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 12/23/03 EST. NO.31 TIME 02:57 PM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- 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 0160 577.50 E.W. @ F.A.(+) 091903 N R788 0 005 0267 486.25 E.W. @ F.A.(+) 091103 N R754 0 0268 97.81 091003 N R762 0 0269 202.31 090903 N R767 0 0270 130.14 091203 N R751 0 0271 22.36 082003 N R782 0 0272 2,700.21 090903 N R787 0 0273 2,712.60 092403 N R789 0 0274 109.17 090903 N R766 0 0275 72.78 091003 N R763 0 0277 44.24 082903 N R709 0 0278 25.12 090203 N R775 0 0279 243.37 090903 N R750 0 0280 675.50 092403 N KC13 0 0281 1,427.92 092303 N KC12 0 0282 515.19 092203 N KC11 0 0283 1,798.06 091203 N KC10 0 0284 1,755.80 091103 N KC9 0 0285 5,272.15 091103 N KC8 0 0286 8,002.64 091003 N KC7 0 0287 310.54 091003 N KC7-A0 0288 4,800.73 090903 N KC6 0 0289 3,941.84 090803 N KC4 0 0290 4,126.03 090503 N KC5 0 0291 2,765.90 090403 N KC3 0 0292 144.99 090303 N KC2 0 0293 93.87 090203 N KC1 0 0294 100.48 071003 N R652 0 0295 130.85 071103 N R654 0 006 0007 2,171.55 E.W. @ F.A.(+) 040302 N 0007 0 0008 3,020.87 032602 N 0008 0 0009 730.18 080603 N R704 0 0010 181.69 090503 N R785 0 017 0042 407.53 E.W. @ F.A.(+) 091103 N R741 0 0077 528.00 083103 N R784 0 0078 800.16 090503 N R693 0 0079 702.55 090503 N R695 0 0080 93.78 081103 N R670 0 0081 84.99 082503 N R681 0 0082 517.33 081903 N R677 0 0083 611.00 090503 N R694 0 0084 130.85 091003 N R756 0 0085 1,169.03 091103 N R753 0 0086 478.69 091003 N R757 0 0087 378.87 090803 N R769 0 0088 759.17 090803 N R777 0 0089 107.16 091503 N R783 0 0090 1,478.81 091103 N R786 0 0091 563.59 052203 N R732 0 0092 2,254.32 052303 N R733 0 0093 2,697.84 052703 N R734 0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 12/23/03 EST. NO.31 TIME 02:57 PM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0094 4,014.32 052803 N R735 0 0095 3,134.32 052903 N R736 0 022 0002 443.60 E.W. @ F.A.(+) 090303 N R729 0 0003 325.61 081503 N R780 0 0004 649.52 081803 N R727 0 0005 457.01 080203 N R714 0 0007 123.88 090903 N R768 0 72,302.57 TOTAL THIS ESTIMATE 304,083.10 TOTAL PREVIOUS ESTIMATE 376,385.67 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 12/23/03 EST. NO.31 TIME 02:57 PM R.E. NAME: NAAS, ABDALLA 05-0161U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE DEDUCTION CCO PNDG. -6,345.38 05 QCQA MIX DESIGN TEST -3,000.00 10 SWAPP NONCOMPLIANCE -92,242.92 10 SWPPP NON COMPLIANCE 70,242.92 11 REL SWPPP PENALTY 25,000.00 12 10% DEDUCTION SWPPP -40,000.00 15 REL SWPPP DEDCTN 10% 40,000.00 16 SURVEY RESTAKING -600.00 19 25% RETENTION FORCPM -29,526.67 19 25%RETENTION SWPPPNC -22,145.00 19 REL CPM RETENTION 29,526.67 20 RELEASE SWPPP NC 22,145.00 20 ADJUST #67 QCQA -9,277.57 27 SWPPP NON-COMPLIANCE -39,523.85 28 SWPPP IN COMPLIANCE 39,523.85 29 ITEM #67 A/C -9,925.52 30 ITEM #67-$6.91/TONNE -28,684.10 31 -28,684.10 -54,832.57 TOTAL DEDUCTIONS -28,684.10 -54,832.57 PROGRAM CAS145 PAGE 1 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 02:57 PM ESTIMATE NO. 31 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 12/23/03 LOCATION PROGRESS ESTIMATE 05-MON-101-95.0/95.8 ----------------- R M HARRIS COMPANY INC IN MONTEREY COUNTY NEAR PRUNEDALE 1000 HOWE ROAD AT ROUTE 101 FROM 0.1 KM SOUTH TO MARTINEZ CA 94553 0.4 KM NORTH OF ROUTE 156/101 SEP AND ON ROUTE 156 FROM MCGUFFIE ROAD TO ROUTE 156/101 SEPARATION FED. AID NO. ACNH-X053(20)E MODIFY INTERCHANGE AND RAMPS ------------------------------------------------------------------------------------------------------------------------------------ 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 0.750 11,250.00 02 TIME-RELATED OVERHEAD WDAY 900.0000 360,000.00 400.000 360,000.00 03 TEMPORARY FENCE (TYPE ESA) M 20.0000 8,000.00 308.360 6,167.20 S) 04 450 MM TEMPORARY CULVERT M 120.0000 4,560.00 38.000 4,560.00 05 TEMPORARY DRAINAGE INLET EA 450.0000 900.00 2.000 900.00 06 200 MM TEMPORARY ENTRANCE TAPER EA 80.0000 480.00 4.000 320.00 07 200 MM TEMPORARY ANCHOR ASSEMBLY EA 50.0000 1,400.00 33.000 1,650.00 08 200 MM TEMPORARY PIPE DOWNDRAIN M 30.0000 2,610.00 89.020 2,670.60 09 450 MM TEMPORARY PIPE DOWNDRAIN M 80.0000 2,640.00 31.560 2,524.80 10 450 MM TEMPORARY ANCHOR ASSEMBLY EA 80.0000 880.00 11.000 880.00 11 PREPARE STORM WATER POLLUTION LS 8,000.0000 8,000.00 0.750 6,000.00 PREVENTION PLAN 12 WATER POLLUTION CONTROL LS 50,000.0000 50,000.00 0.900 45,000.00 13 CONSTRUCTION AREA SIGNS LS 13,000.0000 13,000.00 0.950 12,350.00 S) 14 TRAFFIC CONTROL SYSTEM LS 110,000.0000 110,000.00 0.900 99,000.00 S) 15 TYPE III BARRICADE EA 90.0000 3,600.00 15.000 1,350.00 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 9.0000 63,990.00 5,102.000 45,918.00 S) 17 TEMPORARY PAVEMENT MARKING (TAPE) M2 100.0000 2,300.00 55.890 5,589.00 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 60.0000 12,600.00 130.000 7,800.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 80.0000 1,440.00 0.000 0.00 S) (LEFT IN PLACE) 20 TEMPORARY PAVEMENT MARKER EA 5.0000 3,600.00 520.000 2,600.00 S) 21 TEMPORARY METAL BEAM GUARD RAILING M 50.0000 800.00 0.000 0.00 S) 22 TEMPORARY TERMINAL SECTION (TYPE B) EA 50.0000 50.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 02:57 PM ESTIMATE NO. 31 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY END SECTION EA 50.0000 50.00 0.000 0.00 S) 24 TEMPORARY TERMINAL SYSTEM EA 1,300.0000 2,600.00 0.000 0.00 S) (TYPE SRT) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 0.900 16,200.00 S) 26 TEMPORARY RAILING (TYPE K) M 60.0000 109,800.00 1,630.250 97,815.00 27 TEMPORARY CRASH CUSHION MODULE EA 250.0000 37,500.00 111.000 27,750.00 S) 28 REMOVE PAINTED TRAFFIC STRIPE M 5.0000 15,900.00 1,396.430 6,982.15 S) 29 REMOVE PAINTED PAVEMENT MARKING M2 40.0000 320.00 5.290 211.60 S) 30 REMOVE PAVEMENT MARKER EA 1.0000 2,000.00 445.000 445.00 S) 31 REMOVE ROADSIDE SIGN EA 150.0000 6,300.00 11.000 1,650.00 11.000 1,650.00 32 REMOVE ASPHALT CONCRETE DIKE M 27.0000 1,404.00 0.000 0.00 33 REMOVE PIPE M 350.0000 49,000.00 83.300 29,155.00 34 REMOVE HEADWALL EA 2,600.0000 5,200.00 0.000 0.00 35 RECONSTRUCT METAL BEAM GUARD RAILING M 50.0000 1,500.00 0.000 0.00 S) 36 RELOCATE ROADSIDE SIGN EA 250.0000 1,000.00 0.000 0.00 37 ADJUST INLET EA 600.0000 1,200.00 0.000 0.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 9.0000 14,580.00 2,040.000 18,360.00 S) 39 REMOVE CONCRETE M3 140.0000 2,380.00 4.300 602.00 40 CAP INLET EA 600.0000 600.00 0.000 0.00 41 CLEARING AND GRUBBING LS 45,000.0000 45,000.00 1.000 45,000.00 42 ROADWAY EXCAVATION M3 9.0000 367,200.00 35,112.000 316,008.00 43 SHOULDER BACKING STA 2,000.0000 8,000.00 0.000 0.00 44 STRUCTURE EXCAVATION (BRIDGE) M3 50.0000 88,000.00 1,760.000 88,000.00 F) 45 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 68,500.00 1,370.000 68,500.00 F) 46 STRUCTURE BACKFILL (BRIDGE) M3 85.0000 90,865.00 1,069.000 90,865.00 F) 47 STRUCTURE BACKFILL (RETAINING WALL) M3 80.0000 83,200.00 1,040.000 83,200.00 F) 48 PERVIOUS BACKFILL MATERIAL M3 100.0000 7,600.00 76.000 7,600.00 F) 49 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 9,500.00 95.000 9,500.00 F) WALL) PROGRAM CAS145 PAGE 3 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 02:57 PM ESTIMATE NO. 31 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 EARTH RETAINING STRUCTURE M2 900.0000 173,700.00 193.000 173,700.00 F) 51 IMPORTED BORROW M3 8.2500 218,625.00 32,039.000 264,321.75 52 HIGHWAY PLANTING LS 65,000.0000 65,000.00 0.000 0.00 S) 53 EROSION CONTROL (BLANKET) (TYPE 1) M2 2.7000 5,400.00 1,000.000 2,700.00 5,750.000 15,525.00 S) 54 EROSION CONTROL (BLANKET) (TYPE 2) M2 15.0000 3,000.00 0.000 0.00 S) 55 STRAW (EROSION CONTROL) TONN 600.0000 6,600.00 1.000 600.00 4.970 2,982.00 S) 56 FIBER (EROSION CONTROL) KG 0.7000 4,200.00 500.000 350.00 3,460.000 2,422.00 S) 57 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 2,100.00 1.000 700.00 3.000 2,100.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 13,500.00 20.000 1,800.00 158.720 14,284.80 S) 59 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 6.0000 2,700.00 272.000 1,632.00 884.000 5,304.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,400.00 50.000 200.00 379.000 1,516.00 S) 61 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 62 IRRIGATION SYSTEM LS 62,000.0000 62,000.00 0.000 0.00 S) 63 250 MM CORRUGATED HIGH DENSITY M 200.0000 36,000.00 39.000 7,800.00 123.800 24,760.00 S) POLYETHYLENE PIPE CONDUIT 64 300 MM WELDED STEEL PIPE CONDUIT M 450.0000 16,650.00 0.000 0.00 S) (6.35 MM THICK) 65 FINISHING ROADWAY LS 11,000.0000 11,000.00 0.000 0.00 66 CLASS 2 AGGREGATE BASE M3 45.0000 279,000.00 1,096.000 49,320.00 4,590.000 206,550.00 67 ASPHALT CONCRETE TONN 69.0000 869,400.00 4,151.100 286,425.90 8,880.860 612,779.34 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 2,600.00 8.000 160.00 8.000 160.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,000.00 403.000 2,418.00 403.000 2,418.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 780.00 81.000 486.00 81.000 486.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 10,290.00 677.000 4,739.00 1,018.000 7,126.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 504.00 95.000 570.00 179.000 1,074.00 73 ASPHALTIC EMULSION (PAINT BINDER) TONN 1,000.0000 13,000.00 3.670 3,670.00 74 FURNISH PILING (CLASS 900) M 62.0000 24,614.00 397.000 24,614.00 75 DRIVE PILE (CLASS 900) EA 600.0000 15,600.00 26.000 15,600.00 S) 76 FURNISH PILING (CLASS 625) M 68.0000 106,012.00 1,538.250 104,601.00 PROGRAM CAS145 PAGE 4 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 02:57 PM ESTIMATE NO. 31 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 DRIVE PILE (CLASS 625) EA 650.0000 86,450.00 133.000 86,450.00 S) 78 PRESTRESSING CAST-IN-PLACE CONCRETE LS 38,000.0000 38,000.00 1.000 38,000.00 S) 79 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 94,000.00 188.000 94,000.00 F) 80 STRUCTURAL CONCRETE, BRIDGE M3 575.0000 543,375.00 945.000 543,375.00 F) 81 STRUCTURAL CONCRETE, RETAINING WALL M3 460.0000 220,800.00 480.000 220,800.00 F) 82 STRUCTURAL CONCRETE, APPROACH SLAB M3 800.0000 20,000.00 16.520 13,216.00 F) (TYPE EQ) 83 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 65,800.00 94.000 65,800.00 F) (TYPE N) 84 CLASS 2 CONCRETE M3 750.0000 507,750.00 406.200 304,650.00 F) 85 CLASS 1 CONCRETE (BOX CULVERT) M3 3,500.0000 10,500.00 3.000 10,500.00 F) 86 MINOR CONCRETE (MINOR STRUCTURE) M3 1,500.0000 9,000.00 3.410 5,115.00 3.740 5,610.00 F) 87 MINOR CONCRETE (INVERT PAVING) M3 500.0000 5,500.00 5.500 2,750.00 F) 88 ARCHITECTURAL TREATMENT M2 80.0000 53,760.00 672.000 53,760.00 F) 89 JOINT SEAL (MR 15 MM) M 130.0000 4,680.00 0.000 0.00 S) 90 JOINT SEAL (MR 50 MM) M 220.0000 7,700.00 0.000 0.00 S) 91 BAR REINFORCING STEEL KG 1.3000 95,305.60 43,360.000 56,368.00 SF) 92 BAR REINFORCING STEEL (BRIDGE) KG 1.4000 175,532.00 125,380.000 175,532.00 SF) 93 BAR REINFORCING STEEL (RETAINING WALL) KG 1.6000 78,304.00 48,940.000 78,304.00 SF) 94 BAR REINFORCING STEEL (BOX CULVERT) KG 5.0000 1,250.00 250.000 1,250.00 SF) 95 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 9.0000 9,603.00 1,067.000 9,603.00 1,067.000 9,603.00 F) WITH WALKWAY) 96 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 4,268.00 1,067.000 4,268.00 1,067.000 4,268.00 SF)WITH WALKWAY) 97 FURNISH SIGN STRUCTURE (TUBULAR) KG 8.0000 28,080.00 0.000 0.00 F) 98 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.5000 5,265.00 0.000 0.00 SF) 99 1070 MM CAST-IN-DRILLED-HOLE M 3,200.0000 41,600.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 00 ROADSIDE SIGN - ONE POST EA 225.0000 10,350.00 12.000 2,700.00 12.000 2,700.00 01 ROADSIDE SIGN - TWO POST EA 650.0000 8,450.00 5.000 3,250.00 5.000 3,250.00 02 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 100.0000 100.00 0.000 0.00 METHOD) 03 INSTALL ROADSIDE SIGN EA 1,300.0000 3,900.00 3.000 3,900.00 3.000 3,900.00 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 5 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 02:57 PM ESTIMATE NO. 31 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 450 MM ALTERNATIVE PIPE CULVERT M 420.0000 23,100.00 40.200 16,884.00 05 600 MM ALTERNATIVE PIPE CULVERT M 450.0000 49,500.00 136.140 61,263.00 06 300 MM CORRUGATED STEEL PIPE M 400.0000 4,000.00 10.670 4,268.00 (1.63 MM THICK) 07 450 MM CORRUGATED STEEL PIPE M 400.0000 4,000.00 0.000 0.00 (1.63 MM THICK) 08 600 MM CORRUGATED STEEL PIPE M 450.0000 900.00 0.000 0.00 (1.63 MM THICK) 09 900 MM CORRUGATED STEEL PIPE M 700.0000 4,200.00 3.200 2,240.00 (1.63 MM THICK) 10 200 MM ENTRANCE TAPER EA 250.0000 2,500.00 6.000 1,500.00 11 200 MM ANCHOR ASSEMBLY EA 200.0000 9,800.00 28.000 5,600.00 12 200 MM ALTERNATIVE PIPE DOWNDRAIN M 120.0000 18,000.00 51.500 6,180.00 13 300 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 1.000 900.00 14 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 0.000 0.00 15 600 MM ALTERNATIVE FLARED END SECTION EA 400.0000 2,400.00 6.000 2,400.00 16 900 MM PRECAST CONCRETE PIPE INLET M 150.0000 450.00 1.500 225.00 17 MANHOLE EA 5,200.0000 5,200.00 1.000 5,200.00 18 SLOPE PAVING (CONCRETE) M3 750.0000 66,000.00 99.000 74,250.00 F) 19 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 7,200.00 0.000 0.00 CONSTRUCTION) 20 MINOR CONCRETE (GUTTER) M 70.0000 4,900.00 70.000 4,900.00 F) 21 MISCELLANEOUS IRON AND STEEL KG 2.5000 2,385.00 148.000 370.00 551.000 1,377.50 F) 22 MISCELLANEOUS METAL (BRIDGE) KG 20.0000 6,000.00 300.000 6,000.00 F) 23 FENCE (TYPE BW, WOOD POST) M 100.0000 440.00 0.000 0.00 S) 24 SURVEY MONUMENT (TYPE A) EA 600.0000 3,600.00 0.000 0.00 25 DELINEATOR (CLASS 1) EA 30.0000 1,350.00 0.000 0.00 26 OBJECT MARKER (TYPE R) EA 100.0000 100.00 0.000 0.00 27 METAL BEAM GUARD RAILING (WOOD POST) M 200.0000 24,000.00 31.000 6,200.00 104.000 20,800.00 S) 28 CONCRETE BARRIER (TYPE 27 MODIFIED) M 220.0000 85,800.00 176.500 38,830.00 387.500 85,250.00 F) 29 CABLE RAILING M 120.0000 5,400.00 45.000 5,400.00 45.000 5,400.00 SF) 30 TERMINAL SECTION (TYPE B) EA 100.0000 700.00 4.000 400.00 6.000 600.00 S) PROGRAM CAS145 PAGE 6 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 02:57 PM ESTIMATE NO. 31 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 END SECTION EA 100.0000 300.00 2.000 200.00 3.000 300.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 20,000.00 2.000 4,000.00 7.000 14,000.00 S) 33 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000.00 1.000 50,000.00 S) 34 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 45,000.00 1.000 45,000.00 S) 35 CONCRETE BARRIER (TYPE 60) M 300.0000 3,600.00 11.340 3,402.00 11.340 3,402.00 36 CONCRETE BARRIER (TYPE 60D) M 150.0000 24,300.00 155.300 23,295.00 155.300 23,295.00 F) 37 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 10,120.00 29.940 1,317.36 29.940 1,317.36 S) 38 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 15,000.00 3,817.000 7,634.00 3,817.000 7,634.00 S) (SPRAYABLE) 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 860.00 0.000 0.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 4,380.00 0.000 0.00 S) 41 LIGHTING LS 160,000.0000 160,000.00 0.100 16,000.00 0.597 95,520.00 S) 42 MODIFY SIGNAL AND LIGHTING LS 180,000.0000 180,000.00 0.895 161,100.00 S) PROGRAM CAS145 PAGE 7 DATE 12/23/03 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 02:57 PM ESTIMATE NO. 31 BID OPENING 08/07/01 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/03 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 12/23/03 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 547,435.26 5,491,259.10 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 72,302.57 376,385.67 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 619,737.83 5,867,644.77 43 MOBILIZATION LS 720,000.0000 720,000.00 1.000 720,000.00 ORIGINAL CONTRACT AMOUNT 7,367,431.60 TOTAL WORK COMPLETED 619,737.83 6,587,644.77 MATERIALS ON HAND ON SITE 6,416.90 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -28,684.10 -54,832.57 TOTAL 591,053.73 6,539,229.10 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 09/10/01 650 02/01/02 12/03/01 09/11/03 483 37 4 0 82% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DAYS NAAS, ABDALLA RESIDENT ENGINEER PROGRAM CAS145 PAGE 2 DATE 12/23/03