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 01/11/05 EST. NO.16 TIME 03:02 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 006 0002 903.84 E.W. @ F.A.(+) 031904 N 032 0 019 0007 7,873.13 E.W. @ F.A.(+) 012404 N 015 0 056 0001 33,473.05 E.W. @ F.A.(+) 070604 N 114 0 060 0023 2,898.39 E.W. @ F.A.(+) 072104 N 135 0 0024 68,353.64 E.W. @ U.P (+) 010705 N 23 0 113,502.05 TOTAL THIS ESTIMATE 596,135.88 TOTAL PREVIOUS ESTIMATE 709,637.93 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 01/11/05 EST. NO.16 TIME 03:02 PM R.E. NAME: AL-JAFRI, ABU-BAKR 11-080904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE OUT-OF-SPEC CL II -3,000.00 06 RESTAKING CHARGES -1,020.00 07 RSTK CHG DS 8 -680.00 09 RSTK CHG 353+60 -680.00 09 AGG BASE OUT-OF-SPEC -2,400.00 10 RESTAKING #53 -1,360.00 10 RESTAKING #49 -340.00 10 RESTAKING #40 -1,360.00 10 OUT OF CC R/W STEM -643.68 12 OUT-OF CC R/W FTNG -1,638.00 12 FAILED AGG. GRAD TST -1,760.00 14 0.00 -14,881.68 EQUAL EMPLOYMENT OPPORTUNITY O/S DOCS -10,000.00 10 0.00 -10,000.00 LABOR COMPLIANCE VIOLATION O/S PRS JAN -10,000.00 03 O/S PRS FEB -10,000.00 04 O/S PRS MARCH -10,000.00 06 O/S PRS APRIL -10,000.00 07 O/S PRS MAY -10,000.00 08 PRS RECD JAN 10,000.00 08 PRS RECD MARCH 10,000.00 08 O/S PRS JUNE -10,000.00 09 PRS RECD FEB 10,000.00 09 O/S PRS JULY -10,000.00 10 O/S PRS AUG -10,000.00 11 PRS RECD MAY 10,000.00 11 PRS RECD JUNE 10,000.00 11 O/S PRS SEPT -10,000.00 12 PRS RECD JULY 10,000.00 12 O/S PRS OCT -10,000.00 13 O/S PRS NOV -10,000.00 14 PRS RECD AUG 10,000.00 14 PRS RECD APRIL 10,000.00 15 0.00 -30,000.00 TOTAL DEDUCTIONS 0.00 -54,881.68 PROGRAM CAS145 PAGE 1 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 LOCATION SUPPLEMENTAL PROGRESS ESTIMATE 11-SD-15-M19.0/M22.0 ------------------------------ COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO AT DAN JORDAN, AREA MANAGER VARIOUS LOCATIONS 4375 JUTLAND DRIVE, SUITE 260 SAN DIEGO,CA 92117-3632 FED. AID NO. ACIM-015 -4(191)N ,CMST-6211(32)N ,PL-6211(32)N CONSTRUCT BRIDGES AND MANAGED LANES ------------------------------------------------------------------------------------------------------------------------------------ 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 25,000.0000 25,000.00 0.500 12,500.00 02 ELECTRONIC MOBILE DAILY DIARY SYSTEM LS 75,000.0000 75,000.00 0.439 32,925.00 DATA DELIVERY 03 TIME-RELATED OVERHEAD WDAY 2,000.0000 1,520,000.00 237.000 474,000.00 04 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.750 11,250.00 S) PREVENTION PLAN 05 WATER POLLUTION CONTROL LS 125,000.0000 125,000.00 0.331 41,375.00 S) 06 SWEEPERS EA 75,000.0000 150,000.00 2.000 150,000.00 S) 07 TEMPORARY EROSION CONTROL (SEEDED) HA 4,000.0000 40,000.00 8.405 33,620.00 S) 08 MOVE-IN/MOVE-OUT EA 275.0000 4,125.00 3.000 825.00 (TEMPORARY EROSION CONTROL) 09 TEMPORARY GRAVEL BAGS EA 2.0000 5,960.00 6,198.000 12,396.00 S) 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 69,000.00 6.000 18,000.00 S) 11 TEMPORARY CONSTRUCTION ENTRANCE (PLATES) EA 2,500.0000 62,500.00 8.000 20,000.00 S) 12 CONSTRUCTION AREA SIGNS LS 30,000.0000 30,000.00 0.560 16,800.00 S) 13 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.318 79,500.00 S) 14 TYPE III BARRICADE EA 60.0000 1,440.00 12.000 720.00 S) 15 TEMPORARY TRAFFIC STRIPE (TAPE) M 5.0000 205,500.00 0.000 0.00 S) 16 TEMPORARY PAVEMENT MARKING (TAPE) M2 70.0000 28,700.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 1,200.00 24,257.600 24,257.60 S) 18 TEMPORARY PAVEMENT MARKER EA 3.0000 41,700.00 21,019.000 63,057.00 S) 19 TEMPORARY DELINEATOR (CLASS 1) EA 35.0000 3,500.00 0.000 0.00 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 120,000.00 6.332 63,320.00 S) 21 TEMPORARY RAILING (TYPE K) M 40.0000 1,096,000.00 18,511.030 740,441.20 S) 22 TRAFFIC PLASTIC DRUMS EA 25.0000 9,000.00 282.000 7,050.00 S) PROGRAM CAS145 PAGE 2 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY CRASH CUSHION MODULE EA 250.0000 60,000.00 171.000 42,750.00 S) 24 TEMPORARY CRASH CUSHION (ADIEM) EA 5,000.0000 45,000.00 6.000 30,000.00 S) 25 ABANDON CULVERT EA 1,000.0000 4,000.00 0.000 0.00 26 ABANDON IRRIGATION CROSSOVER EA 500.0000 15,000.00 29.000 14,500.00 27 REMOVE CHAIN LINK FENCE M 15.0000 2,100.00 0.000 0.00 28 REMOVE METAL BEAM GUARD RAILING M 40.0000 23,200.00 570.200 22,808.00 29 REMOVE THRIE BEAM BARRIER M 40.0000 68,000.00 1,018.640 40,745.60 30 REMOVE TRAFFIC STRIPE (YELLOW) M 7.0000 20,510.00 546.000 3,822.00 S) 31 REMOVE TRAFFIC STRIPE AND PAVEMENT M2 15.0000 108,600.00 11,297.650 169,464.75 S) MARKING 32 REMOVE ROADSIDE SIGN EA 150.0000 1,800.00 4.000 600.00 33 REMOVE SIGN STRUCTURE EA 5,000.0000 25,000.00 4.000 20,000.00 34 REMOVE SIGN PANEL EA 1,700.0000 5,100.00 0.000 0.00 35 REMOVE ASPHALT CONCRETE DIKE M 3.0000 2,280.00 74.000 222.00 36 REMOVE CULVERT M 50.0000 11,500.00 215.560 10,778.00 37 REMOVE INLET EA 1,000.0000 31,000.00 8.000 8,000.00 38 RECONSTRUCT METAL BEAM GUARD RAILING M 75.0000 19,500.00 0.000 0.00 39 RESET ROADSIDE SIGN EA 200.0000 7,600.00 2.000 400.00 40 RELOCATE ROADSIDE SIGN EA 200.0000 1,200.00 0.500 100.00 41 RELOCATE SIGN STRUCTURE EA 6,000.0000 30,000.00 1.500 9,000.00 42 MODIFY INLET EA 1,000.0000 1,000.00 1.000 1,000.00 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 7,200.00 1,382.000 5,528.00 S) (60 MM MAXIMUM) 44 REMOVE CONCRETE CURB M 20.0000 10,000.00 0.000 0.00 45 REMOVE CONCRETE BARRIER M 40.0000 40,000.00 330.000 13,200.00 46 REMOVE CONCRETE BARRIER (TYPE K) M 10.0000 40,100.00 3,199.930 31,999.30 47 ACCESS OPENING, SOFFIT EA 300.0000 1,800.00 6.000 1,800.00 48 CAP INLET EA 500.0000 9,500.00 1.000 500.00 49 CAP RISER EA 150.0000 2,850.00 2.000 300.00 PROGRAM CAS145 PAGE 3 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE METAL RAILING M 150.0000 15,000.00 0.000 0.00 51 REMOVE TIEBACK WALL LS 2,500.0000 2,500.00 0.000 0.00 52 REMOVE SLOPE PAVING LS 15,000.0000 15,000.00 0.000 0.00 53 BRIDGE REMOVAL, LOCATION A LS 600,000.0000 600,000.00 0.500 300,000.00 54 BRIDGE REMOVAL, LOCATION B LS 380,000.0000 380,000.00 0.200 76,000.00 55 BRIDGE REMOVAL (PORTION), LOCATION C LS 70,000.0000 70,000.00 1.000 70,000.00 56 CLEARING AND GRUBBING LS 120,000.0000 120,000.00 0.930 111,600.00 57 REMOVE TREE EA 230.0000 105,800.00 467.000 107,410.00 58 DEVELOP WATER SUPPLY LS 70,000.0000 70,000.00 0.500 35,000.00 59 ROADWAY EXCAVATION M3 15.0000 4,500,000.00 269,986.640 4,049,799.60 60 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 30.0000 397,950.00 1,537.937 46,138.11 F) 62 STRUCTURE EXCAVATION (BRIDGE), (CARMEL) M3 30.0000 195,000.00 2,652.800 79,584.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 1,755,000.00 23,466.000 1,173,300.00 64 STRUCTURE BACKFILL (BRIDGE) M3 25.0000 281,250.00 225.000 5,625.00 F) 65 STRUCTURE BACKFILL (BRIDGE), (CARMEL) M3 15.0000 78,000.00 0.000 0.00 F) 66 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 141,000.00 14,874.500 446,235.00 67 PERVIOUS BACKFILL MATERIAL M3 40.0000 10,000.00 0.000 0.00 F) 68 PERVIOUS BACKFILL MATERIAL (RETAINING M3 40.0000 88,000.00 707.000 28,280.00 WALL) 69 SAND BACKFILL M3 110.0000 9,900.00 86.450 9,509.50 70 DITCH EXCAVATION M3 10.0000 2,600.00 0.000 0.00 71 TREE GRATE EA 750.0000 9,000.00 0.000 0.00 F) 72 HIGHWAY PLANTING LS 45,000.0000 45,000.00 0.000 0.00 S) 73 ROCK MULCH M2 50.0000 46,500.00 0.000 0.00 S) 74 DECOMPOSED GRANITE M3 50.0000 3,950.00 0.000 0.00 S) 75 STRAW (EROSION CONTROL) TONN 350.0000 9,450.00 0.000 0.00 S) 76 FIBER (EROSION CONTROL) KG 1.0000 24,400.00 0.000 0.00 S) PROGRAM CAS145 PAGE 4 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 FIBER ROLLS M 7.5000 56,175.00 14,476.000 108,570.00 S) 78 FIBER ROLLS (LEFT IN PLACE) M 7.5000 117,750.00 984.000 7,380.00 S) 79 COMPOST (EROSION CONTROL) KG 1.1000 23,870.00 0.000 0.00 S) 80 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 7,000.00 0.000 0.00 S) 81 PURE LIVE SEED (EROSION CONTROL TYPE 1) KG 50.0000 4,950.00 0.000 0.00 S) 82 PURE LIVE SEED (EROSION CONTROL TYPE 2) KG 80.0000 28,800.00 0.000 0.00 S) 83 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 0.5000 170.00 0.000 0.00 S) 84 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 7,110.00 0.000 0.00 S) 85 MAINTAIN EXISTING PLANTS LS 120,000.0000 120,000.00 0.040 4,800.00 S) 86 IRRIGATION SYSTEM LS 32,000.0000 32,000.00 0.680 21,760.00 S) 87 NPS 3 SUPPLY LINE (BRIDGE) M 50.0000 19,000.00 0.000 0.00 88 NPS 4 SUPPLY LINE (BRIDGE) M 50.0000 14,000.00 0.000 0.00 89 IRRIGATION VALVE BOX (BRIDGE) EA 2,500.0000 40,000.00 0.000 0.00 90 50 MM IRRIGATION CONDUIT (BRIDGE) M 50.0000 13,000.00 0.000 0.00 91 50 MM PLASTIC PIPE M 50.0000 8,500.00 0.000 0.00 (TREE CONTAINER DRAIN) (BRIDGE) 92 75 MM IRRIGATION CONDUIT M 75.0000 13,500.00 0.000 0.00 93 200 MM CORRUGATED HIGH DENSITY M 25.0000 7,000.00 26.240 656.00 POLYETHYLENE PIPE CONDUIT 94 EXTEND 250 MM CONDUIT M 100.0000 13,000.00 13.500 1,350.00 95 CLASS 2 AGGREGATE BASE M3 30.0000 1,362,000.00 13,122.020 393,660.60 96 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 2,335.0000 23,350.00 0.000 0.00 97 ASPHALT CONCRETE (TYPE A) TONN 57.0000 1,037,400.00 5,375.880 306,425.16 98 ASPHALT CONCRETE BASE (TYPE A) TONN 55.0000 2,893,000.00 7,067.500 388,712.50 99 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 26.0000 13,000.00 0.000 0.00 AREA) 00 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 4.0000 7,600.00 696.160 2,784.64 01 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 4.0000 360.00 0.000 0.00 02 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 4.0000 8,800.00 620.270 2,481.08 03 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 4.0000 920.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 CONCRETE PAVEMENT M3 180.0000 6,678,000.00 5,338.957 961,012.26 05 CONCRETE PAVEMENT M3 400.0000 360,000.00 0.000 0.00 (RAPID STRENGTH CONCRETE) 06 SEAL PAVEMENT JOINT M 3.0000 229,200.00 3,090.360 9,271.08 07 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 27,210.00 2,385.780 7,157.34 08 FURNISH STEEL PILING (HP 250 X 62) M 12.0000 8,664.00 318.657 3,823.88 09 DRIVE STEEL PILE (HP 250 X 62) EA 1,375.0000 133,375.00 46.000 63,250.00 S) 10 FURNISH STEEL PILING (HP 250 X 85) M 15.0000 14,055.00 172.620 2,589.30 11 DRIVE STEEL PILE (HP 250 X 85) EA 1,375.0000 151,250.00 22.000 30,250.00 S) 12 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 500.0000 421,000.00 842.000 421,000.00 S) PILING 13 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,750.0000 583,000.00 0.000 0.00 S) PILING 14 1.8 M CAST-IN-DRILLED-HOLE CONCRETE M 2,565.0000 556,605.00 0.000 0.00 S) PILING (CARMEL) 15 2.4 M CAST-IN-DRILLED-HOLE CONCRETE M 4,660.0000 219,020.00 46.900 218,554.00 S) PILING 16 PRESTRESSING CAST-IN-PLACE CONCRETE LS 200,000.0000 200,000.00 0.000 0.00 S) 17 PRESTRESSING CAST-IN-PLACE CONCRETE LS 100,000.0000 100,000.00 0.000 0.00 S) (CARMEL) 18 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 188,000.00 75.000 15,000.00 F) 19 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 138,000.00 20.000 4,000.00 71.580 14,316.00 F) (CARMEL) 20 STRUCTURAL CONCRETE, BRIDGE M3 400.0000 2,672,000.00 1,208.365 483,346.00 F) 21 STRUCTURAL CONCRETE, BRIDGE (CARMEL) M3 400.0000 1,600,000.00 31.100 12,440.00 F) 22 STRUCTURAL CONCRETE, APPROACH SLAB M3 325.0000 138,125.00 16.600 5,395.00 F) (TYPE N) 23 CLASS 2 CONCRETE (MINOR STRUCTURE) M3 1,000.0000 25,000.00 0.000 0.00 24 CLASS 4 CONCRETE (BACKFILL) M3 170.0000 168,300.00 120.000 20,400.00 F) 25 CLASS 1 CONCRETE (RETAINING WALL) M3 300.0000 2,940,000.00 5,904.123 1,771,236.90 F) 26 MINOR CONCRETE (MINOR STRUCTURE) M3 1,000.0000 300,000.00 83.500 83,500.00 F) 27 ARCHITECTURAL SURFACE (BARRIER) M2 15.0000 36,465.00 0.000 0.00 F) 28 SWIRLED PLASTER TEXTURE M2 30.0000 130,350.00 2,626.800 78,804.00 F) 29 ANTI-GRAFFITI PROTECTIVE COATING M2 10.0000 22,700.00 0.000 0.00 30 COBBLESTONE TEXTURE M2 30.0000 68,100.00 3,366.000 100,980.00 PROGRAM CAS145 PAGE 6 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 DRILL AND BOND DOWEL M 70.0000 9,800.00 32.400 2,268.00 32 CORE CONCRETE (40 MM) AND PRESSURE M 400.0000 52,000.00 142.100 56,840.00 S) GROUT 33 JOINT SEAL (MR 30 MM) M 95.0000 5,700.00 0.000 0.00 S) 34 JOINT SEAL ASSEMBLY (MR 80 MM) M 410.0000 44,690.00 0.000 0.00 S) 35 JOINT SEAL (MR 50 MM) M 195.0000 19,500.00 0.000 0.00 S) 36 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 1,291,200.00 295,247.900 354,297.48 SF) 37 BAR REINFORCING STEEL (BRIDGE) KG 1.2000 896,400.00 90,404.560 108,485.47 SF)(CARMEL) 38 BAR REINFORCING STEEL (RETAINING WALL) KG 1.4000 652,400.00 349,014.000 488,619.60 SF) 39 HEADED BAR REINFORCEMENT EA 20.0000 20,400.00 1,020.000 20,400.00 F) 40 FURNISH SIGN STRUCTURE (TUBULAR) KG 4.5000 59,368.50 0.000 0.00 F) 41 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.2000 15,831.60 0.000 0.00 SF) 42 FURNISH SIGN STRUCTURE (LIGHTWEIGHT) KG 4.5000 27,324.00 0.000 0.00 F) 43 INSTALL SIGN STRUCTURE (LIGHTWEIGHT) KG 4.0000 24,288.00 0.000 0.00 SF) 44 FURNISH SIGN STRUCTURE (TRUSS) KG 4.5000 96,012.00 0.000 0.00 F) 45 INSTALL SIGN STRUCTURE (TRUSS) KG 1.4000 29,870.40 0.000 0.00 SF) 46 760 MM CAST-IN-DRILLED-HOLE M 600.0000 9,000.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 47 920 MM CAST-IN-DRILLED-HOLE M 650.0000 32,500.00 4.000 2,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 48 1070 MM CAST-IN-DRILLED-HOLE M 690.0000 41,400.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 49 1220 MM CAST-IN-DRILLED-HOLE M 735.0000 9,555.00 0.000 0.00 S) CONCRETE PILE (SIGN FOUNDATION) 50 ROADSIDE SIGN - ONE POST EA 300.0000 6,300.00 0.000 0.00 51 ROADSIDE SIGN - TWO POST EA 850.0000 5,950.00 0.000 0.00 52 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 200.0000 1,200.00 0.000 0.00 METHOD) 53 INSTALL SIGN PANEL ON EXISTING FRAME M2 320.0000 11,200.00 0.000 0.00 54 PREPARE AND STAIN CONCRETE M2 6.0000 13,620.00 0.000 0.00 55 600 MM ALTERNATIVE PIPE CULVERT M 240.0000 1,680.00 280.890 67,413.60 56 750 MM ALTERNATIVE PIPE CULVERT M 370.0000 2,220.00 0.000 0.00 57 1050 MM ALTERNATIVE PIPE CULVERT M 500.0000 5,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM REINFORCED CONCRETE PIPE M 180.0000 111,600.00 248.410 44,713.80 59 600 MM REINFORCED CONCRETE PIPE M 250.0000 775,000.00 608.610 152,152.50 60 900 MM REINFORCED CONCRETE PIPE M 440.0000 8,800.00 0.000 0.00 61 1200 MM REINFORCED CONCRETE PIPE M 700.0000 10,500.00 17.700 12,390.00 62 100 MM PLASTIC PIPE UNDERDRAIN (MOD) M 45.0000 9,900.00 0.000 0.00 63 200 MM PLASTIC PIPE UNDERDRAIN M 100.0000 600.00 0.000 0.00 64 150 MM PLASTIC PIPE M 30.0000 1,350.00 42.000 1,260.00 65 450 MM CORRUGATED STEEL PIPE DOWNDRAIN M 200.0000 24,000.00 0.000 0.00 (2.77 MM THICK) 66 600 MM CORRUGATED STEEL PIPE DOWNDRAIN M 270.0000 9,450.00 0.000 0.00 (3.51 MM THICK) 67 450 MM ALTERNATIVE PIPE DOWNDRAIN M 300.0000 3,000.00 42.560 12,768.00 68 GRATED LINE DRAIN M 375.0000 153,750.00 28.000 10,500.00 69 450 MM CORRUGATED STEEL PIPE RISER M 725.0000 725.00 0.000 0.00 (2.01 MM THICK) 70 WELDED STEEL PIPE CASING (BRIDGE) M 100.0000 11,400.00 0.000 0.00 71 600 MM ALTERNATIVE FLARED END SECTION EA 850.0000 1,700.00 0.000 0.00 72 750 MM ALTERNATIVE FLARED END SECTION EA 900.0000 900.00 0.000 0.00 73 1050 MM ALTERNATIVE FLARED END SECTION EA 1,240.0000 1,240.00 0.000 0.00 74 DEBRIS RACK EA 1,000.0000 1,000.00 0.000 0.00 75 1500 MM PRECAST CONCRETE RISER M 1,200.0000 6,000.00 2.370 2,844.00 76 450 MM ALTERNATIVE PIPE RISER M 400.0000 8,000.00 9.600 3,840.00 77 600 MM ALTERNATIVE PIPE RISER M 500.0000 5,000.00 0.000 0.00 78 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 60.0000 6,000.00 0.000 0.00 79 ROCK SLOPE PROTECTION M3 60.0000 900.00 0.000 0.00 (FACING, METHOD B) 80 ROCK SLOPE PROTECTION M3 60.0000 1,200.00 0.000 0.00 (BACKING NO. 1, METHOD B) 81 ROCK SLOPE PROTECTION M3 70.0000 7,000.00 0.000 0.00 (BACKING NO. 2, METHOD B) 82 ROCK SLOPE PROTECTION (1T, METHOD B) M3 60.0000 7,800.00 0.000 0.00 83 ROCK SLOPE PROTECTION (1/2T, METHOD B) M3 60.0000 2,400.00 0.000 0.00 84 CONCRETE (CONCRETE APRON) M3 200.0000 3,000.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 MINOR CONCRETE (DITCH LINING) M3 400.0000 76,000.00 72.000 28,800.00 86 MINOR CONCRETE (DITCH LINING - COLORED) M3 450.0000 11,250.00 0.000 0.00 87 ROCK SLOPE PROTECTION FABRIC M2 6.0000 1,320.00 0.000 0.00 88 MINOR CONCRETE (CURB, GUTTER, SIDEWALK M3 250.0000 70,000.00 0.000 0.00 AND DRIVEWAY) 89 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 395,250.00 0.000 0.00 (GORE PAVING) 90 MINOR CONCRETE (TEXTURED PAVING) M2 75.0000 67,500.00 0.000 0.00 91 MISCELLANEOUS IRON AND STEEL KG 3.0000 52,092.00 1,998.000 5,994.00 SF) 92 BRIDGE DECK DRAINAGE SYSTEM KG 12.0000 51,600.00 315.000 3,780.00 SF) 93 CHAIN LINK FENCE (TYPE CL-1.8) M 55.0000 9,350.00 0.000 0.00 S) 94 1.5 M CHAIN LINK GATE (TYPE CL-1.8) EA 625.0000 10,000.00 0.000 0.00 S) 95 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 2,000.0000 4,000.00 0.000 0.00 S) 96 LOCKABLE CONTROL GATE EA 3,200.0000 6,400.00 0.000 0.00 S) 97 DELINEATOR (CLASS 1) EA 30.0000 6,750.00 0.000 0.00 98 MILEPOST MARKER EA 80.0000 960.00 0.000 0.00 S) 99 GUARD RAILING DELINEATOR EA 35.0000 7,875.00 0.000 0.00 00 METAL BEAM GUARD RAILING M 185.0000 7,400.00 0.000 0.00 S) 01 CHAIN LINK RAILING (TYPE 7) M 125.0000 51,500.00 0.000 0.00 F) 02 CONCRETE BARRIER (TYPE K) M 60.0000 204,600.00 0.000 0.00 03 TUBULAR PIPE HAND RAILING M 80.0000 6,560.00 0.000 0.00 F) 04 PERFORATED STEEL SCREEN (PILASTER) EA 1,000.0000 8,000.00 0.000 0.00 S) 05 PERFORATED STEEL SCREEN (SCONCE) EA 1,000.0000 20,000.00 0.000 0.00 S) 06 CONCRETE BARRIER (TYPE 26 MODIFIED) M 230.0000 48,300.00 0.000 0.00 F) 07 CONCRETE BARRIER (TYPE 26A MODIFIED) M 230.0000 322,000.00 0.000 0.00 08 CABLE RAILING M 30.0000 33,000.00 714.500 21,435.00 S) 09 BURIED POST ANCHOR EA 1,200.0000 1,200.00 0.000 0.00 S) 10 TERMINAL SYSTEM (TYPE ET) EA 3,000.0000 3,000.00 0.000 0.00 S) 11 TERMINAL SYSTEM (TYPE SRT) EA 2,200.0000 13,200.00 0.000 0.00 S) PROGRAM CAS145 PAGE 9 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,830.0000 1,830.00 0.000 0.00 S) 13 TERMINAL ANCHOR ASSEMBLY (TYPE CA) EA 1,400.0000 8,400.00 0.000 0.00 S) 14 CRASH CUSHION (REACT 9SCBS) EA 45,000.0000 90,000.00 0.000 0.00 S) 15 QUADGUARD CRASH CUSHION EA 35,000.0000 70,000.00 0.000 0.00 S) 16 CONCRETE BARRIER (TYPE 60 MOD) M 85.0000 18,700.00 0.000 0.00 17 CONCRETE BARRIER (TYPE 60S) M 85.0000 56,950.00 0.000 0.00 S) 18 CONCRETE BARRIER (TYPE 60SA) M 40.0000 5,800.00 0.000 0.00 F) 19 CONCRETE BARRIER (TYPE 60SC) M 40.0000 200,000.00 0.000 0.00 20 CONCRETE BARRIER (TYPE 60SE) M 50.0000 43,000.00 0.000 0.00 S) 21 CONCRETE BARRIER (TYPE 732 MODIFIED) M 65.0000 296,920.00 0.000 0.00 F) 22 CONCRETE BARRIER (TYPE 732R MODIFIED) M 125.0000 46,625.00 0.000 0.00 F) 23 CONCRETE BARRIER (TYPE KA26) M 125.0000 17,500.00 0.000 0.00 F) 24 CONCRETE BARRIER (TYPE KA26R) M 125.0000 17,875.00 0.000 0.00 F) 25 THERMOPLASTIC PAVEMENT MARKING M2 40.0000 30,000.00 0.000 0.00 S) 26 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 12,500.00 0.000 0.00 S) 27 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,800.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 28 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 110.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) 29 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 3,300.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 30 PAINT TRAFFIC STRIPE (2-COAT) M 0.5000 74,350.00 0.000 0.00 S) 31 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.5000 30,000.00 0.000 0.00 S) 32 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0000 34,200.00 0.000 0.00 S) 33 SIGNAL AND LIGHTING (LOCATION 1) LS 125,000.0000 125,000.00 0.000 0.00 S) 34 SIGNAL AND LIGHTING (LOCATION 2) LS 120,000.0000 120,000.00 0.045 5,400.00 S) 35 SIGNAL AND LIGHTING (LOCATION 3) LS 120,000.0000 120,000.00 0.000 0.00 S) 36 SIGNAL AND LIGHTING (LOCATION 4) LS 120,000.0000 120,000.00 0.000 0.00 S) 37 SIGNAL AND LIGHTING (LOCATION 5) LS 34,000.0000 34,000.00 0.000 0.00 S) 38 SIGNAL AND LIGHTING (LOCATION 6) LS 36,000.0000 36,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 39 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 S) (LOCATION 3A) 40 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 47,000.0000 47,000.00 0.000 0.00 S) (LCOATION 4A) 41 LIGHTING (CITY STREET) LS 100,000.0000 100,000.00 0.000 0.00 S) 42 LIGHTING AND SIGN ILLUMINATION LS 390,000.0000 390,000.00 0.202 78,780.00 S) 43 LIGHTING CONDUIT (BRIDGE) M 30.0000 73,500.00 0.000 0.00 SF) 44 COMMUNICATION CONDUIT (BRIDGE) M 30.0000 51,870.00 0.000 0.00 SF) 45 SPRINKLER CONTROL CONDUIT (BRIDGE) M 32.0000 62,368.00 0.000 0.00 SF) 46 TRAFFIC MONITORING STATION (LOCATION 1) LS 48,000.0000 48,000.00 0.000 0.00 S) 47 TRAFFIC MONITORING STATION (LOCATION 2) LS 46,000.0000 46,000.00 0.000 0.00 S) 48 TRAFFIC MONITORING STATION (LOCATION 3) LS 43,000.0000 43,000.00 0.000 0.00 S) 49 FIBER OPTIC COMMUNICATION SYSTEM LS 275,000.0000 275,000.00 0.000 0.00 S) 50 RAMP METERING SYSTEM (LOCATION 1) LS 13,000.0000 13,000.00 0.000 0.00 S) 51 RAMP METERING SYSTEM (LOCATION 2) LS 50,000.0000 50,000.00 0.093 4,650.00 S) 52 RAMP METERING SYSTEM (LOCATION 3) LS 58,000.0000 58,000.00 0.000 0.00 S) 53 RAMP METERING SYSTEM (LOCATION 4) LS 14,000.0000 14,000.00 0.000 0.00 S) 54 RAMP METERING SYSTEM (LOCATION 5) LS 11,000.0000 11,000.00 0.000 0.00 S) 55 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 56 IMPORTED TOPSOIL M3 15.0000 219,000.00 0.000 0.00 PROGRAM CAS145 PAGE 11 DATE 01/11/05 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-080904 TIME 03:02 PM ESTIMATE NO. 16 BID OPENING 09/18/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/04 R.E. NAME: AL-JAFRI, ABU-BAKR DATE OF THIS ESTIMATE 01/11/05 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 4,000.00 15,804,172.85 ADJUSTMENT OF COMPENSATION 0.00 11,185.48 EXTRA WORK 113,502.05 698,452.45 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 117,502.05 16,513,810.78 57 MOBILIZATION LS 4896,231.0000 4,896,231.00 0.950 4,651,419.45 ORIGINAL CONTRACT AMOUNT 51,544,999.50 TOTAL WORK COMPLETED 117,502.05 21,165,230.23 MATERIALS ON HAND ON SITE 64,165.50 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -54,881.68 TOTAL 117,502.05 21,174,514.05 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 11/13/03 760 12/08/03 11/28/03 02/01/07 236 32 0 0 40% 31% PROGRESS IS SATISFACTORY AL-JAFRI, ABU-BAKR RESIDENT ENGINEER PROGRAM CAS145 DATE 01/11/05