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 09/23/09 EST. NO.03 TIME 10:55 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 0001 635.11 E.W. @ F.A.(+) 072009 N 0001 0 0002 635.11 072109 N 0002 0 0003 646.13 072209 N 0003 0 0004 695.71 072309 N 0004 0 0005 629.60 072409 N 0005 0 0006 679.18 072709 N 0006 0 0007 596.55 072809 N 0007 0 0008 629.60 072909 N 0008 0 0009 596.55 073009 N 0009 0 0010 596.55 073109 N 0010 0 0011 596.55 080309 N 0011 0 0012 596.55 080409 N 0012 0 0013 596.55 080509 N 0013 0 0014 596.55 080609 N 0014 0 0015 596.55 080909 N 0015 0 0016 556.80 081009 N 0016 0 0017 596.55 081109 N 0017 0 0018 596.55 081209 N 0018 0 0019 629.60 081309 N 0019 0 0020 603.24 081409 N 0020 0 0021 641.80 081709 N 0021 0 0022 865.69 081809 N 022 0 0023 865.69 081909 N 023 0 0024 865.69 082009 N 024 0 0025 865.69 082309 N 025 0 0026 913.70 082409 N 026 0 0027 1,205.63 082509 N 027 0 0028 865.69 082609 N 028 0 0029 865.69 082709 N 029 0 0030 917.01 083009 N 030 0 0031 865.69 083109 N 031 0 0032 756.29 090109 N 032 0 0033 865.69 090209 N 033 0 0034 762.99 090309 N 034 0 0035 696.10 090809 N 035 0 0036 1,050.32 090909 N 036 0 0037 696.10 091009 N 037 0 0038 1,298.53 091109 N 038 0 0039 696.10 091409 N 039 0 0040 792.10 091509 N 040 0 0041 2,633.06 091709 N 041 0 008 0001 83,664.00 A.C. @ U.P.(+) 082009 N 0001 0 009 0001 602.19 E.W. @ F.A.(+) 072009 N 0001 0 0002 3,710.47 082109 N 02 0 120,267.49 TOTAL THIS ESTIMATE 0.00 TOTAL PREVIOUS ESTIMATE 120,267.49 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 09/23/09 EST. NO.03 TIME 10:55 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 -5,000.00 -5,000.00 TOTAL DEDUCTIONS -5,000.00 -5,000.00 PROGRAM CAS145 PAGE 1 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:55 AM ESTIMATE NO. 03 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 09/17/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/23/09 LOCATION PROGRESS ESTIMATE 03-PLA-267-8.7/9.9 ----------------- Q AND 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 0.250 1,250.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 1,225.0000 220,500.00 20.000 24,500.00 55.000 67,375.00 03 TEMPORARY FENCE (TYPE ESA) LF 3.0000 7,830.00 400.000 1,200.00 04 CONSTRUCTION SITE MANAGEMENT LS 34,000.0000 34,000.00 0.100 3,400.00 0.375 12,750.00 05 PREPARE STORM WATER POLLUTION LS 6,500.0000 6,500.00 0.044 286.00 0.621 4,036.50 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 2.2000 34,100.00 2,182.000 4,800.40 07 TEMPORARY SILT FENCE LF 4.0000 8,000.00 120.000 480.00 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 0.000 0.00 10 MOVE-IN/MOVE-OUT EA 500.0000 3,000.00 1.000 500.00 (TEMPORARY EROSION CONTROL) 11 TEMPORARY DRAINAGE INLET PROTECTION EA 240.0000 14,880.00 8.000 1,920.00 26.000 6,240.00 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 0.111 4,817.40 0.305 13,237.00 14 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 14,000.0000 14,000.00 0.111 1,554.00 0.305 4,270.00 15 CONSTRUCTION AREA SIGNS LS 10,400.0000 10,400.00 0.033 343.20 0.570 5,928.00 16 TRAFFIC CONTROL SYSTEM LS 140,000.0000 140,000.00 0.111 15,540.00 0.305 42,700.00 17 PORTABLE CHANGEABLE MESSAGE SIGN LS 21,600.0000 21,600.00 0.111 2,397.60 0.305 6,588.00 18 REMOVE TESTING WELL EA 1,500.0000 3,000.00 0.000 0.00 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 0.000 0.00 22 REMOVE INLET EA 500.0000 500.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:55 AM ESTIMATE NO. 03 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 09/17/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 24 REMOVE ASPHALT CONCRETE SURFACING SQYD 10.0000 500.00 0.000 0.00 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 2.000 400.00 9.000 1,800.00 28 ADJUST WATER METER TO GRADE EA 250.0000 1,750.00 3.000 750.00 24.000 6,000.00 29 ADJUST WATER VALVE COVER TO GRADE EA 550.0000 7,150.00 3.000 1,650.00 8.000 4,400.00 30 ADJUST GAS VALVE COVER TO GRADE EA 550.0000 2,200.00 0.000 0.00 31 ADJUST INLET EA 1,200.0000 2,400.00 0.000 0.00 32 ADJUST FRAME AND COVER TO GRADE EA 800.0000 12,800.00 2.000 1,600.00 33 ADJUST UTILITY COVER TO GRADE EA 800.0000 5,600.00 1.000 800.00 10.000 8,000.00 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 0.000 0.00 36 CLEARING AND GRUBBING LS 29,500.0000 29,500.00 0.194 5,723.00 37 ROADWAY EXCAVATION CY 18.5000 25,160.00 32.920 609.02 775.300 14,343.05 38 LEAD COMPLIANCE PLAN LS 4,000.0000 4,000.00 1.000 4,000.00 39 STRUCTURE EXCAVATION (TYPE D) CY 140.0000 28,280.00 147.600 20,664.00 F) 40 STRUCTURE EXCAVATION (CONTAMINATED) LS 8,250.0000 8,250.00 0.000 0.00 F) 41 STRUCTURE BACKFILL CY 430.0000 18,920.00 20.000 8,600.00 20.000 8,600.00 F) 42 DITCH EXCAVATION CY 20.0000 4,200.00 0.000 0.00 43 IMPORTED BORROW CY 21.5000 31,820.00 0.000 0.00 44 SOIL REINFORCEMENT SQYD 28.0000 1,820.00 0.000 0.00 45 IMPORTED TOPSOIL CY 70.0000 11,200.00 0.000 0.00 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 2,133.000 5,332.50 2,133.000 5,332.50 48 BOULDER PLACEMENT LS 9,500.0000 9,500.00 0.000 0.00 49 COMPOST, INCORPORATE SQYD 10.8000 70,524.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:55 AM ESTIMATE NO. 03 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 09/17/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 500.00 51 8" GATE VALVE EA 1,900.0000 3,800.00 0.000 0.00 52 CLASS 2 AGGREGATE BASE CY 102.0000 133,620.00 124.110 12,659.22 210.610 21,482.22 53 HOT MIX ASPHALT (TYPE A) TON 90.5000 520,375.00 349.990 31,674.10 606.480 54,886.44 54 HOT MIX ASPHALT (LEVELING) TON 113.0000 340,130.00 0.000 0.00 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 16,120.00 632.400 8,221.20 (MISCELLANEOUS AREA) 59 STRUCTURAL CONCRETE CY 660.0000 38,940.00 33.000 21,780.00 33.000 21,780.00 F) 60 MINOR CONCRETE (MINOR STRUCTURE) CY 1,700.0000 168,980.00 7.284 12,382.80 25.524 43,390.80 F) 61 BAR REINFORCING STEEL (EPOXY COATED) LB 1.2500 20,550.00 9,694.000 12,117.50 9,694.000 12,117.50 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 0.000 0.00 65 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 122,220.00 53.000 3,339.00 53.000 3,339.00 PIPE (ENCASED) 66 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 0.000 0.00 PIPE (TYPE S) 67 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 7,810.00 0.000 0.00 PIPE 68 18" CORRUGATED HIGH DENSITY POLYETHYLENE LF 63.0000 319,410.00 626.000 39,438.00 4,773.000 300,699.00 PIPE (TYPE S, ENCASED) 69 24" CORRUGATED HIGH DENSITY POLYETHYLENE LF 71.0000 10,650.00 0.000 0.00 PIPE (TYPE S, ENCASED) 70 PERMEABLE MATERIAL CY 52.0000 1,820.00 0.500 26.00 0.500 26.00 71 18" STEEL FLARED END SECTION EA 460.0000 4,140.00 0.000 0.00 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 0.000 0.00 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 0.000 0.00 76 MINOR CONCRETE (CURB AND GUTTER) CY 285.0000 236,550.00 67.200 19,152.00 491.700 140,134.50 PROGRAM CAS145 PAGE 4 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:55 AM ESTIMATE NO. 03 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 09/17/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ 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 1,128.000 2,312.40 4,887.200 10,018.76 F) 78 MISCELLANEOUS METAL (BRIDGE) LB 2.5000 23,875.00 0.000 0.00 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 0.000 0.00 SYSTEM ELEMENTS DURING CONSTRUCTION 87 MODIFY LIGHTING LS 115,000.0000 115,000.00 0.304 34,960.00 0.304 34,960.00 PROGRAM CAS145 PAGE 5 DATE 09/23/09 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-1C9714 TIME 10:55 AM ESTIMATE NO. 03 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 09/17/09 R.E. NAME: BOUZID, SALAH DATE OF THIS ESTIMATE 09/23/09 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 264,490.74 911,872.87 ADJUSTMENT OF COMPENSATION 83,664.00 83,664.00 EXTRA WORK 36,603.49 36,603.49 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 384,758.23 1,032,140.36 88 MOBILIZATION LS 134,800.0000 134,800.00 0.200 26,960.00 0.950 128,060.00 ORIGINAL CONTRACT AMOUNT 3,365,334.00 TOTAL WORK COMPLETED 411,718.23 1,160,200.36 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -5,000.00 -5,000.00 TOTAL 406,718.23 1,155,200.36 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 00/00/00 06/30/09 03/25/10 54 3 0 0 31% 30% PROGRESS IS SATISFACTORY BOUZID, SALAH RESIDENT ENGINEER PROGRAM CAS145 DATE 09/23/09