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 09/23/09 EST. NO.08 TIME 11:21 AM 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 0026 1,526.43 E.W. @ F.A.(+) 051509 N 0011.0 0027 333.74 051509 N 0039.0 003 0003 300.00 E.W. @ F.A.(+) 073109 N 3 0 011 0022 21,334.85 E.W. @ F.A.(+) 051509 N 0038.0 0023 891.60 042409 N 0048.0 0024 2,908.94 042609 N 0049.0 0025 2,616.24 042709 N 0050.0 29,911.80 TOTAL THIS ESTIMATE 376,309.58 TOTAL PREVIOUS ESTIMATE 406,221.38 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 09/23/09 EST. NO.08 TIME 11:21 AM 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 -10,000.00 -34,000.00 TOTAL DEDUCTIONS -10,000.00 -34,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 11:21 AM ESTIMATE NO. 08 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 09/17/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 09/23/09 LOCATION RERUN 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 0.706 677,760.00 03 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 0.118 118.00 0.706 706.00 04 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 0.048 48.00 0.783 783.00 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 11.000 2,750.00 52.000 13,000.00 09 STREET SWEEPING LS 25,000.0000 25,000.00 0.118 2,950.00 0.706 17,650.00 10 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 10,000.0000 10,000.00 0.118 1,180.00 0.706 7,060.00 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 0.280 1,400.00 0.800 4,000.00 13 TRAFFIC CONTROL SYSTEM LS 130,000.0000 130,000.00 0.118 15,340.00 0.706 91,780.00 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 0.706 7,060.00 18 TEMPORARY RAILING (TYPE K) LF 16.0000 1,616,000.00 820.000 13,120.00 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 2.000 5,000.00 22 ABANDON CULVERT EA 1,000.0000 3,000.00 3.000 3,000.00 3.000 3,000.00 PROGRAM CAS145 PAGE 2 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 11:21 AM ESTIMATE NO. 08 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 09/17/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 250.00 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 1.600 9,600.00 32 REMOVE BRIDGE MOUNTED SIGN EA 2,000.0000 26,000.00 0.000 0.00 33 REMOVE ASPHALT CONCRETE DIKE LF 10.0000 1,200.00 20.000 200.00 20.000 200.00 34 REMOVE CULVERT EA 1,000.0000 5,000.00 5.000 5,000.00 35 REMOVE INLET EA 500.0000 15,000.00 12.000 6,000.00 31.000 15,500.00 36 SALVAGE GRATE EA 100.0000 5,300.00 15.000 1,500.00 44.000 4,400.00 37 MODIFY SIGN STRUCTURE EA 5,000.0000 60,000.00 8.000 40,000.00 8.000 40,000.00 (SAFETY CABLE RETROFIT) 38 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 40.0000 6,000.00 0.000 0.00 39 CAP INLET EA 1,000.0000 16,000.00 9.000 9,000.00 15.000 15,000.00 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 0.706 14,120.00 42 ROADWAY EXCAVATION CY 15.0000 1,785,000.00 24,300.000 364,500.00 119,000.000 1,785,000.00 43 ROADWAY EXCAVATION (TYPE Z-2) CY 100.0000 1,190,000.00 133.240 13,324.00 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 12.200 1,220.00 46 DITCH EXCAVATION CY 20.0000 9,000.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 11:21 AM ESTIMATE NO. 08 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 09/17/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 83,250.00 500.300 37,522.50 51 EXTEND 10" CONDUIT LF 75.0000 66,000.00 21.000 1,575.00 589.600 44,220.00 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 41,192.400 906,232.80 113,200.000 2,490,400.00 54 HOT MIX ASPHALT TON 70.0000 5,936,000.00 43,810.400 3,066,728.00 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 0.000 0.00 (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 72.800 109,200.00 166.000 249,000.00 F) 61 MINOR CONCRETE (BACKFILL) CY 200.0000 48,000.00 41.060 8,212.00 240.000 48,000.00 62 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 6.5000 268,892.00 0.000 0.00 F) WITH WALKWAY) 63 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5000 62,052.00 0.000 0.00 F) WITH WALKWAY) 64 FURNISH SIGN STRUCTURE (TRUSS) LB 5.0000 2,733,355.00 24,906.000 124,530.00 115,216.000 576,080.00 F) 65 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 108,299.00 22,185.000 4,437.00 112,495.000 22,499.00 F) 66 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 10.0000 14,100.00 649.000 6,490.00 649.000 6,490.00 67 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 15.0000 171,000.00 680.000 10,200.00 2,631.000 39,465.00 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 22.000 12,100.00 142.000 78,100.00 (SIGN FOUNDATION) 70 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 700.0000 392,000.00 462.320 323,624.00 (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 1,058.000 12,696.00 1,058.000 12,696.00 F) 73 18" REINFORCED CONCRETE PIPE LF 50.0000 505,000.00 3,575.400 178,770.00 9,711.100 485,555.00 (CLASS II, RUBBER GASKET JOINT) 74 24" REINFORCED CONCRETE PIPE LF 75.0000 186,000.00 1,617.500 121,312.50 2,293.300 171,997.50 (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 14,750.00 736.500 18,412.50 PROGRAM CAS145 PAGE 4 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 11:21 AM ESTIMATE NO. 08 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 09/17/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 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 5.000 875.00 (.079" THICK) 81 CLASS 1 PERMEABLE MATERIAL CY 70.0000 1,890.00 8.600 602.00 27.000 1,890.00 82 12" CORRUGATED STEEL PIPE DOWNDRAIN LF 40.0000 8,400.00 0.000 0.00 (.079" THICK) 83 12" ENTRANCE TAPER EA 500.0000 2,500.00 0.000 0.00 84 12" ANCHOR ASSEMBLY EA 500.0000 4,000.00 0.000 0.00 85 36" CORRUGATED STEEL PIPE INLET LF 250.0000 9,500.00 12.000 3,000.00 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 7.200 3,240.00 88 ROCK SLOPE PROTECTION CY 300.0000 4,500.00 0.000 0.00 (BACKING NO. 1, METHOD B) 89 ROCK SLOPE PROTECTION FABRIC SQYD 2.0000 1,680.00 0.000 0.00 90 MISCELLANEOUS IRON AND STEEL LB 1.2500 69,305.00 4,019.000 5,023.75 32,056.000 40,070.00 F) 91 6" GRATE EA 200.0000 1,000.00 4.000 800.00 92 INLET GRATE (TYPE 36R) EA 500.0000 2,500.00 2.000 1,000.00 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 0.000 0.00 98 METAL BEAM GUARD RAILING (7' WOOD POST) LF 40.0000 1,520.00 0.000 0.00 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 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 11:21 AM ESTIMATE NO. 08 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 09/17/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 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 12,375.000 470,250.00 07 CONCRETE BARRIER (TYPE 60A MODIFIED) LF 50.0000 26,600.00 264.000 13,200.00 08 CONCRETE BARRIER (TYPE 60C MODIFIED) LF 40.0000 824,000.00 9,280.000 371,200.00 09 CONCRETE BARRIER (TYPE 60E MODIFIED) LF 150.0000 589,500.00 1,775.000 266,250.00 10 CONCRETE BARRIER (TYPE 60S MODIFIED) LF 40.0000 14,400.00 0.000 0.00 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 0.706 3,530.00 SYSTEM ELEMENTS DURING CONSTRUCTION 15 MODIFY TRAFFIC MONITORING STATION LS 200,000.0000 200,000.00 0.030 6,000.00 0.470 94,000.00 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 0.030 6,000.00 0.380 76,000.00 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 2,061.580 1,030,790.00 (RAPID STRENGTH CONCRETE) PROGRAM CAS145 PAGE 6 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1E0414 TIME 11:21 AM ESTIMATE NO. 08 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 09/17/09 R.E. NAME: ERICKSEN, BOB DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,118,046.05 16,302,833.60 ADJUSTMENT OF COMPENSATION 0.00 57,230.67 EXTRA WORK 29,911.80 348,990.71 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,147,957.85 16,709,054.98 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 2,147,957.85 19,499,054.98 MATERIALS ON HAND ON SITE 158,613.87 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -10,000.00 -34,000.00 TOTAL 2,137,957.85 19,623,668.85 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 11/25/09 112 23 0 0 68% 70% PROGRESS IS SATISFACTORY ERICKSEN, BOB RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/09