE SIGN EA 100.0000 100.00 3.000 300.00 30 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 31 REMOVE SIGN STRUCTURE EA 6,000.0000 90,000.00 3.000 18,000.00 9.000 54,000.00 32 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 26,000.00 9.000 18,000.00 10.000 20,000.00 33 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 1,200.00 25.000 250.00 34 REMOVE CULVERT EA 1,000.0000 5,000.00 5.000 5,000.00 35 REMOVE INLET EA 500.0000 15,000.00 31.000 15,500.00 36 SALVAGE GRATE EA 100.0000 5,300.00 53.000 5,300.00 37 MODIFY SIGN STRUCTURE EA 5,000.0000 60,000.00 1.000 5,000.00 11.000 55,000.00 (SAFETY CABLE RETROFIT) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 40.0000 6,000.00 147.700 5,908.00 39 CAP INLET EA 1,000.0000 16,000.00 16.000 16,000.00 40 CLEARING AND GRUBBING LS 90,000.0000 90,000.00 1.000 90,000.00 41 DEVELOP WATER SUPPLY LS 20,000.0000 20,000.00 0.118 2,360.00 0.931 18,620.00 42 ROADWAY EXCAVATION CY 15.0000 1,785,000.00 2,489.000 37,335.00 121,489.000 1,822,335.00 43 ROADWAY EXCAVATION (TYPE Z-2) CY 100.0000 1,190,000.00 8,675.270 867,527.00 (AERIALLY DEPOSITED LEAD) 44 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 45 SAND BACKFILL CY 100.0000 1,800.00 17.850 1,785.00 46 DITCH EXCAVATION CY 20.0000 9,000.00 541.000 10,820.00 47 FURNISH PLANTS LS 10,000.0000 10,000.00 0.000 0.00 48 EROSION CONTROL (HYDRAULIC MATRIX) SQYD 2.0000 5,000.00 0.000 0.00 49 PERVIOUS DITCH LINING SQYD 80.0000 47,200.00 130.330 10,426.40 265.330 21,226.40 PROGRAM CAS145 PAGE 3 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 03:36 PM ESTIMATE NO. 10 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EXTEND 8" CONDUIT LF 75.0000 83,250.00 1,091.300 81,847.50 51 EXTEND 10" CONDUIT LF 75.0000 66,000.00 715.600 53,670.00 52 FINISHING ROADWAY LS 1,000.0000 1,000.00 0.000 0.00 53 CLASS 2 AGGREGATE BASE CY 22.0000 2,596,000.00 117,261.700 2,579,757.40 54 HOT MIX ASPHALT TON 70.0000 5,936,000.00 77,680.220 5,437,615.40 55 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 10.0000 3,700.00 0.000 0.00 56 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 10.0000 1,300.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 10.0000 250.00 0.000 0.00 58 PLACE HOT MIX ASPHALT SQYD 10.0000 29,500.00 2,499.180 24,991.80 (MISCELLANEOUS AREA) 59 GROOVE EXISTING CONCRETE PAVEMENT SQYD 2.5000 327,500.00 110,892.000 277,230.00 60 MINOR CONCRETE (MINOR STRUCTURE) CY 1,500.0000 291,000.00 192.200 288,300.00 F) 61 MINOR CONCRETE (BACKFILL) CY 200.0000 48,000.00 226.500 45,300.00 62 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5000 268,892.00 34,198.000 222,287.00 34,198.000 222,287.00 F) WITH WALKWAY) 63 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 62,052.00 34,198.000 51,297.00 34,198.000 51,297.00 F) WITH WALKWAY) 64 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 2,733,355.00 188,650.000 943,250.00 483,397.000 2,416,985.00 F) 65 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 108,299.00 187,645.000 37,529.00 453,430.000 90,686.00 F) 66 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 14,100.00 202.000 2,020.00 851.000 8,510.00 67 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 171,000.00 3,914.000 58,710.00 9,688.000 145,320.00 68 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 400.00 0.000 0.00 (0.063"-UNFRAMED) 69 54" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 550.0000 93,500.00 142.000 78,100.00 (SIGN FOUNDATION) 70 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 392,000.00 559.820 391,874.00 (SIGN FOUNDATION) 71 ROADSIDE SIGN - ONE POST EA 250.0000 250.00 0.000 0.00 72 INSTALL SIGN PANEL ON EXISTING FRAME SQFT 12.0000 32,724.00 643.000 7,716.00 2,101.000 25,212.00 F) 73 18" REINFORCED CONCRETE PIPE LF 50.0000 505,000.00 9,711.100 485,555.00 (CLASS II, RUBBER GASKET JOINT) 74 24" REINFORCED CONCRETE PIPE LF 75.0000 186,000.00 2,897.800 217,335.00 (CLASS II, RUBBER GASKET JOINT) 75 30" REINFORCED CONCRETE PIPE LF 100.0000 82,000.00 814.600 81,460.00 (CLASS II, RUBBER GASKET JOINT) 76 6" CORRUGATED STEEL PIPE (.079" THICK) LF 25.0000 14,750.00 578.500 14,462.50 PROGRAM CAS145 PAGE 4 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 03:36 PM ESTIMATE NO. 10 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 12" CORRUGATED STEEL PIPE (.079" THICK) LF 300.0000 2,400.00 9.000 2,700.00 78 18" CORRUGATED STEEL PIPE (.109" THICK) LF 400.0000 4,000.00 10.000 4,000.00 79 24" CORRUGATED STEEL PIPE (.109" THICK) LF 700.0000 1,400.00 0.000 0.00 80 8" PERFORATED STEEL PIPE UNDERDRAIN LF 175.0000 4,200.00 5.000 875.00 (.079" THICK) 81 CLASS 1 PERMEABLE MATERIAL CY 70.0000 1,890.00 27.000 1,890.00 82 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 40.0000 8,400.00 42.000 1,680.00 180.000 7,200.00 (.079" THICK) 83 12" ENTRANCE TAPER EA 500.0000 2,500.00 2.000 1,000.00 84 12" ANCHOR ASSEMBLY EA 500.0000 4,000.00 4.000 2,000.00 85 36" CORRUGATED STEEL PIPE INLET LF 250.0000 9,500.00 38.000 9,500.00 (.138" THICK) 86 18" CONCRETE FLARED END SECTION EA 800.0000 800.00 0.000 0.00 87 6" ALTERNATIVE PIPE RISER LF 450.0000 4,500.00 9.200 4,140.00 88 ROCK SLOPE PROTECTION CY 300.0000 4,500.00 14.800 4,440.00 (BACKING NO. 1, METHOD B) 89 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,680.00 702.300 1,404.60 90 MISCELLANEOUS IRON AND STEEL LB 1.2500 69,305.00 55,444.000 69,305.00 F) 91 6" GRATE EA 200.0000 1,000.00 5.000 1,000.00 92 INLET GRATE (TYPE 36R) EA 500.0000 2,500.00 6.000 3,000.00 93 CONCRETE BARRIER DELINEATOR (16") EA 40.0000 2,600.00 0.000 0.00 94 MARKER (CULVERT) EA 30.0000 810.00 0.000 0.00 95 MARKER (CULVERT, BARRIER MOUNT) EA 30.0000 4,500.00 0.000 0.00 96 OBJECT MARKER (TYPE L-1) EA 50.0000 100.00 0.000 0.00 97 METAL BEAM GUARD RAILING (WOOD POST) LF 25.0000 3,000.00 37.500 937.50 37.500 937.50 98 METAL BEAM GUARD RAILING (7' WOOD POST) LF 40.0000 1,520.00 37.500 1,500.00 37.500 1,500.00 99 VEGETATION CONTROL (MINOR CONCRETE) SQYD 75.0000 27,000.00 0.000 0.00 00 SINGLE THRIE BEAM BARRIER (WOOD POST) LF 40.0000 12,000.00 0.000 0.00 01 DOUBLE THRIE BEAM BARRIER LF 40.0000 6,400.00 182.000 7,280.00 02 END CAP (TYPE TC) EA 100.0000 300.00 1.000 100.00 03 END ANCHOR ASSEMBLY (TYPE SFT) EA 500.0000 2,000.00 2.000 1,000.00 2.000 1,000.00 PROGRAM CAS145 PAGE 5 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 03:36 PM ESTIMATE NO. 10 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 2.000 6,000.00 2.000 6,000.00 05 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 7,500.00 0.000 0.00 06 CONCRETE BARRIER (TYPE 60 MODIFIED) LF 38.0000 771,400.00 5,210.500 197,999.00 18,628.300 707,875.40 07 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 50.0000 26,600.00 267.100 13,355.00 531.100 26,555.00 08 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 40.0000 824,000.00 9,787.000 391,480.00 20,867.000 834,680.00 09 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 150.0000 589,500.00 1,061.000 159,150.00 4,296.500 644,475.00 10 CONCRETE BARRIER (TYPE 60S MODIFIED) LF 40.0000 14,400.00 192.000 7,680.00 636.800 25,472.00 11 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3000 33,000.00 51,700.000 15,510.00 12 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.1500 33,000.00 103,400.000 15,510.00 (BROKEN 36-12) 13 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 20,880.00 3,238.000 9,714.00 14 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.118 590.00 0.931 4,655.00 SYSTEM ELEMENTS DURING CONSTRUCTION 15 MODIFY TRAFFIC MONITORING STATION LS 200,000.0000 200,000.00 0.140 28,000.00 0.620 124,000.00 16 MODIFY CLOSED CIRCUIT TELEVISION LS 5,000.0000 5,000.00 0.970 4,850.00 17 MODIFY LIGHTING AND SIGN ILLUMINATION LS 200,000.0000 200,000.00 0.100 20,000.00 0.520 104,000.00 18 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 19 REPLACE CONCRETE PAVEMENT CY 500.0000 1,325,000.00 138.680 69,340.00 2,984.560 1,492,280.00 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 11/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 03:36 PM ESTIMATE NO. 10 BID OPENING 11/19/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 11/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,446,987.90 23,403,698.60 ADJUSTMENT OF COMPENSATION 365,465.77 422,696.44 EXTRA WORK 243,850.81 592,841.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,056,304.48 24,419,236.56 20 MOBILIZATION LS 2790,000.0000 2,790,000.00 1.000 2,790,000.00 ORIGINAL CONTRACT AMOUNT 27,946,047.00 TOTAL WORK COMPLETED 3,056,304.48 27,209,236.56 MATERIALS ON HAND ON SITE 26,181.47 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -6,000.00 -50,000.00 TOTAL 3,050,304.48 27,185,418.03 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 01/14/09 160 02/09/09 03/10/09 12/23/09 148 30 10 0 91% 87% PROGRESS IS SATISFACTORY ERICKSEN, BOB RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/09