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 09/26/07 EST. NO.07 TIME 01:15 PM R.E. NAME: MENDOZA, SERGIO 02-3705U4 --------------------------------------------------------------------------- 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 67,056.78 E.W. @ U.P (+) 070607 N 3 0 67,056.78 TOTAL THIS ESTIMATE 56,177.29 TOTAL PREVIOUS ESTIMATE 123,234.07 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 09/26/07 EST. NO.07 TIME 01:15 PM R.E. NAME: MENDOZA, SERGIO 02-3705U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE SWPPP NON COMPLIANCE -51,697.86 05 RETURN SWPPP 7/7 VIO 51,697.86 07 51,697.86 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 6/07 -4,000.00 04 PER LTR DATED 08/07 -4,000.00 06 PER LTR DATED 9/07 -6,000.00 07 -6,000.00 -14,000.00 TOTAL DEDUCTIONS 45,697.86 -14,000.00 PROGRAM CAS145 PAGE 1 DATE 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3705U4 TIME 01:15 PM ESTIMATE NO. 07 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 09/26/07 LOCATION PROGRESS ESTIMATE 02-SHA-299-50.7/51.9 ----------------- STEVE MANNING CONSTRUCTION IN SHASTA COUNTY NEAR ROUND INC MOUNTAIN FROM 2.8 KM WEST TO 0.9 KM P O BOX 491660 WEST OF BUZZARD ROOST ROAD REDDING CA 96049 FED. AID NO. ACST-P299(151)E ,PH-P299(151)E REALIGN HIGHWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 5,000.0000 5,000.00 0.250 1,250.00 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 1,200.0000 144,000.00 20.000 24,000.00 82.000 98,400.00 03 TEMPORARY FENCE (TYPE ESA) M 19.0000 817.00 90.000 1,710.00 04 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 0.750 3,750.00 PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 20,000.0000 20,000.00 0.157 3,140.00 0.677 13,540.00 06 TEMPORARY FIBER ROLL M 13.0000 26,000.00 1,051.500 13,669.50 1,376.500 17,894.50 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 4,500.00 1.000 1,500.00 08 TEMPORARY CHECK DAM M 13.0000 5,720.00 74.350 966.55 112.350 1,460.55 09 CONSTRUCTION AREA SIGNS LS 7,500.0000 7,500.00 0.129 967.50 0.834 6,255.00 S) 10 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.154 33,880.00 0.677 148,940.00 S) 11 PORTABLE CHANGEABLE MESSAGE SIGN EA 12,000.0000 24,000.00 0.308 3,696.00 1.354 16,248.00 S) 12 ABANDON CULVERT EA 1,800.0000 3,600.00 2.000 3,600.00 13 REMOVE FLARED END SECTION EA 200.0000 200.00 1.000 200.00 14 REMOVE ROADSIDE SIGN EA 120.0000 3,480.00 29.000 3,480.00 29.000 3,480.00 15 REMOVE CULVERT EA 900.0000 1,800.00 1.000 900.00 3.000 2,700.00 16 REMOVE INLET EA 400.0000 1,600.00 4.000 1,600.00 17 RECONSTRUCT FENCE M 150.0000 2,400.00 0.000 0.00 18 RESET ROADSIDE SIGN EA 300.0000 900.00 2.000 600.00 2.000 600.00 19 REMOVE CONCRETE M3 1,200.0000 1,200.00 1.000 1,200.00 20 CLEARING AND GRUBBING LS 18,700.0000 18,700.00 0.020 374.00 1.000 18,700.00 21 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 0.900 9,000.00 22 ROADWAY EXCAVATION M3 10.5000 2,001,300.00 182,788.250 1,919,276.63 PROGRAM CAS145 PAGE 2 DATE 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3705U4 TIME 01:15 PM ESTIMATE NO. 07 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 09/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 SAND BACKFILL M3 100.0000 2,300.00 6.720 672.00 6.720 672.00 24 DITCH EXCAVATION M3 60.0000 11,400.00 188.800 11,328.00 25 IMPORTED MATERIAL (SHOULDER BACKING) TONN 29.0000 48,720.00 331.540 9,614.66 331.540 9,614.66 26 MINOR CONCRETE (WEED BARRIER) M3 540.0000 27,000.00 25.000 13,500.00 25.000 13,500.00 27 EROSION CONTROL (BLANKET) M2 5.0000 88,500.00 6,023.000 30,115.00 6,023.000 30,115.00 S) 28 STRAW (EROSION CONTROL) TONN 690.0000 13,110.00 20.230 13,958.70 20.230 13,958.70 S) 29 FIBER (EROSION CONTROL) KG 3.5000 7,910.00 1,702.000 5,957.00 1,702.000 5,957.00 S) 30 COMPOST (EROSION CONTROL) M3 368.0000 6,992.00 18.230 6,708.64 18.230 6,708.64 S) 31 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 805.0000 1,610.00 0.000 0.00 S) 32 PURE LIVE SEED (EROSION CONTROL) KG 56.0000 33,600.00 531.150 29,744.40 531.150 29,744.40 S) 33 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 3.5000 3,395.00 907.000 3,174.50 907.000 3,174.50 S) 34 STABILIZING EMULSION (EROSION CONTROL) KG 4.6000 4,600.00 771.120 3,547.15 771.120 3,547.15 S) 35 CLASS 2 AGGREGATE BASE M3 56.0000 460,320.00 8,236.650 461,252.40 36 ASPHALT CONCRETE (TYPE A) TONN 121.0000 1,068,430.00 38.640 4,675.44 8,489.490 1,027,228.29 37 PLACE ASPHALT CONCRETE DIKE M 7.0000 4,830.00 822.050 5,754.35 822.050 5,754.35 38 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 60.0000 720.00 13.470 808.20 13.470 808.20 AREA) 39 SHOULDER RUMBLE STRIP STA 400.0000 4,000.00 9.330 3,732.00 9.330 3,732.00 (AC, GROUND-IN INDENTATIONS) 40 MINOR CONCRETE (MINOR STRUCTURE) M3 1,700.0000 167,620.00 96.570 164,169.00 F) 41 MINOR CONCRETE (INVERT PAVING) M3 1,250.0000 51,250.00 39.660 49,575.00 42 MINOR CONCRETE (BACKFILL) M3 500.0000 750.00 1.370 685.00 43 ROADSIDE SIGN - ONE POST EA 600.0000 4,800.00 5.000 3,000.00 5.000 3,000.00 44 600 MM ALTERNATIVE PIPE CULVERT M 312.0000 49,920.00 13.700 4,274.40 141.600 44,179.20 45 900 MM ALTERNATIVE PIPE CULVERT M 380.0000 12,160.00 30.480 11,582.40 46 450 MM CORRUGATED STEEL PIPE M 290.0000 4,060.00 25.500 7,395.00 (2.01 MM THICK) 47 600 MM CORRUGATED STEEL PIPE M 370.0000 4,440.00 11.600 4,292.00 (2.77 MM THICK) 48 900 MM CORRUGATED STEEL PIPE M 410.0000 2,460.00 5.600 2,296.00 (2.77 MM THICK) 49 2740 MM STRUCTURAL STEEL PLATE PIPE M 3,220.0000 315,560.00 97.500 313,950.00 (7.11 MM THICK) PROGRAM CAS145 PAGE 3 DATE 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3705U4 TIME 01:15 PM ESTIMATE NO. 07 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 09/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPERMEABLE MEMBRANE M2 6.0000 14,940.00 1,704.900 10,229.40 51 200 MM CORRUGATED STEEL PIPE DOWNDRAIN M 180.0000 900.00 5.000 900.00 (1.63 MM THICK) 52 200 MM ENTRANCE TAPER EA 250.0000 250.00 1.000 250.00 53 200 MM ANCHOR ASSEMBLY EA 200.0000 400.00 2.000 400.00 54 900 MM CORRUGATED STEEL PIPE INLET M 880.0000 5,280.00 5.400 4,752.00 (2.77 MM THICK) 55 450 MM STEEL FLARED END SECTION EA 180.0000 720.00 4.000 720.00 56 600 MM STEEL FLARED END SECTION EA 240.0000 1,920.00 3.000 720.00 8.000 1,920.00 57 900 MM STEEL FLARED END SECTION EA 540.0000 1,080.00 1.000 540.00 2.000 1,080.00 58 COBBLE AND GRAVEL RIP RAP (75 MM, M3 80.0000 9,600.00 98.820 7,905.60 98.820 7,905.60 METHOD B) 59 ROCK SLOPE PROTECTION (2 TON, METHOD A) M3 78.0000 13,260.00 350.000 27,300.00 60 ROCK SLOPE PROTECTION M3 74.0000 136,900.00 229.200 16,960.80 1,989.496 147,222.70 (BACKING NO. 1, METHOD B) 61 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 67.0000 53,600.00 621.000 41,607.00 62 GABION M3 290.0000 14,790.00 72.000 20,880.00 63 ROCK SLOPE PROTECTION FABRIC M2 5.0000 11,150.00 390.000 1,950.00 2,442.000 12,210.00 64 MISCELLANEOUS IRON AND STEEL KG 4.0000 2,896.00 724.000 2,896.00 SF) 65 DELINEATOR (CLASS 2) EA 70.0000 5,670.00 80.000 5,600.00 80.000 5,600.00 66 MILEPOST MARKER EA 90.0000 630.00 7.000 630.00 7.000 630.00 67 MARKER (CULVERT) EA 90.0000 2,790.00 28.000 2,520.00 28.000 2,520.00 68 OBJECT MARKER (TYPE P) EA 70.0000 560.00 5.000 350.00 5.000 350.00 69 OBJECT MARKER (TYPE L-1) EA 70.0000 840.00 12.000 840.00 12.000 840.00 70 METAL BEAM GUARD RAILING M 98.0000 60,760.00 704.820 69,072.36 704.820 69,072.36 S) 71 CABLE RAILING M 210.0000 6,930.00 33.500 7,035.00 33.500 7,035.00 S) 72 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,700.0000 21,600.00 10.000 27,000.00 10.000 27,000.00 S) 73 THERMOPLASTIC PAVEMENT MARKING M2 138.0000 1,932.00 13.120 1,810.56 13.120 1,810.56 S) 74 THERMOPLASTIC TRAFFIC STRIPE M 4.8000 31,200.00 5,491.570 26,359.54 5,491.570 26,359.54 S) (SPRAYABLE) 75 PAVEMENT MARKER EA 16.0000 5,920.00 486.000 7,776.00 486.000 7,776.00 S) (RETROREFLECTIVE-RECESSED) PROGRAM CAS145 PAGE 4 DATE 09/26/07 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 02-3705U4 TIME 01:15 PM ESTIMATE NO. 07 BID OPENING 10/25/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/20/07 R.E. NAME: MENDOZA, SERGIO DATE OF THIS ESTIMATE 09/26/07 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 403,229.85 4,931,289.73 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 67,056.78 123,234.07 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 470,286.63 5,054,523.80 76 MOBILIZATION LS 555,000.0000 555,000.00 1.000 555,000.00 ORIGINAL CONTRACT AMOUNT 5,869,692.00 TOTAL WORK COMPLETED 470,286.63 5,609,523.80 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 45,697.86 -14,000.00 TOTAL 515,984.49 5,595,523.80 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 11/21/06 130 02/08/07 12/06/06 11/21/07 88 110 0 0 92% 68% PROGRESS IS SATISFACTORY MENDOZA, SERGIO RESIDENT ENGINEER PROGRAM CAS145 DATE 09/26/07