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 05/26/10 EST. NO.16 TIME 01:32 PM R.E. NAME: ALAM, MAHFUAL 08-472304 --------------------------------------------------------------------------- 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 0064 194.41 E.W. @ F.A.(+) 032510 N 0236.0 0067 1,565.65 122309 N 0241.0 0069 1,575.17 021710 N 0251.0 0072 384.61 050610 N 0269.0 0073 288.34 050710 N 0272.0 0074 112.07 051210 N 0273.0 003 0010 600.00 A.C. @ F.A.(+) 041910 N 0254.0 015 0009 4,391.00 A.C. @ U.P.(+) 043010 N 9 0 016 0074 1,120.02 E.W. @ F.A.(+) 011910 N 0244.0 0076 4,115.53 021610 N 0246.0 0077 1,222.43 041410 N 0248.0 0079 882.87 021810 N 0252.0 021 0004 6,642.72 E.W. @ L.S.(+) 052010 N 2 0 028 0009 11,221.14 A.C. @ U.P.(+) 043010 N 9 0 034 0006 694.00 E.W. @ F.A.(+) 030110 N 0268.0 036 0002 39,993.71 A.C. @ L.S.(+) 051810 N 0002 0 038 0001 750.91 A.C. @ F.A.(+) 032410 N 0253.0 0002 9,843.91 032410 N 0262.0 0005 7,809.02 032810 N 0264.0 0007 7,495.64 033010 N 0266.0 0008 4,722.98 040110 N 0267.0 039 0001 43,841.95 E.W. @ L.S.(+) 051810 N 0001 0 149,468.08 TOTAL THIS ESTIMATE 1,350,174.91 TOTAL PREVIOUS ESTIMATE 1,499,642.99 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 05/26/10 EST. NO.16 TIME 01:32 PM R.E. NAME: ALAM, MAHFUAL 08-472304 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE OPENING CLOSURE -8,590.00 08 0.00 -8,590.00 LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 04 MISSING DOCUMENTS 10,000.00 06 0.00 0.00 TOTAL DEDUCTIONS 0.00 -8,590.00 PROGRAM CAS145 PAGE 1 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 LOCATION PROGRESS ESTIMATE 08-RIV-10-R0.0/R8.2 ----------------- BEADOR CONSTRUCTION CO., INC. IN RIVERSIDE COUNTY IN CALIMESA AND ATTN: MR. WOLFGANG DEIGADO BEAUMONT FROM COUNTY LINE ROAD 26320 LESTER CIRCLE UNDERCROSSING TO PENNSYLVANIA CORONA, CA 92883 AVENUE UNDERCROSSING FED. AID NO. ACIM-102(254)86E CONSTRUCT BRIDGE ------------------------------------------------------------------------------------------------------------------------------------ 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 3,500.0000 3,500.00 0.050 175.00 0.650 2,275.00 02 TIME-RELATED OVERHEAD WDAY 1,400.0000 504,000.00 20.000 28,000.00 223.000 312,200.00 03 TEMPORARY FENCE M 24.0000 6,960.00 0.000 0.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 44.0000 3,168.00 72.000 3,168.00 05 CONSTRUCTION SITE MANAGEMENT LS 80,000.0000 80,000.00 0.060 4,800.00 0.630 50,400.00 06 PREPARE STORM WATER POLLUTION LS 5,250.0000 5,250.00 0.900 4,725.00 S) PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 20.0000 10,000.00 667.000 13,340.00 S) 08 TEMPORARY GRAVEL BAG BERM M 34.0000 782.00 0.000 0.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,100.0000 16,800.00 1.000 2,100.00 6.000 12,600.00 S) 10 TEMPORARY CONSTRUCTION ENTRANCE EA 3,100.0000 18,600.00 5.000 15,500.00 S) 11 TEMPORARY CHECK DAM M 26.0000 11,960.00 198.000 5,148.00 S) 12 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 88,000.00 275.000 55,000.00 S) 13 STREET SWEEPING LS 105,000.0000 105,000.00 0.060 6,300.00 0.630 66,150.00 14 ASBESTOS CONTAINING MATERIAL REMOVAL LS 10,500.0000 10,500.00 1.000 10,500.00 S) 15 CONSTRUCTION AREA SIGNS LS 80,000.0000 80,000.00 0.750 60,000.00 S) 16 TRAFFIC CONTROL SYSTEM LS 796,159.7000 796,159.70 0.060 47,769.58 0.630 501,580.61 S) 17 TYPE III BARRICADE EA 80.0000 2,560.00 19.000 1,520.00 S) 18 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,050.00 31.200 1,092.00 S) 19 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.1000 66,110.00 5,048.120 5,552.93 89,154.950 98,070.45 S) 20 CHANNELIZER (SURFACE MOUNTED) EA 22.0000 15,180.00 40.000 880.00 213.000 4,686.00 S) 21 FLASHING BEACON (PORTABLE) EA 1,750.0000 5,250.00 3.000 5,250.00 S) 22 TEMPORARY PAVEMENT MARKER EA 4.2500 82,450.00 1,887.000 8,019.75 13,745.000 58,416.25 S) PROGRAM CAS145 PAGE 2 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 17,000.0000 68,000.00 3.000 51,000.00 S) 24 TEMPORARY RAILING (TYPE K) M 30.0000 630,000.00 1,359.200 40,776.00 13,378.200 401,346.00 25 TEMPORARY CRASH CUSHION MODULE EA 165.0000 72,600.00 50.000 8,250.00 351.000 57,915.00 S) 26 TEMPORARY TRAFFIC SCREEN M 3.2000 66,560.00 768.000 2,457.60 9,933.000 31,785.60 S) 27 ABANDON CULVERT M 63.0000 8,190.00 107.600 6,778.80 28 REMOVE FENCE M 4.4000 44,440.00 9,802.180 43,129.59 S) 29 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.1000 17,160.00 11,216.000 12,337.60 S) STRIPE 30 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 0.5000 6,000.00 376.100 188.05 18,862.100 9,431.05 S) 31 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 17.5000 210.00 11.700 204.75 S) 32 REMOVE PAVEMENT MARKER EA 0.8000 1,584.00 3,371.000 2,696.80 S) 33 REMOVE PAVEMENT MARKER (RECESSED) EA 1.6000 5,184.00 57.000 91.20 2,268.000 3,628.80 34 REMOVE ROADSIDE SIGN (WOOD POST) EA 105.0000 105.00 0.000 0.00 35 REMOVE SIGN STRUCTURE EA 6,575.0000 19,725.00 0.000 0.00 S) 36 REMOVE BRIDGE MOUNTED SIGN EA 2,650.0000 5,300.00 0.000 0.00 37 REMOVE ASPHALT CONCRETE DIKE M 3.7500 72,375.00 102.000 382.50 14,184.000 53,190.00 38 REMOVE OVERSIDE DRAIN EA 600.0000 21,000.00 26.000 15,600.00 39 REMOVE CULVERT M 65.0000 46,150.00 840.550 54,635.75 40 REMOVE INLET EA 1,050.0000 38,850.00 30.000 31,500.00 41 REMOVE HEADWALL EA 890.0000 890.00 1.000 890.00 42 REMOVE ASPHALT CONCRETE SURFACING M2 21.0000 51,618.00 0.000 0.00 43 SALVAGE METAL BRIDGE RAILING M 14.0000 7,280.00 413.000 5,782.00 S) 44 SALVAGE METAL BEAM GUARD RAILING M 22.0000 74,580.00 87.630 1,927.86 5,453.450 119,975.90 S) 45 RESET SURVEY MONUMENT EA 1,050.0000 60,900.00 0.000 0.00 46 RESET ROADSIDE SIGN (ONE POST) EA 270.0000 2,430.00 4.000 1,080.00 47 RELOCATE ROADSIDE SIGN EA 275.0000 5,775.00 3.000 825.00 48 ADJUST INLET EA 1,300.0000 23,400.00 10.000 13,000.00 49 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 2.5000 350,000.00 224.800 562.00 95,189.800 237,974.50 S) PROGRAM CAS145 PAGE 3 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE (CHANNEL) M3 175.0000 1,925.00 11.000 1,925.00 51 REMOVE CONCRETE BARRIER M 37.0000 99,900.00 2,695.100 99,718.70 52 PREPARE CONCRETE BRIDGE DECK SURFACE M2 5.2000 32,640.40 0.000 0.00 53 CLEAN BRIDGE DECK M2 3.7000 17,286.40 0.000 0.00 54 REMOVE CONCRETE (CURB, GUTTER, AND M3 64.0000 71,680.00 36.500 2,336.00 627.400 40,153.60 SIDEWALK) 55 CAP INLET EA 1,300.0000 14,300.00 9.000 11,700.00 56 BRIDGE REMOVAL LS 147,000.0000 147,000.00 0.500 73,500.00 1.000 147,000.00 57 BRIDGE REMOVAL (PORTION), LOCATION A LS 21,000.0000 21,000.00 1.000 21,000.00 58 BRIDGE REMOVAL (PORTION), LOCATION B LS 24,000.0000 24,000.00 1.000 24,000.00 59 CLEARING AND GRUBBING LS 30,000.0000 30,000.00 0.850 25,500.00 60 REMOVE TREE EA 1,300.0000 61,100.00 14.000 18,200.00 105.000 136,500.00 61 DEVELOP WATER SUPPLY LS 21,000.0000 21,000.00 0.500 10,500.00 62 ROADWAY EXCAVATION M3 20.0000 1,100,000.00 1,012.290 20,245.80 31,882.910 637,658.20 63 ROADWAY EXCAVATION (TYPE Y-1) M3 29.0000 49,010.00 1,690.000 49,010.00 (AERIALLY DEPOSITED LEAD) 64 LEAD COMPLIANCE PLAN LS 6,600.0000 6,600.00 1.000 6,600.00 S) 65 ASBESTOS COMPLIANCE PLAN LS 2,625.0000 2,625.00 1.000 2,625.00 S) 66 STRUCTURE EXCAVATION (BRIDGE) M3 83.0000 144,254.00 400.000 33,200.00 1,741.000 144,503.00 F) 67 STRUCTURE EXCAVATION (RETAINING WALL) M3 230.0000 64,400.00 280.000 64,400.00 F) 68 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 297.0000 15,741.00 53.000 15,741.00 F) 69 STRUCTURE BACKFILL (BRIDGE) M3 90.0000 202,230.00 1,129.000 101,610.00 F) 70 STRUCTURE BACKFILL (RETAINING WALL) M3 180.0000 25,200.00 140.000 25,200.00 F) 71 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 370.0000 4,070.00 11.000 4,070.00 F) 72 SAND BACKFILL M3 370.0000 13,320.00 10.100 3,737.00 73 DITCH EXCAVATION M3 45.0000 60,750.00 1,161.500 52,267.50 74 SOIL NAIL ASSEMBLY M 160.0000 40,960.00 216.000 34,560.00 S) 75 HIGHWAY PLANTING LS 29,400.0000 29,400.00 1.000 29,400.00 S) 76 ROCK BLANKET M2 85.0000 345,950.00 2,355.500 200,217.50 S) PROGRAM CAS145 PAGE 4 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 EROSION CONTROL (BLANKET) M2 2.1000 11,550.00 1,867.470 3,921.69 S) 78 EROSION CONTROL (TYPE D) HA 3,500.0000 10,500.00 2.560 8,960.00 S) 79 PLANT ESTABLISHMENT WORK LS 63,000.0000 63,000.00 0.088 5,544.00 0.780 49,140.00 S) 80 EXTEND 150 MM CONDUIT M 350.0000 1,050.00 0.000 0.00 S) 81 CLASS 2 AGGREGATE SUBBASE M3 40.0000 444,000.00 391.100 15,644.00 8,713.900 348,556.00 82 CLASS 2 AGGREGATE BASE M3 58.0000 476,180.00 151.000 8,758.00 6,015.760 348,914.08 83 AGGREGATE BASE (APPROACH SLAB) M3 325.0000 102,700.00 0.000 0.00 84 LEAN CONCRETE BASE M3 185.0000 1,457,800.00 87.720 16,228.20 4,205.630 778,041.55 85 HOT MIX ASPHALT (TYPE A BOND BREAKER) TONN 105.0000 384,300.00 1,836.470 192,829.35 86 HOT MIX ASPHALT TONN 98.0000 2,753,800.00 1,038.760 101,798.48 13,274.820 1,300,932.36 87 HOT MIX ASPHALT (LEVELING) TONN 113.0000 202,270.00 0.000 0.00 88 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 120.0000 1,488,000.00 13,456.840 1,614,820.80 89 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 8.4000 9,912.00 674.980 5,669.83 90 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 8.4000 206,640.00 741.900 6,231.96 12,835.840 107,821.06 91 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 8.4000 34,440.00 1,259.440 10,579.30 92 PLACE HOT MIX ASPHALT M2 110.0000 55,000.00 500.000 55,000.00 (MISCELLANEOUS AREA) 93 TACK COAT TONN 890.0000 76,540.00 78.150 69,553.50 94 CONCRETE PAVEMENT M3 235.0000 3,971,500.00 55.830 13,120.05 8,669.240 2,037,271.40 95 CONCRETE PAVEMENT (RAMP TERMINI) M3 425.0000 297,500.00 190.947 81,152.48 488.787 207,734.48 96 REPLACE CONCRETE PAVEMENT M3 390.0000 3,357,900.00 6,100.030 2,379,011.70 (RAPID STRENGTH CONCRETE) 97 SEAL PAVEMENT JOINT M 5.5000 129,800.00 6,359.000 34,974.50 10,214.000 56,177.00 98 SEAL LONGITUDINAL ISOLATION JOINT M 4.0000 80,800.00 4,926.000 19,704.00 10,026.000 40,104.00 99 REPAIR SPALLED JOINTS (POLYESTER GROUT) M2 1,000.0000 200,000.00 0.000 0.00 00 GRIND EXISTING CONCRETE M2 4.6000 388,240.00 61,141.310 281,250.03 S) PAVEMENT 01 460 MM CAST-IN-DRILLED-HOLE M 360.0000 83,160.00 231.600 83,376.00 S) CONCRETE PILING 02 PRESTRESSING CAST-IN-PLACE CONCRETE LS 43,000.0000 43,000.00 0.500 21,500.00 S) 03 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 200.0000 228,600.00 92.000 18,400.00 235.390 47,078.00 F) PROGRAM CAS145 PAGE 5 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BRIDGE M3 1,000.0000 1,091,000.00 709.000 709,000.00 F) 05 STRUCTURAL CONCRETE, RETAINING WALL M3 595.0000 332,010.00 382.000 227,290.00 F) 06 STRUCTURAL CONCRETE, APPROACH SLAB M3 900.0000 168,300.00 126.000 113,400.00 F) (TYPE N) 07 STRUCTURAL CONCRETE, APPROACH SLAB M3 875.0000 1,101,625.00 147.180 128,782.50 (TYPE R) 08 CLASS 1 CONCRETE (STRUCTURE) M3 4,200.0000 2,100.00 0.500 2,100.00 F) 09 MINOR CONCRETE (MINOR STRUCTURE) M3 1,650.0000 612,150.00 371.000 612,150.00 F) 10 MINOR CONCRETE (BACKFILL) M3 225.0000 15,300.00 68.000 15,300.00 11 PAVING NOTCH EXTENSION M3 2,075.0000 42,745.00 2.640 5,478.00 12 FRACTURED RIB TEXTURE M2 53.0000 67,151.00 645.500 34,211.50 F) 13 DRILL AND BOND DOWEL M 69.0000 23,184.00 5.400 372.60 302.000 20,838.00 14 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 86.0000 21,672.00 48.000 4,128.00 15 CLEAN EXPANSION JOINT M 55.0000 15,840.00 0.000 0.00 16 FURNISH PRECAST PRESTRESSED CONCRETE EA 9,800.0000 58,800.00 6.000 58,800.00 S) GIRDER (5 M - 10 M) 17 FURNISH PRECAST PRESTRESSED CONCRETE EA 19,250.0000 57,750.00 3.000 57,750.00 S) GIRDER (15 M - 20 M) 18 ERECT PRECAST PRESTRESSED CONCRETE EA 2,900.0000 26,100.00 9.000 26,100.00 S) GIRDER 19 REFINISH BRIDGE DECK M2 380.0000 14,060.00 37.000 14,060.00 37.000 14,060.00 20 FURNISH POLYESTER CONCRETE OVERLAY M3 3,000.0000 150,000.00 0.000 0.00 21 PLACE POLYESTER CONCRETE OVERLAY M2 10.0000 26,000.00 0.000 0.00 F) 22 CORE TREATED BRIDGE DECK EA 315.0000 11,655.00 0.000 0.00 23 JOINT SEAL (MR 30 MM) M 150.0000 43,200.00 0.000 0.00 S) 24 JOINT SEAL (MR 15 MM) M 115.0000 29,325.00 0.000 0.00 S) 25 BAR REINFORCING STEEL KG 23.0000 1,357.00 59.000 1,357.00 F) 26 BAR REINFORCING STEEL (BRIDGE) KG 2.8000 356,039.60 6,000.000 16,800.00 97,317.000 272,487.60 SF) 27 BAR REINFORCING STEEL (RETAINING WALL) KG 2.3000 95,864.00 28,752.000 66,129.60 SF) 28 SHOTCRETE M3 970.0000 12,610.00 13.000 12,610.00 F) 29 TREAT BRIDGE DECK M2 6.2000 51,763.80 0.000 0.00 F) 30 FURNISH BRIDGE DECK TREATMENT MATERIAL L 16.0000 54,384.00 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 COMPOSITE COLUMN CASING M2 600.0000 34,200.00 0.000 0.00 SF) 32 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 51,900.00 3,460.000 51,900.00 F) WITH WALKWAY) 33 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.3000 7,958.00 0.000 0.00 F) WITH WALKWAY) 34 FURNISH SIGN STRUCTURE (TRUSS) KG 13.5000 261,225.00 19,350.000 261,225.00 F) 35 INSTALL SIGN STRUCTURE (TRUSS) KG 0.9000 17,415.00 19,350.000 17,415.00 19,350.000 17,415.00 F) 36 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 145.0000 11,165.00 40.850 5,923.25 40.850 5,923.25 37 FURNISH LAMINATED PANEL SIGN M2 155.0000 7,595.00 0.000 0.00 (25.4 MM-TYPE B) 38 FURNISH LAMINATED PANEL SIGN M2 170.0000 13,600.00 0.000 0.00 (63.5 MM-TYPE B) 39 FURNISH SINGLE SHEET ALUMINUM SIGN M2 93.0000 297.60 0.000 0.00 (1.6 MM-UNFRAMED) 40 FURNISH SINGLE SHEET ALUMINUM SIGN M2 98.0000 2,940.00 0.000 0.00 (2.0 MM-UNFRAMED) 41 1524 MM CAST-IN-DRILLED-HOLE M 2,980.0000 47,680.00 16.000 47,680.00 S) CONCRETE PILE (SIGN FOUNDATION) 42 ROADSIDE SIGN - ONE POST EA 465.0000 2,325.00 0.000 0.00 43 ROADSIDE SIGN - TWO POST EA 875.0000 3,500.00 0.000 0.00 44 INSTALL ROADSIDE SIGN PANEL ON EA 195.0000 2,340.00 0.000 0.00 EXISTING POST 45 INSTALL ROADSIDE SIGN EA 1,925.0000 25,025.00 0.000 0.00 (LAMINATED WOOD BOX POST) 46 450 MM ALTERNATIVE PIPE CULVERT M 235.0000 289,050.00 988.680 232,339.80 47 600 MM ALTERNATIVE PIPE CULVERT M 225.0000 749,250.00 3,333.000 749,925.00 48 450 MM REINFORCED CONCRETE PIPE M 240.0000 52,800.00 195.670 46,960.80 49 600 MM REINFORCED CONCRETE PIPE M 256.0000 48,640.00 190.000 48,640.00 50 750 MM REINFORCED CONCRETE PIPE M 272.0000 114,240.00 401.400 109,180.80 51 900 MM REINFORCED CONCRETE PIPE M 365.0000 15,330.00 42.000 15,330.00 52 975 MM REINFORCED CONCRETE PIPE M 500.0000 23,000.00 49.000 24,500.00 53 200 MM CORRUGATED STEEL PIPE M 660.0000 2,640.00 0.000 0.00 (1.63 MM THICK) 54 FLUME DOWNDRAIN M 300.0000 75,000.00 187.500 56,250.00 55 TAPERED INLET EA 375.0000 8,625.00 8.000 3,000.00 56 GRATED LINE DRAIN M 315.0000 740,250.00 2,017.880 635,632.20 57 300 MM CORRUGATED STEEL PIPE RISER M 1,250.0000 41,250.00 20.900 26,125.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 7 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 450 MM ALTERNATIVE FLARED END SECTION EA 315.0000 315.00 0.000 0.00 59 600 MM ALTERNATIVE FLARED END SECTION EA 420.0000 420.00 0.000 0.00 60 900 MM PRECAST CONCRETE PIPE INLET M 1,050.0000 7,350.00 2.000 2,100.00 61 MANHOLE EA 2,100.0000 6,300.00 1.000 2,100.00 S) 62 ROCK SLOPE PROTECTION (1/4T, METHOD A) M3 125.0000 77,500.00 0.000 0.00 63 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 125.0000 15,000.00 0.000 0.00 64 ROCK SLOPE PROTECTION M3 310.0000 3,410.00 0.000 0.00 (FACING, METHOD B) 65 ROCK SLOPE PROTECTION M3 175.0000 9,625.00 62.700 10,972.50 (BACKING NO. 1, METHOD B) 66 ROCK SLOPE PROTECTION M3 200.0000 4,400.00 21.600 4,320.00 (BACKING NO. 2, METHOD B) 67 ROCK SLOPE PROTECTION M3 330.0000 3,300.00 6.500 2,145.00 (BACKING NO. 3, METHOD B) 68 SLOPE PAVING (CONCRETE) M3 1,575.0000 12,600.00 0.000 0.00 F) 69 MINOR CONCRETE (CHANNEL LINING) M3 1,000.0000 71,000.00 36.760 36,760.00 70 ROCK SLOPE PROTECTION FABRIC M2 4.0000 8,280.00 144.700 578.80 71 MINOR CONCRETE (MISCELLANEOUS M3 585.0000 175,500.00 1.900 1,111.50 188.310 110,161.35 CONSTRUCTION) 72 MINOR CONCRETE (GUTTER) M 130.0000 14,170.00 109.000 14,170.00 F) 73 MISCELLANEOUS IRON AND STEEL KG 4.4000 176,880.00 18,420.000 81,048.00 SF) 74 CHAIN LINK FENCE (TYPE CL-1.8) M 39.5000 398,950.00 9,802.180 387,186.11 S) 75 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,575.0000 7,875.00 5.000 7,875.00 S) 76 OBJECT MARKER (TYPE L-1) EA 105.0000 4,200.00 0.000 0.00 77 METAL BEAM GUARD RAILING (WOOD POST) M 66.0000 441,540.00 26.670 1,760.22 3,396.570 224,173.62 S) 78 SINGLE THRIE BEAM BARRIER (WOOD POST) M 112.0000 10,304.00 0.000 0.00 S) 79 BARRIER RAILING ANCHORAGE BLOCK EA 2,750.0000 93,500.00 8.000 22,000.00 10.000 27,500.00 80 CABLE RAILING M 40.0000 5,760.00 74.000 2,960.00 SF) 81 TRANSITION RAILING (TYPE WB) EA 3,350.0000 120,600.00 4.000 13,400.00 11.000 36,850.00 S) 82 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 600.0000 27,000.00 32.000 19,200.00 S) 83 END CAP (TYPE A) EA 360.0000 4,320.00 7.000 2,520.00 S) 84 END CAP (TYPE C) EA 525.0000 1,050.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,200.0000 4,200.00 2.000 8,400.00 S) 86 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,575.0000 162,225.00 4.000 10,300.00 38.000 97,850.00 S) 87 CONCRETE BARRIER (TYPE 60) M 225.0000 24,750.00 5.720 1,287.00 62.020 13,954.50 88 CONCRETE BARRIER (TYPE 60D) M 175.0000 11,200.00 0.000 0.00 89 CONCRETE BARRIER (TYPE 60GA) M 510.0000 11,730.00 23.000 11,730.00 F) 90 CONCRETE BARRIER (TYPE 60GC) M 300.0000 1,044,000.00 2,261.250 678,375.00 3,357.250 1,007,175.00 91 CONCRETE BARRIER (TYPE 60GE) M 770.0000 31,570.00 31.510 24,262.70 40.510 31,192.70 92 CONCRETE BARRIER (TYPE 60SC) M 250.0000 250,000.00 324.770 81,192.50 919.090 229,772.50 93 CONCRETE BARRIER (TYPE 60D MODIFIED) M 175.0000 25,200.00 74.000 12,950.00 F) 94 CONCRETE BARRIER (TYPE 732R) M 215.0000 32,895.00 0.000 0.00 F) 95 CONCRETE BARRIER (TYPE 60GA MODIFIED) M 535.0000 73,830.00 54.000 28,890.00 83.000 44,405.00 F) 96 CONCRETE BARRIER (TYPE 732) M 185.0000 41,995.00 114.000 21,090.00 F) 97 CONCRETE BARRIER (TYPE 60 R MOD) M 700.0000 168,000.00 26.290 18,403.00 83.690 58,583.00 98 CONCRETE BARRIER (TYPE 742B) M 350.0000 15,050.00 43.000 15,050.00 F) 99 CONCRETE BARRIER (TYPE 742B MODIFIED) M 365.0000 10,950.00 30.000 10,950.00 F) 00 THERMOPLASTIC PAVEMENT MARKING M2 38.0000 14,820.00 105.740 4,018.12 S) 01 THERMOPLASTIC TRAFFIC STRIPE M 0.8500 83,555.00 25.340 21.54 S) (SPRAYABLE) 02 PARKING BUMPER (PRECAST CONCRETE) EA 52.0000 1,040.00 20.000 1,040.00 03 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.3000 1,911.00 20.000 26.00 S) 04 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.8000 5,282.00 62.000 235.60 437.000 1,660.60 S) 05 PAVEMENT MARKER EA 3.7500 14,212.50 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 06 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,000.0000 5,000.00 1.000 5,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 07 LIGHTING AND SIGN ILLUMINATION LS 1305,600.0000 1,305,600.00 0.020 26,112.00 0.900 1,175,040.00 S) 08 COMMUNICATION SYSTEM LS 612,000.0000 612,000.00 0.010 6,120.00 1.000 612,000.00 S) 09 MODIFY TRAFFIC MONITORING STATION LS 25,500.0000 25,500.00 0.273 6,961.50 0.856 21,828.00 S) 10 RAMP METERING SYSTEM (LOCATION 1) LS 73,950.0000 73,950.00 0.101 7,468.95 0.700 51,765.00 S) 11 RAMP METERING SYSTEM (LOCATION 2) LS 71,400.0000 71,400.00 0.143 10,210.20 0.839 59,904.60 S) PROGRAM CAS145 PAGE 9 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MODIFY SIGNAL AND LIGHTING (LOCATION 1) LS 25,500.0000 25,500.00 0.248 6,324.00 0.449 11,449.50 S) 13 MODIFY SIGNAL AND LIGHTING (LOCATION 2) LS 40,800.0000 40,800.00 0.488 19,910.40 S) 14 MODIFY SIGNAL AND LIGHTING (LOCATION 3) LS 7,650.0000 7,650.00 0.000 0.00 S) PROGRAM CAS145 PAGE 10 DATE 05/26/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-472304 TIME 01:32 PM ESTIMATE NO. 16 BID OPENING 11/13/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/20/10 R.E. NAME: ALAM, MAHFUAL DATE OF THIS ESTIMATE 05/26/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,626,254.96 23,587,552.97 ADJUSTMENT OF COMPENSATION 86,828.31 1,072,626.24 EXTRA WORK 62,639.77 427,016.75 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,775,723.04 25,087,195.96 15 MOBILIZATION LS 3880,000.0000 3,880,000.00 1.000 3,880,000.00 ORIGINAL CONTRACT AMOUNT 39,726,300.00 TOTAL WORK COMPLETED 1,775,723.04 28,967,195.96 MATERIALS ON HAND ON SITE 195,594.89 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -8,590.00 TOTAL 1,775,723.04 29,154,200.85 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 12/30/08 360 02/12/09 02/22/09 12/08/10 223 88 0 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY ALAM, MAHFUAL RESIDENT ENGINEER PROGRAM CAS145 PAGE 7 DATE 05/26/10