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 04/22/10 EST. NO.11 TIME 09:47 AM R.E. NAME: ROGERS, JIM 02-370704 --------------------------------------------------------------------------- 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 0003 5,152.45 E.W. @ U.P (+) 102909 N 010 0 0004 102.03 120209 N 014 0 006 0003 9,996.17 E.W. @ F.A.(+) 103009 N 0005.0 0006 423.47 102709 Y 0011.0 0007 9,889.46 103009 Y 0012.0 0008 1,882.21 103009 N 0014 0 007 0001 297.76 E.W. @ F.A.(+) 120209 N 0006.0 008 0002 185,492.85 E.W. @ U.P (+) 040610 N 0002 0 0003 8,500.00 E.W. @ L.S.(+) 040610 N 0003 0 221,736.40 TOTAL THIS ESTIMATE 146,932.51 TOTAL PREVIOUS ESTIMATE 368,668.91 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 04/22/10 EST. NO.11 TIME 09:47 AM R.E. NAME: ROGERS, JIM 02-370704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 8-09 -5,000.00 03 PER LTR DATED 9/09 -10,000.00 04 PER 11/09 LTR -10,000.00 06 RET 11/09 DEDUCT -10,000.00 07 PER 01/10LTR -1,000.00 08 RTN 10/09,11/09 DED 11,000.00 09 RET 8/09, 09/09 15,000.00 10 RET 11/09 DEDUCT 10,000.00 11 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-370704 TIME 09:47 AM ESTIMATE NO. 11 BID OPENING 04/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/22/10 LOCATION PROGRESS ESTIMATE 02-TEH-5-R7.2/R7.7 ----------------- KNIFE RIVER CONSTRUCTION IN TEHAMA COUNTY IN AND NEAR 1764 SKYWAY CORNING AT VARIOUS LOCATIONS FROM CHICO CA 95928 KIRKWOOD ROAD OVERCROSSING TO GALLAGHER AVENUE OVERCROSSING FED. AID NO. N O N E RECONSTRUCT INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 1,500.0000 1,500.00 0.750 1,125.00 02 TIME-RELATED OVERHEAD WDAY 500.0000 60,000.00 2.000 1,000.00 120.000 60,000.00 03 TEMPORARY FENCE (TYPE ESA) LF 5.0000 2,800.00 600.000 3,000.00 04 CONSTRUCTION SITE MANAGEMENT LS 6,000.0000 6,000.00 0.100 600.00 1.000 6,000.00 05 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 0.200 400.00 0.900 1,800.00 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 4.5000 11,250.00 181.000 814.50 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,500.0000 3,500.00 1.000 3,500.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 1,066.6700 3,200.01 3.000 3,200.01 09 TEMPORARY CHECK DAM LF 10.0000 3,000.00 30.000 300.00 10 STREET SWEEPING LS 25,000.0000 25,000.00 0.101 2,525.00 1.000 25,000.00 11 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 2,400.0000 2,400.00 0.000 0.00 12 TEMPORARY SOIL BINDER SQYD 0.0500 5,600.00 34,610.000 1,730.50 13 CONSTRUCTION AREA SIGNS LS 19,500.0000 19,500.00 1.000 19,500.00 14 TRAFFIC CONTROL SYSTEM LS 75,000.0000 75,000.00 0.100 7,500.00 1.000 75,000.00 15 TYPE III BARRICADE EA 35.0000 875.00 18.000 630.00 16 TEMPORARY TRAFFIC STRIPE (TAPE) LF 0.9000 9,630.00 8,717.000 7,845.30 17 TEMPORARY PAVEMENT MARKING (TAPE) SQFT 5.0000 3,900.00 0.000 0.00 18 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.5000 3,800.00 0.000 0.00 19 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 4,200.00 14.000 420.00 20 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 910.00 19.000 665.00 21 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.100 3,500.00 1.000 35,000.00 22 TEMPORARY RAILING (TYPE K) LF 15.0000 36,300.00 2,420.000 36,300.00 PROGRAM CAS145 PAGE 2 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-370704 TIME 09:47 AM ESTIMATE NO. 11 BID OPENING 04/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 200.0000 5,600.00 28.000 5,600.00 24 ABANDON CULVERT EA 700.0000 700.00 1.000 700.00 25 REMOVE FENCE LF 2.1000 14,994.00 6,028.000 12,658.80 26 REMOVE METAL BEAM GUARD RAILING LF 13.7500 3,712.50 263.000 3,616.25 27 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.5000 7,185.00 4,338.000 6,507.00 STRIPE 28 REMOVE TRAFFIC STRIPE LF 0.5000 3,775.00 7,727.000 3,863.50 29 REMOVE PAVEMENT MARKING SQFT 2.0000 3,120.00 1,053.300 2,106.60 30 REMOVE ROADSIDE SIGN EA 75.0000 2,700.00 36.000 2,700.00 31 REMOVE ROADSIDE SIGN EA 150.0000 150.00 1.000 150.00 (STRAP AND SADDLE BRACKET METHOD) 32 REMOVE ROADSIDE SIGN PANEL EA 150.0000 150.00 1.000 150.00 33 REMOVE CULVERT LF 5.0000 900.00 172.000 860.00 34 REMOVE INLET EA 550.0000 550.00 2.000 1,100.00 35 RELAY CONCRETE FLARED END SECTION EA 750.0000 6,000.00 8.000 6,000.00 36 REMOVE CONCRETE (CURB, GUTTER, AND CY 75.0000 3,750.00 36.716 2,753.70 SIDEWALK) 37 CLEARING AND GRUBBING LS 25,000.0000 25,000.00 1.000 25,000.00 38 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 39 ROADWAY EXCAVATION CY 8.5000 709,750.00 91,837.000 780,614.50 40 LEAD COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 41 SHOULDER BACKING TON 25.0000 38,500.00 589.010 14,725.25 42 SAND BACKFILL CY 120.0000 2,160.00 18.000 2,160.00 43 IMPORTED BORROW CY 40.0000 4,000.00 103.900 4,156.00 44 EROSION CONTROL (TYPE D) ACRE 4,723.0000 85,014.00 11.080 52,330.84 45 CLASS 2 AGGREGATE BASE CY 30.0000 247,800.00 8,250.870 247,526.10 46 SEAL RANDOM CRACKS LNMI 2,850.0000 8,550.00 2.790 7,951.50 47 SLURRY SEAL TON 335.0000 60,300.00 0.000 0.00 48 REPLACE ASPHALT CONCRETE SURFACING CY 212.0000 301,040.00 2,784.904 590,399.65 49 HOT MIX ASPHALT (TYPE A) TON 68.0000 446,080.00 6,184.290 420,531.72 PROGRAM CAS145 PAGE 3 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-370704 TIME 09:47 AM ESTIMATE NO. 11 BID OPENING 04/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 SHOULDER RUMBLE STRIP LF 0.7500 2,745.00 4,330.000 3,247.50 (HMA,GROUND-IN INDENTATIONS) 51 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 1.3500 985.50 833.000 1,124.55 52 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 1.3500 3,834.00 2,871.000 3,875.85 53 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 1.3500 129.60 94.000 126.90 54 PLACE HOT MIX ASPHALT SQYD 54.0000 4,482.00 79.100 4,271.40 (MISCELLANEOUS AREA) 55 CONCRETE PAVEMENT CY 395.0000 280,450.00 752.820 297,363.90 56 SEAL PAVEMENT JOINT LF 10.0000 14,900.00 1,665.400 16,654.00 57 MINOR CONCRETE (MINOR STRUCTURE) CY 925.0000 13,875.00 14.710 13,606.75 F) 58 MINOR CONCRETE (BACKFILL) CY 130.0000 2,600.00 19.500 2,535.00 59 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 7.1500 79,322.10 11,094.000 79,322.10 F) WITH WALKWAY) 60 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 1.5400 17,084.76 11,094.000 17,084.76 F) WITH WALKWAY) 61 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 21.0000 1,911.00 91.000 1,911.00 62 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.1500 2,436.00 233.300 2,368.00 (0.063"-UNFRAMED) 63 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.9800 1,647.00 148.800 1,633.82 (0.080"-UNFRAMED) 64 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 2,850.00 187.400 2,811.00 (0.080"-FRAMED) 65 ROADSIDE SIGN - ONE POST EA 245.0000 7,350.00 32.000 7,840.00 66 ROADSIDE SIGN - TWO POST EA 625.0000 5,625.00 9.000 5,625.00 67 INSTALL ROADSIDE SIGN EA 1,850.0000 5,550.00 3.000 5,550.00 (LAMINATED WOOD BOX POST) 68 24" ALTERNATIVE PIPE CULVERT LF 70.0000 31,500.00 452.000 31,640.00 69 18" REINFORCED CONCRETE PIPE LF 110.0000 12,100.00 108.000 11,880.00 70 24" REINFORCED CONCRETE PIPE LF 120.0000 4,080.00 36.000 4,320.00 71 30" REINFORCED CONCRETE PIPE LF 150.0000 7,200.00 48.000 7,200.00 72 48" REINFORCED CONCRETE PIPE LF 200.0000 76,000.00 382.000 76,400.00 73 JACKED 48" PIPE LF 800.0000 128,000.00 160.000 128,000.00 74 12" CORRUGATED STEEL PIPE LF 120.0000 1,440.00 0.000 0.00 75 8" CORRUGATED STEEL FLUME DOWNDRAIN LF 22.0000 5,720.00 258.000 5,676.00 76 18" TAPERED INLET EA 375.0000 2,625.00 7.000 2,625.00 PROGRAM CAS145 PAGE 4 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-370704 TIME 09:47 AM ESTIMATE NO. 11 BID OPENING 04/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FLUME ANCHOR ASSEMBLY EA 250.0000 6,750.00 27.000 6,750.00 78 24" CONCRETE FLARED END SECTION EA 750.0000 1,500.00 2.000 1,500.00 79 24" ALTERNATIVE FLARED END SECTION EA 485.0000 2,425.00 5.000 2,425.00 80 ROCK SLOPE PROTECTION TON 70.0000 4,830.00 68.500 4,795.00 (FACING, METHOD B) 81 ROCK SLOPE PROTECTION FABRIC SQYD 6.0000 270.00 42.200 253.20 82 MINOR CONCRETE (CURB) LF 17.5000 1,925.00 106.000 1,855.00 83 MINOR CONCRETE (MISCELLANEOUS CY 545.0000 10,355.00 20.260 11,041.70 CONSTRUCTION) 84 MINOR CONCRETE (CURB AND GUTTER) CY 335.0000 9,715.00 27.620 9,252.70 85 MINOR CONCRETE (SIDEWALK) CY 452.0000 9,040.00 20.350 9,198.20 86 MINOR CONCRETE (TEXTURED PAVING) SQYD 78.7500 33,075.00 425.840 33,534.90 87 MINOR CONCRETE (CURB RAMP) CY 1,250.0000 2,500.00 1.970 2,462.50 88 MISCELLANEOUS IRON AND STEEL LB 2.5000 5,350.00 2,140.000 5,350.00 F) 89 FENCE (TYPE WM, METAL POST) LF 4.4500 19,624.50 3,651.000 16,246.95 90 CHAIN LINK FENCE (TYPE CL-6) LF 11.7500 16,332.50 1,590.000 18,682.50 91 SURVEY MONUMENT (TYPE A) EA 500.0000 2,000.00 4.000 2,000.00 92 DELINEATOR (CLASS 1) EA 39.5000 1,264.00 51.000 2,014.50 93 MARKER (CULVERT) EA 55.0000 715.00 13.000 715.00 94 OBJECT MARKER (TYPE L-1) EA 55.0000 110.00 4.000 220.00 95 VEGETATION CONTROL (MINOR CONCRETE) SQYD 40.5000 3,442.50 106.020 4,293.81 96 CHAIN LINK RAILING LF 73.0000 5,110.00 80.000 5,840.00 97 CABLE RAILING LF 39.0000 4,680.00 120.000 4,680.00 98 TRANSITION RAILING (TYPE WB) EA 3,375.0000 13,500.00 4.000 13,500.00 99 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,050.0000 6,100.00 2.000 6,100.00 00 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 5,000.00 2.000 5,000.00 01 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 12,400.00 15,638.000 6,255.20 73,233.000 29,293.20 02 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 2,800.00 3,042.000 3,042.00 03 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.9000 468.00 493.000 443.70 (BROKEN 12-3) PROGRAM CAS145 PAGE 5 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-370704 TIME 09:47 AM ESTIMATE NO. 11 BID OPENING 04/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 THERMOPLASTIC PAVEMENT MARKING SQFT 4.5000 11,790.00 60.000 270.00 2,709.900 12,194.55 05 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 122.50 584.000 204.40 (BROKEN 12-3) 06 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 2,639.00 8,727.000 3,054.45 (BROKEN 36-12) 07 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.3500 1,207.50 2,642.000 924.70 (BROKEN 17-7) 08 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.7500 3,037.50 66.000 247.50 1,020.000 3,825.00 09 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 1.000 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 10 SIGNAL AND LIGHTING (LOCATION 1) LS 111,375.6100 111,375.61 1.000 111,375.61 11 SIGNAL AND LIGHTING (LOCATION 2) LS 125,922.6500 125,922.65 1.000 125,922.65 12 SIGNAL AND LIGHTING LS 155,120.8900 155,120.89 1.000 155,120.89 (CITY STREET LOCATION 3) 13 LIGHTING LS 110,774.0200 110,774.02 1.000 110,774.02 14 CHANGEABLE MESSAGE SIGN (LOCATION 1) LS 19,775.1100 19,775.11 1.000 19,775.11 15 CHANGEABLE MESSAGE SIGN (LOCATION 2) LS 13,282.1100 13,282.11 1.000 13,282.11 16 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 17 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 500.00 1.000 250.00 PROGRAM CAS145 PAGE 6 DATE 04/22/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-370704 TIME 09:47 AM ESTIMATE NO. 11 BID OPENING 04/22/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/10 R.E. NAME: ROGERS, JIM DATE OF THIS ESTIMATE 04/22/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 22,297.70 3,982,877.60 ADJUSTMENT OF COMPENSATION 0.00 80,000.00 EXTRA WORK 221,736.40 288,668.91 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 244,034.10 4,351,546.51 18 MOBILIZATION LS 71,000.0000 71,000.00 1.000 71,000.00 ORIGINAL CONTRACT AMOUNT 3,836,115.86 TOTAL WORK COMPLETED 244,034.10 4,422,546.51 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 254,034.10 4,422,546.51 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 05/28/09 120 06/08/09 07/22/09 05/20/10 113 71 0 0 99% 94% PROGRESS IS SATISFACTORY ROGERS, JIM RESIDENT ENGINEER PROGRAM CAS145 DATE 04/22/10