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 08/25/10 EST. NO.08 TIME 10:10 AM R.E. NAME: BOUZID, SALAH 03-1C9714 --------------------------------------------------------------------------- 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 0086 1,667.09 E.W. @ F.A.(+) 080410 N 85 0 0087 1,663.93 080510 N 86 0 0089 1,492.76 080910 N 88 0 0090 1,683.76 080110 N 89 0 0091 889.28 072610 N 90 0 0092 1,151.88 072710 N 91 0 0093 1,240.15 072810 N 92 0 0094 1,251.10 072910 N 93 0 0095 1,492.76 080310 N 94 0 0096 1,538.90 080210 N 95 0 14,071.61 TOTAL THIS ESTIMATE 314,322.38 TOTAL PREVIOUS ESTIMATE 328,393.99 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 08/25/10 EST. NO.08 TIME 10:10 AM R.E. NAME: BOUZID, SALAH 03-1C9714 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION PER LTR DATED 9/09 -5,000.00 03 PER LTR DATED 10/09 -5,000.00 04 RETURN 10/09 DEDUCT 5,000.00 08 RETURN 9/09 DEDUCT 5,000.00 08 10,000.00 0.00 TOTAL DEDUCTIONS 10,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:10 AM ESTIMATE NO. 08 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/25/10 LOCATION RERUN PROGRESS ESTIMATE 03-PLA-267-8.7/9.9 ----------------------- Q AND D CONSTRUCTION CO IN PLACER COUNTY NEAR KINGS BEACH P O BOX 10865 FROM 1.2 KM NORTH OF ROUTE 28 RENO NV 89510 TO ROUTE 28 FED. AID NO. ACST-P267(18)E ,P-P267(18)E WATER QUALITY DRAINAGE IMPROVEMENT ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 3,750.00 02 TIME-RELATED OVERHEAD WDAY 1,225.0000 220,500.00 43.000 52,675.00 127.000 155,575.00 03 TEMPORARY FENCE (TYPE ESA) LF 3.0000 7,830.00 2,618.000 7,854.00 04 CONSTRUCTION SITE MANAGEMENT LS 34,000.0000 34,000.00 0.216 7,344.00 0.736 25,024.00 05 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 0.096 624.00 0.781 5,076.50 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 2.2000 34,100.00 13,912.000 30,606.40 07 TEMPORARY SILT FENCE LF 4.0000 8,000.00 100.000 400.00 220.000 880.00 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,500.0000 3,500.00 1.000 3,500.00 09 TEMPORARY COVER SQYD 4.0000 4,000.00 685.000 2,740.00 685.000 2,740.00 10 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 2.000 1,000.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 240.0000 14,880.00 13.000 3,120.00 60.000 14,400.00 12 TEMPORARY HYDRAULIC MULCH SQYD 1.2500 3,750.00 3,000.000 3,750.00 (POLYMER STABILIZED FIBER MATRIX) 13 STREET SWEEPING LS 43,400.0000 43,400.00 0.239 10,372.60 0.704 30,553.60 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 14,000.0000 14,000.00 0.239 3,346.00 0.671 9,394.00 15 CONSTRUCTION AREA SIGNS LS 10,400.0000 10,400.00 0.072 748.80 0.690 7,176.00 16 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.239 33,460.00 0.705 98,700.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 21,600.0000 21,600.00 0.239 5,162.40 0.705 15,228.00 18 REMOVE TESTING WELL EA 1,500.0000 3,000.00 1.000 1,500.00 1.000 1,500.00 19 REMOVE PAINTED TRAFFIC STRIPE LF 1.0000 1,920.00 0.000 0.00 20 REMOVE PAINTED PAVEMENT MARKING SQFT 2.0000 168.00 0.000 0.00 21 REMOVE CULVERT LF 15.0000 3,900.00 252.000 3,780.00 252.000 3,780.00 22 REMOVE INLET EA 500.0000 500.00 1.000 500.00 1.000 500.00 PROGRAM CAS145 PAGE 2 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:10 AM ESTIMATE NO. 08 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE HEADWALL EA 600.0000 1,200.00 2.000 1,200.00 2.000 1,200.00 24 REMOVE ASPHALT CONCRETE SURFACING SQYD 10.0000 500.00 49.700 497.00 49.700 497.00 25 RESET ROADSIDE SIGN EA 250.0000 2,500.00 0.000 0.00 26 RELOCATE ROADSIDE SIGN EA 300.0000 2,100.00 0.000 0.00 27 ADJUST SEWER CLEANOUT TO GRADE EA 200.0000 1,600.00 10.000 2,000.00 28 ADJUST WATER METER TO GRADE EA 250.0000 1,750.00 28.000 7,000.00 29 ADJUST WATER VALVE COVER TO GRADE EA 550.0000 7,150.00 2.000 1,100.00 13.000 7,150.00 30 ADJUST GAS VALVE COVER TO GRADE EA 550.0000 2,200.00 1.000 550.00 3.000 1,650.00 31 ADJUST INLET EA 1,200.0000 2,400.00 2.000 2,400.00 32 ADJUST FRAME AND COVER TO GRADE EA 800.0000 12,800.00 9.000 7,200.00 33 ADJUST UTILITY COVER TO GRADE EA 800.0000 5,600.00 13.000 10,400.00 34 PLASTIC PIPE LINER (21.50" O.D.) LF 370.0000 37,000.00 0.000 0.00 35 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 9.0000 16,200.00 1,028.900 9,260.10 36 CLEARING AND GRUBBING LS 29,500.0000 29,500.00 0.200 5,900.00 1.000 29,500.00 37 ROADWAY EXCAVATION CY 18.5000 25,160.00 1,288.000 23,828.00 38 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 39 STRUCTURE EXCAVATION (TYPE D) CY 140.0000 28,280.00 54.400 7,616.00 202.000 28,280.00 F) 40 STRUCTURE EXCAVATION (CONTAMINATED) LS 8,250.0000 8,250.00 1.000 8,250.00 F) 41 STRUCTURE BACKFILL CY 430.0000 18,920.00 15.000 6,450.00 44.000 18,920.00 F) 42 DITCH EXCAVATION CY 20.0000 4,200.00 200.300 4,006.00 200.300 4,006.00 43 IMPORTED BORROW CY 21.5000 31,820.00 1,300.000 27,950.00 1,300.000 27,950.00 44 SOIL REINFORCEMENT SQYD 28.0000 1,820.00 0.000 0.00 45 IMPORTED TOPSOIL CY 70.0000 11,200.00 151.000 10,570.00 151.000 10,570.00 46 EROSION CONTROL (BLANKET) SQYD 5.0000 5,250.00 0.000 0.00 47 EROSION CONTROL (TYPE D) SQYD 2.5000 26,000.00 5,219.000 13,047.50 48 BOULDER PLACEMENT LS 9,500.0000 9,500.00 0.750 7,125.00 0.750 7,125.00 49 COMPOST, INCORPORATE SQYD 10.8000 70,524.00 3,086.000 33,328.80 PROGRAM CAS145 PAGE 3 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:10 AM ESTIMATE NO. 08 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 4,000.00 1.000 500.00 3.000 1,500.00 51 8" GATE VALVE EA 1,900.0000 3,800.00 2.000 3,800.00 2.000 3,800.00 52 CLASS 2 AGGREGATE BASE CY 102.0000 133,620.00 1,098.290 112,025.58 1,308.900 133,507.80 53 HOT MIX ASPHALT (TYPE A) TON 90.5000 520,375.00 3,289.950 297,740.48 54 HOT MIX ASPHALT (LEVELING) TON 113.0000 340,130.00 369.740 41,780.62 1,169.450 132,147.85 55 PAVING ASPHALT (BINDER, GEOSYNTHETIC TON 1,200.0000 9,600.00 0.000 0.00 PAVEMENT INTERLAYER) 56 GEOSYNTHETIC PAVEMENT INTERLAYER SQYD 1.4000 43,400.00 0.000 0.00 57 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 90.0000 810.00 0.000 0.00 58 PLACE HOT MIX ASPHALT SQYD 13.0000 16,120.00 1,218.000 15,834.00 (MISCELLANEOUS AREA) 59 STRUCTURAL CONCRETE CY 660.0000 38,940.00 16.000 10,560.00 59.000 38,940.00 F) 60 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 168,980.00 55.670 94,639.00 85.034 144,557.80 F) 61 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2500 20,550.00 3,955.000 4,943.75 16,440.000 20,550.00 F) 62 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 20.0000 620.00 0.000 0.00 (0.063"-UNFRAMED) 63 ROADSIDE SIGN - ONE POST EA 300.0000 2,700.00 0.000 0.00 64 8" PLASTIC PIPE LF 42.0000 2,562.00 61.000 2,562.00 61.000 2,562.00 65 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 122,220.00 468.000 29,484.00 521.000 32,823.00 PIPE (ENCASED) 66 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 73.000 5,183.00 73.000 5,183.00 PIPE (TYPE S) 67 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 61.500 4,366.50 61.500 4,366.50 PIPE 68 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 319,410.00 863.000 54,369.00 5,636.000 355,068.00 PIPE (TYPE S, ENCASED) 69 24" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 10,650.00 147.000 10,437.00 PIPE (TYPE S, ENCASED) 70 PERMEABLE MATERIAL CY 52.0000 1,820.00 40.300 2,095.60 40.800 2,121.60 71 18" STEEL FLARED END SECTION EA 460.0000 4,140.00 7.000 3,220.00 7.000 3,220.00 72 ROCK SLOPE PROTECTION (1/4 T, METHOD A) CY 90.0000 3,240.00 0.000 0.00 73 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 90.0000 25,200.00 20.200 1,818.00 25.100 2,259.00 74 ROCK SLOPE PROTECTION CY 100.0000 1,600.00 0.000 0.00 (BACKING NO. 3, METHOD B) 75 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 3,720.00 157.100 628.40 173.200 692.80 76 MINOR CONCRETE (CURB AND GUTTER) CY 285.0000 236,550.00 290.900 82,906.50 782.600 223,041.00 PROGRAM CAS145 PAGE 4 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:10 AM ESTIMATE NO. 08 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 MISCELLANEOUS IRON AND STEEL LB 2.0500 30,955.00 7,896.000 16,186.80 13,723.200 28,132.56 F) 78 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 23,875.00 2,054.000 5,135.00 9,550.000 23,875.00 F) 79 VEHICLE BARRIER EA 120.0000 16,800.00 0.000 0.00 80 8" THERMOPLASTIC TRAFFIC STRIPE LF 1.5000 585.00 0.000 0.00 (RECESSED) 81 THERMOPLASTIC PAVEMENT MARKING SQFT 10.0000 4,300.00 0.000 0.00 (RECESSED) 82 4" THERMOPLASTIC TRAFFIC STRIPE LF 1.1000 16,500.00 0.000 0.00 (RECESSED) 83 4" TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 10,300.00 0.000 0.00 84 TWO-COMPONENT PAINT TRAFFIC STRIPE LF 1.0000 2,570.00 0.000 0.00 (BROKEN 12-3) 85 TWO-COMPONENT PAINT PAVEMENT MARKING LF 5.0000 2,900.00 0.000 0.00 86 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 0.500 2,500.00 SYSTEM ELEMENTS DURING CONSTRUCTION 87 MODIFY LIGHTING LS 115,000.0000 115,000.00 0.450 51,750.00 0.754 86,710.00 PROGRAM CAS145 PAGE 5 DATE 08/25/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:10 AM ESTIMATE NO. 08 BID OPENING 03/11/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 08/20/10 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 08/25/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 726,690.55 2,250,119.29 ADJUSTMENT OF COMPENSATION 0.00 150,932.21 EXTRA WORK 14,071.61 177,461.78 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 740,762.16 2,578,513.28 88 MOBILIZATION LS 134,800.0000 134,800.00 1.000 134,800.00 ORIGINAL CONTRACT AMOUNT 3,365,334.00 TOTAL WORK COMPLETED 740,762.16 2,713,313.28 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 10,000.00 0.00 TOTAL 750,762.16 2,713,313.28 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 04/06/09 180 06/30/09 06/30/09 11/04/10 128 158 0 0 71% 71% PROGRESS IS SATISFACTORY BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 08/25/10