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 11/28/07 EST. NO.25 TIME 12:46 PM R.E. NAME: BADE, TIM 02-310404 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 11/28/07 EST. NO.25 TIME 12:46 PM R.E. NAME: BADE, TIM 02-310404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON-COMPL. -630,442.17 11 SWPPP NON COMPLIANCE 630,442.17 12 OUT OF STATE INSPEC -5,000.00 20 0.00 -5,000.00 EQUAL EMPLOYMENT OPPORTUNITY FHWA 1391 -10,000.00 10 RCV'D FHWA 1391 10,000.00 11 0.00 0.00 LABOR COMPLIANCE VIOLATION LTR DATED 11/05 -1,500.00 03 RECEIVED PAYROLLS 1,500.00 05 PER LTR. 07/06 -3,000.00 08 PER LTR. 08/06 -7,000.00 09 REC'D PAYROLLS 10,000.00 15 PER LTR DATED 7/07 -5,000.00 21 PER LTR DATED 9/07 -2,000.00 23 PER LTR DATED 10/07 -5,000.00 24 RETURN 7/07 DEDUCT 5,000.00 24 PER LTR DATED 11/07 -2,000.00 25 -2,000.00 -9,000.00 OVERBID ITEMS OVERBID ITEM NO. 004 -5,625.00 01 0.00 -5,625.00 TOTAL DEDUCTIONS -2,000.00 -19,625.00 PROGRAM CAS145 PAGE 1 DATE 11/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-310404 TIME 12:46 PM ESTIMATE NO. 25 BID OPENING 05/24/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 11/28/07 LOCATION RERUN PROGRESS ESTIMATE 02-SHA-89-29.4/43.3 ----------------------- STEVE MANNING CONSTRUCTION INC IN SHASTA AND SISKIYOU COUNTIES P O BOX 491660 NEAR BARTLE FROM LAKE BRITTON REDDING CA 96049 BRIDGE TO 0.2 KM NORTH OF SHASTA COUNTY FED. AID NO. ACNH-P089(86)E RESURFACE ASPHALT CONCRETE ------------------------------------------------------------------------------------------------------------------------------------ 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 15,000.0000 15,000.00 0.250 3,750.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 432,000.00 20.000 24,000.00 282.000 338,400.00 03 TEMPORARY FENCE (TYPE ESA) M 18.0000 66,600.00 3,689.000 66,402.00 04 PREPARE STORM WATER POLLUTION LS 10,000.0000 10,000.00 0.750 7,500.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 195,000.0000 195,000.00 0.640 124,800.00 06 CONSTRUCTION AREA SIGNS LS 15,000.0000 15,000.00 0.833 12,495.00 S) 07 TRAFFIC CONTROL SYSTEM LS 1198,895.0000 1,198,895.00 0.050 59,944.75 0.950 1,138,950.25 S) 08 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 13,050.00 1,847.500 9,237.50 S) 09 TEMPORARY PAVEMENT MARKING (TAPE) M2 250.0000 800.00 5.560 1,390.00 S) 10 CHANNELIZER (SURFACE MOUNTED) EA 42.0000 1,134.00 32.000 1,344.00 11 TEMPORARY SIGNAL SYSTEM LS 75,000.0000 75,000.00 1.000 75,000.00 S) 12 PORTABLE CHANGEABLE MESSAGE SIGN LS 90,000.0000 90,000.00 0.050 4,500.00 0.950 85,500.00 S) 13 TEMPORARY FLASHING BEACON LS 20,000.0000 20,000.00 0.000 0.00 S) 14 TEMPORARY RAILING (TYPE K) M 59.0000 60,770.00 998.000 58,882.00 15 TEMPORARY CRASH CUSHION MODULE EA 300.0000 16,800.00 56.000 16,800.00 S) 16 ABANDON CULVERT EA 1,300.0000 15,600.00 7.000 9,100.00 17 OBLITERATE SURFACING M2 8.0000 6,080.00 1,134.000 9,072.00 18 REMOVE METAL BEAM GUARD RAILING M 32.0000 2,560.00 77.300 2,473.60 S) 19 REMOVE FLARED END SECTION EA 50.0000 100.00 2.000 100.00 20 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 7.5000 14,100.00 1,210.000 9,075.00 S) STRIPE 21 REMOVE TRAFFIC STRIPE M 5.0000 650.00 0.000 0.00 S) 22 REMOVE ROADSIDE SIGN EA 70.0000 6,090.00 83.000 5,810.00 83.000 5,810.00 PROGRAM CAS145 PAGE 2 DATE 11/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-310404 TIME 12:46 PM ESTIMATE NO. 25 BID OPENING 05/24/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 11/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE CULVERT EA 900.0000 1,800.00 1.000 900.00 24 REMOVE INLET EA 100.0000 100.00 1.000 100.00 25 REMOVE HEADWALL AND WINGWALL EA 200.0000 3,000.00 23.000 4,600.00 26 RESET ROADSIDE SIGN (ONE POST) EA 300.0000 2,400.00 0.000 0.00 27 RELOCATE ROADSIDE SIGN EA 300.0000 1,200.00 1.000 300.00 1.000 300.00 28 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 8.0000 4,880.00 653.400 5,227.20 S) 29 PULVERIZE ROADBED STA 1,600.0000 304,000.00 200.480 320,768.00 30 BRIDGE REMOVAL LS 35,000.0000 35,000.00 1.000 35,000.00 31 CLEARING AND GRUBBING LS 200,000.0000 200,000.00 0.050 10,000.00 1.000 200,000.00 32 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 33 BINDER (DUST PALLIATIVE) TONN 180.0000 32,400.00 0.000 0.00 34 STEEL GRADE STAKES EA 10.0000 20,900.00 1,204.000 12,040.00 35 ROADWAY EXCAVATION M3 17.8000 1,958,000.00 876.530 15,602.23 117,722.500 2,095,460.50 36 LEAD COMPLIANCE PLAN LS 2,000.0000 2,000.00 1.000 2,000.00 37 STRUCTURE EXCAVATION (TYPE D) M3 200.0000 40,000.00 200.000 40,000.00 F) 38 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 12,000.00 120.000 12,000.00 F) 39 PERVIOUS BACKFILL MATERIAL M3 120.0000 4,800.00 40.000 4,800.00 F) 40 SAND BACKFILL M3 60.0000 2,040.00 20.120 1,207.20 41 DITCH EXCAVATION M3 18.8000 11,656.00 584.240 10,983.71 42 IMPORTED MATERIAL (SHOULDER BACKING) TONN 16.0000 312,000.00 6,494.470 103,911.52 43 SUBGRADE ENHANCEMENT FABRIC M2 7.0000 4,200.00 0.000 0.00 44 WEED BARRIER (MINOR CONCRETE) M3 300.0000 51,000.00 23.550 7,065.00 168.350 50,505.00 45 MULCH (EROSION CONTROL) M3 60.0000 60,000.00 0.000 0.00 S) 46 EROSION CONTROL (BLANKET) M2 4.8000 7,200.00 3,061.200 14,693.76 S) 47 STRAW (EROSION CONTROL) TONN 280.0000 36,400.00 161.400 45,192.00 S) 48 FIBER (EROSION CONTROL) KG 1.0000 20,800.00 30,513.400 30,513.40 S) 49 COMPOST (EROSION CONTROL) M3 140.0000 11,620.00 121.100 16,954.00 S) PROGRAM CAS145 PAGE 3 DATE 11/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-310404 TIME 12:46 PM ESTIMATE NO. 25 BID OPENING 05/24/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 11/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PURE LIVE SEED (EROSION CONTROL) KG 98.0000 138,180.00 2,448.380 239,941.24 S) 51 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 2.8000 10,920.00 5,423.500 15,185.80 S) 52 STABILIZING EMULSION (EROSION CONTROL) KG 3.6000 12,636.00 5,163.800 18,589.68 S) 53 FINISHING ROADWAY LS 70,000.0000 70,000.00 0.000 0.00 54 CLASS 2 AGGREGATE BASE TONN 18.8000 1,425,040.00 78,476.040 1,475,349.55 55 SEAL RANDOM CRACKS LNKM 4,500.0000 14,850.00 0.000 0.00 56 ASPHALT CONCRETE TONN 85.0000 71,400.00 1,658.990 141,014.15 (TYPE A, 12.5 MAXIMUM MEDIUM) 57 REPLACE ASPHALT CONCRETE SURFACING M3 403.0000 173,290.00 0.000 0.00 58 ASPHALT CONCRETE (TYPE A) TONN 89.0000 8,873,300.00 271.120 24,129.68 94,487.570 8,409,393.73 59 PLACE ASPHALT CONCRETE DIKE M 5.0000 14,450.00 3,093.100 15,465.50 3,093.100 15,465.50 60 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 10.0000 13,700.00 689.180 6,891.80 2,280.030 22,800.30 AREA) 61 SHOULDER RUMBLE STRIP STA 97.0000 41,710.00 179.680 17,428.96 404.280 39,215.16 (AC, GROUND-IN INDENTATIONS) 62 CONCRETE PAVEMENT M3 570.0000 131,100.00 0.000 0.00 63 SEAL PAVEMENT JOINT M 75.0000 12,000.00 0.000 0.00 64 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 1,320.0000 31,680.00 24.000 31,680.00 F) 65 STRUCTURAL CONCRETE, BRIDGE M3 1,250.0000 267,500.00 214.000 267,500.00 F) 66 CLASS 2 CONCRETE (BOX CULVERT) M3 1,600.0000 73,600.00 46.000 73,600.00 F) 67 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 238,800.00 197.170 236,604.00 F) 68 MINOR CONCRETE (BACKFILL) M3 280.0000 56,000.00 188.860 52,880.80 69 DRILL AND BOND DOWEL M 200.0000 2,800.00 5.700 1,140.00 70 BAR REINFORCING STEEL (BRIDGE) KG 3.0000 69,195.00 23,065.000 69,195.00 SF) 71 BAR REINFORCING STEEL (EPOXY COATED) KG 3.0000 12,510.00 4,170.000 12,510.00 SF) 72 BAR REINFORCING STEEL (BOX CULVERT) KG 3.0000 14,724.00 4,908.000 14,724.00 F) 73 ROADSIDE SIGN (SPECIAL METAL POST) EA 2,000.0000 22,000.00 12.000 24,000.00 12.000 24,000.00 74 ROADSIDE SIGN - ONE POST EA 400.0000 28,000.00 21.000 8,400.00 69.000 27,600.00 75 ROADSIDE SIGN - TWO POST EA 600.0000 10,800.00 13.000 7,800.00 13.000 7,800.00 76 600 MM ALTERNATIVE PIPE CULVERT M 352.0000 443,520.00 1,243.180 437,599.36 PROGRAM CAS145 PAGE 4 DATE 11/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-310404 TIME 12:46 PM ESTIMATE NO. 25 BID OPENING 05/24/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 11/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 750 MM ALTERNATIVE PIPE CULVERT M 378.0000 15,876.00 43.800 16,556.40 78 900 MM ALTERNATIVE PIPE CULVERT M 420.0000 36,540.00 89.200 37,464.00 79 1225 MM X 825 MM ALTERNATIVE PIPE M 460.0000 119,600.00 260.000 119,600.00 ARCH CULVERT 80 450 MM CORRUGATED STEEL PIPE M 350.0000 42,000.00 115.900 40,565.00 (2.77 MM THICK) 81 600 MM CORRUGATED STEEL PIPE M 375.0000 3,375.00 14.500 5,437.50 (2.77 MM THICK) 82 750 MM CORRUGATED STEEL PIPE M 390.0000 8,190.00 21.000 8,190.00 (2.77 MM THICK) 83 900 MM CORRUGATED STEEL PIPE M 435.0000 9,570.00 21.500 9,352.50 (2.77 MM THICK) 84 1225 MM X 825 MM CORRUGATED STEEL PIPE M 520.0000 2,340.00 4.500 2,340.00 ARCH (3.51 MM THICK) 85 FLUME DOWNDRAIN M 40.0000 4,400.00 92.000 3,680.00 86 TAPERED INLET EA 150.0000 2,250.00 14.000 2,100.00 87 FLUME ANCHOR ASSEMBLY EA 100.0000 4,500.00 31.000 3,100.00 88 450 MM STEEL FLARED END SECTION EA 150.0000 1,950.00 14.000 2,100.00 89 600 MM STEEL FLARED END SECTION EA 200.0000 400.00 3.000 600.00 90 750 MM STEEL FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 91 900 MM STEEL FLARED END SECTION EA 600.0000 1,200.00 2.000 1,200.00 92 600 MM ALTERNATIVE FLARED END SECTION EA 250.0000 13,500.00 55.000 13,750.00 93 750 MM ALTERNATIVE FLARED END SECTION EA 400.0000 800.00 2.000 800.00 94 1225 MM X 825 MM STEEL FLARED END EA 970.0000 970.00 1.000 970.00 PIPE ARCH SECTION 95 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 65.0000 63,050.00 935.770 60,825.05 96 ROCK SLOPE PROTECTION M3 65.0000 48,100.00 592.660 38,522.90 (FACING, METHOD B) 97 ROCK SLOPE PROTECTION M3 65.0000 2,080.00 31.400 2,041.00 (BACKING NO. 3, METHOD B) 98 GABION M3 400.0000 3,200.00 8.000 3,200.00 99 MINOR CONCRETE (CHANNEL LINING) M3 900.0000 4,500.00 5.220 4,698.00 00 ROCK SLOPE PROTECTION FABRIC M2 4.0000 10,520.00 2,481.920 9,927.68 01 MISCELLANEOUS IRON AND STEEL KG 5.0000 5,940.00 1,188.000 5,940.00 F) 02 DELINEATOR (CLASS 2) EA 50.0000 22,000.00 220.000 11,000.00 488.000 24,400.00 03 HIGHWAY POST MARKER EA 70.0000 2,240.00 2.000 140.00 32.000 2,240.00 PROGRAM CAS145 PAGE 5 DATE 11/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-310404 TIME 12:46 PM ESTIMATE NO. 25 BID OPENING 05/24/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 11/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 MARKER (CULVERT) EA 70.0000 13,300.00 6.000 420.00 196.000 13,720.00 05 OBJECT MARKER (TYPE L) EA 50.0000 1,400.00 42.000 2,100.00 62.000 3,100.00 06 OBJECT MARKER (TYPE P) EA 90.0000 540.00 2.000 180.00 2.000 180.00 07 METAL BEAM GUARD RAILING (WOOD POST) M 80.0000 258,400.00 100.000 8,000.00 3,482.880 278,630.40 S) 08 CONCRETE BARRIER (TYPE 25 MODIFIED) M 650.0000 28,600.00 45.000 29,250.00 09 CABLE RAILING M 230.0000 13,110.00 29.860 6,867.80 S) 10 TRANSITION RAILING (TYPE WB) EA 2,420.0000 9,680.00 4.000 9,680.00 S) 11 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 75,000.00 4.000 10,000.00 30.000 75,000.00 S) 12 THERMOPLASTIC PAVEMENT MARKING M2 65.0000 12,350.00 110.290 7,168.85 110.290 7,168.85 S) 13 THERMOPLASTIC TRAFFIC STRIPE M 0.7000 49,490.00 1,347.600 943.32 91,751.600 64,226.12 S) (SPRAYABLE) 14 PAVEMENT MARKER EA 10.0000 51,600.00 2,685.000 26,850.00 5,614.000 56,140.00 S) (RETROREFLECTIVE-RECESSED) 15 LIGHTING (LOCATION 1) LS 83,000.0000 83,000.00 1.000 83,000.00 S) 16 LIGHTING (LOCATION 2) LS 158,000.0000 158,000.00 1.000 158,000.00 S) PROGRAM CAS145 PAGE 6 DATE 11/28/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-310404 TIME 12:46 PM ESTIMATE NO. 25 BID OPENING 05/24/05 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/20/07 R.E. NAME: BADE, TIM DATE OF THIS ESTIMATE 11/28/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 298,140.09 17,847,589.11 ADJUSTMENT OF COMPENSATION 0.00 629,422.91 EXTRA WORK 0.00 1,039,094.28 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 298,140.09 19,516,106.30 17 MOBILIZATION LS 1000,000.0000 1,000,000.00 1.000 1,000,000.00 ORIGINAL CONTRACT AMOUNT 19,877,891.00 TOTAL WORK COMPLETED 298,140.09 20,516,106.30 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,000.00 -19,625.00 TOTAL 296,140.09 20,496,481.30 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 08/10/05 360 09/07/05 08/25/05 12/31/07 282 274 -23 0 95% 84% PROGRESS IS SATISFACTORY BADE, TIM RESIDENT ENGINEER PROGRAM CAS145 DATE 11/28/07