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 07/22/11 EST. NO.06 TIME 07:55 AM R.E. NAME: WOOD, JAMES 02-3C0004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 011 0008 1,807.15 E.W. @ F.A.(+) 062711 N 008 0 1,807.15 TOTAL THIS ESTIMATE 63,223.55 TOTAL PREVIOUS ESTIMATE 65,030.70 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 07/22/11 EST. NO.06 TIME 07:55 AM R.E. NAME: WOOD, JAMES 02-3C0004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 07:55 AM ESTIMATE NO. 06 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/11 LOCATION PROGRESS ESTIMATE 02-SHA-5-R15.0/R15.8 ----------------- TULLIS INC IN SHASTA COUNTY IN REDDING FROM P O BOX 493416 1.3 MILES SOUTH TO 0.1 MILE NORTH REDDING CA 96049 OF HILLTOP DRIVE OVERCROSSING FED. AID NO. IM-BRIM(5)834 WIDEN RAMP ------------------------------------------------------------------------------------------------------------------------------------ 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 3,000.0000 3,000.00 0.250 750.00 0.500 1,500.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 0.000 0.00 03 TIME-RELATED OVERHEAD WDAY 100.0000 20,000.00 17.000 1,700.00 67.000 6,700.00 04 CONSTRUCTION SITE MANAGEMENT LS 2,000.0000 2,000.00 0.060 120.00 0.500 1,000.00 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.030 75.00 0.630 1,575.00 PREVENTION PLAN 06 TEMPORARY MULCH SQYD 2.8500 2,878.50 0.000 0.00 07 TEMPORARY FIBER ROLL LF 2.0000 1,320.00 350.000 700.00 481.000 962.00 08 TEMPORARY SILT FENCE LF 8.0000 2,000.00 186.000 1,488.00 09 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 2,000.00 16.000 3,200.00 10 TEMPORARY HYDRAULIC MULCH SQYD 0.3500 14,490.00 12,100.000 4,235.00 24,674.000 8,635.90 (POLYMER STABILIZED FIBER MATRIX) 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 1,500.0000 1,500.00 0.060 90.00 0.500 750.00 12 CONSTRUCTION AREA SIGNS LS 10,350.0000 10,350.00 0.030 310.50 0.630 6,520.50 13 TRAFFIC CONTROL SYSTEM LS 185,000.0000 185,000.00 0.060 11,100.00 0.500 92,500.00 14 TRAFFIC CONTROL SURVEILLANCE LS 10,000.0000 10,000.00 0.060 600.00 0.500 5,000.00 15 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 3.5000 910.00 84.000 294.00 16 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.3000 12,060.00 21,569.000 6,470.70 17 CHANNELIZER (SURFACE MOUNTED) EA 24.0000 4,320.00 78.000 1,872.00 18 TEMPORARY PAVEMENT MARKER EA 5.0000 2,900.00 283.000 1,415.00 19 TEMPORARY TERMINAL SECTION (TYPE K) EA 2,500.0000 7,500.00 3.000 7,500.00 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 15,000.0000 15,000.00 0.060 900.00 0.500 7,500.00 21 DETOUR MANAGEMENT PORTABLE CHANGEABLE LS 10,000.0000 10,000.00 0.060 600.00 0.500 5,000.00 MESSAGE SIGN 22 PORTABLE RADAR TRAILER EA 1,500.0000 1,500.00 0.060 90.00 0.500 750.00 PROGRAM CAS145 PAGE 2 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 07:55 AM ESTIMATE NO. 06 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) LF 12.0000 116,880.00 9,260.000 111,120.00 24 ALTERNATIVE TEMPORARY CRASH CUSHION EA 1,000.0000 10,000.00 3.000 3,000.00 25 REMOVE CABLE BARRIER LF 4.0000 20,600.00 5,143.000 20,572.00 26 REMOVE METAL BEAM GUARD RAILING LF 6.0000 4,020.00 195.000 1,170.00 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 4.2500 1,700.00 365.000 1,551.25 STRIPE 28 REMOVE PAINTED TRAFFIC STRIPE LF 0.6000 2,328.00 0.000 0.00 29 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 9,360.00 11,168.000 6,700.80 30 REMOVE PAVEMENT MARKER EA 2.5000 850.00 383.000 957.50 31 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 0.000 0.00 32 REMOVE CULVERT EA 1,000.0000 1,000.00 0.000 0.00 33 REMOVE INLET EA 575.0000 2,875.00 2.000 1,150.00 34 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.4000 19,551.00 1,282.500 1,795.50 35 REMOVE BARRIER GUARD 800 LF 6.2500 2,500.00 200.000 1,250.00 36 SALVAGE METAL BRIDGE RAILING LF 5.0000 1,955.00 388.900 1,944.50 37 RECONSTRUCT METAL BEAM GUARD RAILING LF 25.0000 5,500.00 0.000 0.00 38 RESET ROADSIDE SIGN EA 205.0000 205.00 0.000 0.00 39 RELOCATE ROADSIDE SIGN EA 205.0000 205.00 0.000 0.00 40 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 1.5000 37,500.00 2,006.000 3,009.00 41 REMOVE CONCRETE BARRIER LF 75.0000 5,925.00 79.000 5,925.00 42 REMOVE UNSOUND CONCRETE CF 110.0000 5,940.00 0.000 0.00 43 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.2000 4,467.20 0.000 0.00 44 REMOVE CRASH CUSHION EA 1,500.0000 3,000.00 1.000 1,500.00 45 REMOVE CRASH CUSHION (SAND FILLED) EA 2,840.0000 2,840.00 0.000 0.00 46 BRIDGE REMOVAL (PORTION), LOCATION A LS 20,000.0000 20,000.00 1.000 20,000.00 47 BRIDGE REMOVAL (PORTION), LOCATION B LS 25,000.0000 25,000.00 1.000 25,000.00 48 CLEARING AND GRUBBING LS 10,000.0000 10,000.00 1.000 10,000.00 49 DEVELOP WATER SUPPLY LS 2,000.0000 2,000.00 1.000 2,000.00 PROGRAM CAS145 PAGE 3 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 07:55 AM ESTIMATE NO. 06 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ROADWAY EXCAVATION CY 22.0000 462,000.00 13,391.930 294,622.46 51 LEAD COMPLIANCE PLAN LS 1,100.0000 1,100.00 1.000 1,100.00 52 ASBESTOS COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 53 STRUCTURE EXCAVATION (BRIDGE) CY 300.0000 175,800.00 586.000 175,800.00 F) 54 STRUCTURE BACKFILL (BRIDGE) CY 150.0000 61,200.00 254.620 38,193.00 385.960 57,894.00 F) 55 IMPORTED MATERIAL (SHOULDER BACKING) TON 24.0000 27,120.00 0.000 0.00 56 SUBGRADE ENHANCEMENT GEOTEXTILE SQYD 2.2500 58,500.00 16,892.000 38,007.00 57 EROSION CONTROL (HYDROSEED) (ACRE) ACRE 5,048.0000 30,288.00 0.000 0.00 58 FINISHING ROADWAY LS 5,000.0000 5,000.00 0.000 0.00 59 CLASS 2 AGGREGATE BASE CY 25.0000 427,500.00 12,500.000 312,500.00 60 AGGREGATE BASE (APPROACH SLAB) CY 100.0000 2,000.00 0.000 0.00 61 HOT MIX ASPHALT TON 77.0000 1,078,000.00 275.690 21,228.13 62 HOT MIX ASPHALT (OPEN GRADED) TON 85.0000 310,250.00 0.000 0.00 63 RUMBLE STRIP STA 60.0000 6,600.00 0.000 0.00 64 DATA CORE LS 1,500.0000 1,500.00 0.000 0.00 65 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 3.0000 3,120.00 0.000 0.00 66 PLACE HOT MIX ASPHALT SQYD 25.0000 1,475.00 0.000 0.00 (MISCELLANEOUS AREA) 67 TACK COAT TON 100.0000 2,100.00 0.000 0.00 68 TIEDOWN ANCHOR EA 2,800.0000 67,200.00 24.000 67,200.00 69 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 900.0000 103,500.00 115.000 103,500.00 F) 70 STRUCTURAL CONCRETE, BRIDGE CY 900.0000 402,300.00 38.400 34,560.00 150.050 135,045.00 F) 71 STRUCTURAL CONCRETE, APPROACH SLAB CY 900.0000 106,200.00 0.000 0.00 F) (TYPE N) 72 STRUCTURAL CONCRETE, APPROACH SLAB CY 710.0000 141,290.00 0.000 0.00 (TYPE R) 73 MINOR CONCRETE (MINOR STRUCTURE) CY 950.0000 8,455.00 8.900 8,455.00 F) 74 PAVING NOTCH EXTENSION CF 200.0000 26,400.00 0.000 0.00 75 DRILL AND BOND DOWEL LF 15.0000 795.00 38.000 570.00 76 RAPID SETTING CONCRETE (PATCH) CF 45.0000 2,430.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 07:55 AM ESTIMATE NO. 06 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FURNISH PRECAST PRESTRESSED CONCRETE EA 4,500.0000 81,000.00 0.000 0.00 GIRDER (30'-40') 78 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 54,000.00 0.000 0.00 GIRDER (50'-60') 79 FURNISH PRECAST PRESTRESSED CONCRETE EA 6,000.0000 30,000.00 0.000 0.00 GIRDER (60'-70') 80 ERECT PRECAST PRESTRESSED CONCRETE EA 750.0000 24,000.00 0.000 0.00 GIRDER 81 FURNISH POLYESTER CONCRETE OVERLAY CF 70.0000 113,400.00 0.000 0.00 82 PLACE POLYESTER CONCRETE OVERLAY SQFT 2.5000 55,840.00 0.000 0.00 F) 83 JOINT SEAL (MR 1/2") LF 25.0000 7,100.00 0.000 0.00 84 BAR REINFORCING STEEL (BRIDGE) LB 0.9000 155,132.10 11,744.000 10,569.60 70,358.200 63,322.38 F) 85 FURNISH SIGN STRUCTURE (TRUSS) LB 2.9000 150,510.00 0.000 0.00 F) 86 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2700 14,013.00 0.000 0.00 F) 87 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 27.0000 864.00 0.000 0.00 (0.080"-UNFRAMED) 88 60" CAST-IN-DRILLED-HOLE CONCRETE PILE LF 812.0000 56,840.00 0.000 0.00 (SIGN FOUNDATION) 89 ROADSIDE SIGN - ONE POST EA 390.0000 1,170.00 0.000 0.00 90 18" REINFORCED CONCRETE PIPE LF 160.0000 2,240.00 4.000 640.00 91 24" REINFORCED CONCRETE PIPE LF 135.0000 8,640.00 6.000 810.00 92 36" PRECAST CONCRETE PIPE INLET LF 200.0000 1,280.00 0.000 0.00 F) 93 ROCK SLOPE PROTECTION TON 140.0000 938.00 0.000 0.00 (BACKING NO. 3, METHOD B) 94 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 105.00 0.000 0.00 95 MINOR CONCRETE (MISCELLANEOUS CY 1,200.0000 4,080.00 0.000 0.00 CONSTRUCTION) 96 MISCELLANEOUS IRON AND STEEL LB 1.5000 2,310.00 1,540.000 2,310.00 F) 97 PLACE BARRIER GUARD 800 LF 16.0000 3,200.00 0.000 0.00 98 METAL BEAM GUARD RAILING (WOOD POST) LF 37.0000 14,060.00 0.000 0.00 99 DOUBLE THRIE BEAM BARRIER (WOOD POST) LF 33.0000 93,390.00 0.000 0.00 00 HIGH TENSION CABLE BARRIER LF 14.0000 48,020.00 0.000 0.00 01 CABLE BARRIER TERMINAL EA 3,000.0000 15,000.00 0.000 0.00 02 TRANSITION RAILING (TYPE WB) EA 3,000.0000 15,000.00 0.000 0.00 03 TRANSITION RAILING (TYPE DTB) EA 3,200.0000 6,400.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 07:55 AM ESTIMATE NO. 06 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 END ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 3,600.00 0.000 0.00 05 ALTERNATIVE FLARED TERMINAL SYSTEM EA 1,900.0000 13,300.00 0.000 0.00 06 CRASH CUSHION (TYPE CAT) EA 5,200.0000 5,200.00 0.000 0.00 07 CRASH CUSHION (TYPE CAT) BACKUP EA 500.0000 500.00 0.000 0.00 08 CRASH CUSHION (TAU II) EA 5,815.0000 5,815.00 0.000 0.00 09 CONCRETE BARRIER (TYPE 60) LF 250.0000 7,250.00 29.000 7,250.00 29.000 7,250.00 10 CONCRETE BARRIER (TYPE 60C) LF 270.0000 43,200.00 0.000 0.00 11 CONCRETE BARRIER (TYPE 60E) LF 160.0000 8,000.00 0.000 0.00 12 CONCRETE BARRIER (TYPE 732) LF 90.0000 35,190.00 0.000 0.00 F) 13 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.6000 10,020.00 0.000 0.00 14 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 4,800.00 0.000 0.00 15 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.2500 3,862.50 0.000 0.00 (BROKEN 12-3) 16 THERMOPLASTIC PAVEMENT MARKING SQFT 6.0000 780.00 0.000 0.00 17 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 3,060.00 0.000 0.00 (BROKEN 36-12) 18 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 67.50 0.000 0.00 (BROKEN 17-7) 19 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 3,350.00 0.000 0.00 20 LIGHTING AND SIGN ILLUMINATION LS 99,800.0000 99,800.00 0.742 74,051.60 21 TRAFFIC MONITORING STATION LS 12,850.0000 12,850.00 0.420 5,397.00 22 CLOSED CIRCUIT TELEVISION SYSTEM LS 62,000.0000 62,000.00 0.617 38,254.00 23 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 24 STORM WATER ANNUAL REPORT EA 2,000.0000 2,000.00 0.000 0.00 25 EROSION CONTROL ESTABLISHMENT WORK LS 1,000.0000 1,000.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/22/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3C0004 TIME 07:55 AM ESTIMATE NO. 06 BID OPENING 10/06/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/11 R.E. NAME: WOOD, JAMES DATE OF THIS ESTIMATE 07/22/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 111,843.10 1,789,235.22 ADJUSTMENT OF COMPENSATION 0.00 5,857.36 EXTRA WORK 1,807.15 59,173.34 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 113,650.25 1,854,265.92 26 MOBILIZATION LS 500,000.0000 500,000.00 0.950 475,000.00 ORIGINAL CONTRACT AMOUNT 5,931,729.80 TOTAL WORK COMPLETED 113,650.25 2,329,265.92 MATERIALS ON HAND ON SITE 132,030.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 113,650.25 2,461,295.92 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 01/03/11 440 02/18/11 02/28/11 01/31/12 69 31 0 0 38% 16% PROGRESS IS SATISFACTORY WOOD, JAMES RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/11