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 06/18/04 EST. NO.38 TIME 08:03 AM 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 --------------------------------------------------------------------------- 011 0003 445.32 E.W. @ F.A.(+) 041504 N 1466 0 0004 633.99 032904 N 1453 0 0005 1,575.81 032904 N 141455 0006 1,746.26 033004 N 1454 0 016 0048 73.57 E.W. @ F.A.(+) 041504 N 1464 0 0049 1,920.29 041504 N 1467 0 0050 410.20 041304 N 1462 0 0051 211.82 041304 N 1461 0 0052 211.82 041404 N 1460 0 0053 488.21 041404 N 1494 0 0054 124.37 041604 N 1495 0 0055 1,962.49 041604 N 1468 0 017 0227 1,853.03 E.W. @ F.A.(+) 111003 N 1440 0 0228 1,300.06 111103 N 1441 0 0229 97.75 111203 N 1442 0 13,054.99 TOTAL THIS ESTIMATE 883,315.15 TOTAL PREVIOUS ESTIMATE 896,370.14 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 06/18/04 EST. NO.38 TIME 08:03 AM 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 0.00 -54,832.57 TOTAL DEDUCTIONS 0.00 -54,832.57 PROGRAM CAS145 PAGE 1 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:03 AM ESTIMATE NO. 38 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 06/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 06/18/04 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 0.050 2,500.00 1.000 50,000.00 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 0.050 5,500.00 1.000 110,000.00 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 30.480 1,524.00 S) 22 TEMPORARY TERMINAL SECTION (TYPE B) EA 50.0000 50.00 1.000 50.00 S) PROGRAM CAS145 PAGE 2 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:03 AM ESTIMATE NO. 38 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 06/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 1,300.00 S) (TYPE SRT) 25 PORTABLE CHANGEABLE MESSAGE SIGN LS 18,000.0000 18,000.00 0.100 1,800.00 1.000 18,000.00 S) 26 TEMPORARY RAILING (TYPE K) M 60.0000 109,800.00 1,672.920 100,375.20 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 86.930 434.65 1,569.860 7,849.30 S) 29 REMOVE PAINTED PAVEMENT MARKING M2 40.0000 320.00 3.790 151.60 12.880 515.20 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 8.000 1,200.00 32 REMOVE ASPHALT CONCRETE DIKE M 27.0000 1,404.00 25.000 675.00 33 REMOVE PIPE M 350.0000 49,000.00 14.230 4,980.50 127.530 44,635.50 34 REMOVE HEADWALL EA 2,600.0000 5,200.00 3.000 7,800.00 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 1.000 250.00 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 36,468.000 328,212.00 43 SHOULDER BACKING STA 2,000.0000 8,000.00 4.000 8,000.00 4.000 8,000.00 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 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:03 AM ESTIMATE NO. 38 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 06/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 34,901.000 287,933.25 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 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 4.970 2,982.00 S) 56 FIBER (EROSION CONTROL) KG 0.7000 4,200.00 3,460.000 2,422.00 S) 57 MOVE IN OR MOVE OUT (EROSION CONTROL) EA 700.0000 2,100.00 3.000 2,100.00 S) 58 PURE LIVE SEED (EROSION CONTROL) KG 90.0000 13,500.00 158.720 14,284.80 S) 59 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 6.0000 2,700.00 884.000 5,304.00 S) 60 STABILIZING EMULSION (EROSION CONTROL) KG 4.0000 2,400.00 379.000 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 36,000.00 223.800 44,760.00 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 0.100 1,100.00 0.100 1,100.00 66 CLASS 2 AGGREGATE BASE M3 45.0000 279,000.00 7,050.000 317,250.00 67 ASPHALT CONCRETE TONN 69.0000 869,400.00 11,423.860 788,246.34 68 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 20.0000 2,600.00 8.000 160.00 AREA) 69 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 6.0000 3,000.00 117.000 702.00 520.000 3,120.00 70 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 780.00 81.000 486.00 71 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 7.0000 10,290.00 429.000 3,003.00 1,447.000 10,129.00 72 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 504.00 60.000 360.00 239.000 1,434.00 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 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:03 AM ESTIMATE NO. 38 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 06/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 800.00 24.000 19,200.00 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 87.300 65,475.00 493.500 370,125.00 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 0.080 120.00 6.390 9,585.00 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 32.000 7,040.00 32.000 7,040.00 S) 91 BAR REINFORCING STEEL KG 1.3000 95,305.60 4,340.000 5,642.00 47,700.000 62,010.00 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 F) WITH WALKWAY) 96 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 4.0000 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 46.000 10,350.00 01 ROADSIDE SIGN - TWO POST EA 650.0000 8,450.00 11.000 7,150.00 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 (LAMINATED WOOD BOX POST) PROGRAM CAS145 PAGE 5 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:03 AM ESTIMATE NO. 38 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 06/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 69.900 29,358.00 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 4.200 1,680.00 14.870 5,948.00 (1.63 MM THICK) 07 450 MM CORRUGATED STEEL PIPE M 400.0000 4,000.00 5.800 2,320.00 (1.63 MM THICK) 08 600 MM CORRUGATED STEEL PIPE M 450.0000 900.00 2.000 900.00 2.000 900.00 (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 1.000 500.00 2.000 1,000.00 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 3.000 2,250.00 102.000 76,500.00 F) 19 MINOR CONCRETE (MISCELLANEOUS M3 400.0000 7,200.00 50.000 20,000.00 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 2,385.00 109.000 272.50 954.000 2,385.00 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 24,000.00 104.000 20,800.00 S) 28 CONCRETE BARRIER (TYPE 27 MODIFIED) M 220.0000 85,800.00 2.500 550.00 387.500 85,250.00 F) 29 CABLE RAILING M 120.0000 5,400.00 45.000 5,400.00 SF) 30 TERMINAL SECTION (TYPE B) EA 100.0000 700.00 6.000 600.00 S) PROGRAM CAS145 PAGE 6 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:03 AM ESTIMATE NO. 38 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 06/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ 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 3.000 300.00 S) 32 TERMINAL SYSTEM (TYPE SRT) EA 2,000.0000 20,000.00 7.000 14,000.00 S) 33 CRASH CUSHION (REACT 9CBB) EA 50,000.0000 50,000.00 1.000 50,000.00 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 36 CONCRETE BARRIER (TYPE 60D) M 150.0000 24,300.00 155.300 23,295.00 F) 37 THERMOPLASTIC PAVEMENT MARKING M2 44.0000 10,120.00 168.970 7,434.68 380.610 16,746.84 S) 38 THERMOPLASTIC TRAFFIC STRIPE M 2.0000 15,000.00 3,566.000 7,132.00 8,675.000 17,350.00 S) (SPRAYABLE) 39 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 860.00 0.000 0.00 S) 40 PAVEMENT MARKER (RETROREFLECTIVE) EA 6.0000 4,380.00 214.000 1,284.00 529.000 3,174.00 S) 41 LIGHTING LS 160,000.0000 160,000.00 0.153 24,480.00 0.950 152,000.00 S) 42 MODIFY SIGNAL AND LIGHTING LS 180,000.0000 180,000.00 0.945 170,100.00 S) PROGRAM CAS145 PAGE 7 DATE 06/18/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-0161U4 TIME 08:03 AM ESTIMATE NO. 38 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 06/20/04 R.E. NAME: NAAS, ABDALLA DATE OF THIS ESTIMATE 06/18/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 154,091.93 6,129,664.03 ADJUSTMENT OF COMPENSATION 0.00 1,130.88 EXTRA WORK 13,054.99 895,239.26 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 167,146.92 7,026,034.17 43 MOBILIZATION LS 720,000.0000 720,000.00 1.000 720,000.00 ORIGINAL CONTRACT AMOUNT 7,367,431.60 TOTAL WORK COMPLETED 167,146.92 7,746,034.17 MATERIALS ON HAND ON SITE 6,124.23 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -54,832.57 TOTAL 167,146.92 7,697,325.83 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 07/02/04 422 201 4 1 92% 100% PROGRESS IS SATISFACTORY UNSATIS PROGRESS OVERRIDEN BECAU PENDING CCO DAYS NAAS, ABDALLA RESIDENT ENGINEER PROGRAM CAS145 PAGE 15 DATE 06/18/04