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 07/21/10 EST. NO.15 TIME 10:09 AM R.E. NAME: GREWAL SATINDER 04-4A5204 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 013 0007 11,230.00 E.W. @ L.S.(+) 052010 N CMSB-7 016 0011 3,240.54 E.W. @ F.A.(+) 092109 N 0030.0 019 0007 955.90 E.W. @ F.A.(+) 120809 N 0043.0 0008 352.70 120509 N 0044.0 0009 4,136.47 120409 N 0045.0 0010 1,552.56 120309 N 0046.0 0011 1,330.60 113009 N 0047.0 0012 2,976.96 120109 N 0048.0 0014 5,234.14 120509 N 0061.0 0015 3,032.85 110909 N 0062.0 0018 9,817.05 120309 N 0049.0 0019 2,654.59 110409 N 0058.0 0020 2,224.67 110609 N 0060.0 0021 633.40 100909 N 0034.0 0022 1,712.90 011110 N 0137.0 0023 310.88 011810 N 0138.0 0035 1,819.36 011310 N 0174.0 0036 955.90 010610 N 0136.0 0041 5,260.44 012010 N 0140.1 021 0001 119,298.19 E.W. @ L.S.(+) 062110 N 0001 0 024 0001 31,030.00 A.C. @ L.S.(+) 062110 N 0001 0 030 0001 35,057.97 E.W. @ L.S.(+) 062110 N 0001 0 244,818.07 TOTAL THIS ESTIMATE 969,048.69 TOTAL PREVIOUS ESTIMATE 1,213,866.76 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 07/21/10 EST. NO.15 TIME 10:09 AM R.E. NAME: GREWAL SATINDER 04-4A5204 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE LATE LN CLOSURE P/U -66,500.00 04 REVERSAL OF EST #4 66,500.00 05 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 LOCATION PROGRESS ESTIMATE 04-ALA-680-R6.4/12.5 ----------------- BAY CITIS PAVING & GRADING,INC IN ALAMED CO. AT VARIOUS LOCATIONS P O BOX 6227 FROM 0.2 KM NORTH OF MISSION SAN CONCORD, CA 94524 JOSE SEPARTATION TO STONERIDGE DRIVE OVERCROSSING. FED. AID NO. HP21-6204(73) WIDENING, ROADWAY REHABILITATION, ------------------------------------------------------------------------------------------------------------------------------------ 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 10,000.0000 10,000.00 0.880 8,800.00 02 TIME-RELATED OVERHEAD LS 600,000.0000 600,000.00 0.850 510,000.00 03 TEMPORARY FENCE (TYPE ESA) M 3.6400 37,492.00 9,333.620 33,974.38 04 TEMPORARY WILDLIFE EXCLUSION FENCE M 3.1900 32,857.00 7,806.620 24,903.12 05 CONSTRUCTION SITE MANAGEMENT LS 2,550.0000 2,550.00 0.950 2,422.50 06 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 PREVENTION PLAN 07 TEMPORARY SILT FENCE M 3.7100 7,791.00 3,191.360 11,839.95 08 TEMPORARY CONSTRUCTION ENTRANCE EA 2,000.0000 20,000.00 6.000 12,000.00 09 TEMPORARY COVER M2 1.1200 9,632.00 15,640.000 17,516.80 10 TEMPORARY DRAINAGE INLET PROTECTION EA 122.7000 25,767.00 50.000 6,135.00 11 STREET SWEEPING LS 49,350.0000 49,350.00 0.050 2,467.50 0.950 46,882.50 12 TEMPORARY CONCRETE WASHOUT BIN EA 700.0000 6,300.00 9.710 6,797.00 13 PREVENTION OF NESTING BIRDS LS 7,500.0000 7,500.00 1.000 7,500.00 (BRIDGES) 14 CONSTRUCTION AREA SIGNS LS 20,349.0000 20,349.00 0.500 10,174.50 S) 15 TRAFFIC CONTROL SYSTEM LS 390,000.0000 390,000.00 0.050 19,500.00 0.850 331,500.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.7000 2,499.00 23.480 838.24 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0200 28,254.00 8,347.360 8,514.31 39,915.810 40,714.13 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 25.5000 2,805.00 0.000 0.00 S) 19 TEMPORARY PAVEMENT MARKER EA 3.0600 37,332.00 485.000 1,484.10 7,689.000 23,528.34 S) 20 PORTABLE CHANGEABLE MESSAGE SIGN LS 11,000.0000 11,000.00 0.880 9,680.00 S) 21 TEMPORARY RAILING (TYPE K) M 13.7500 343,750.00 3,226.000 44,357.50 22,406.150 308,084.56 S) 22 TEMPORARY CRASH CUSHION MODULE EA 178.5000 42,840.00 21.000 3,748.50 184.000 32,844.00 S) PROGRAM CAS145 PAGE 2 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 ABANDON CULVERT EA 1,500.0000 6,000.00 4.000 6,000.00 24 ABANDON INLET EA 450.0000 450.00 1.000 450.00 25 REMOVE FENCE M 10.0000 4,800.00 368.800 3,688.00 26 REMOVE METAL BEAM GUARD RAILING M 36.2000 9,774.00 63.620 2,303.04 27 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.3300 20,083.00 2,272.560 3,022.50 28 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 1.3300 10,733.10 2,518.600 3,349.74 STRIPE 29 REMOVE PAINTED TRAFFIC STRIPE M 1.3300 24,871.00 3,077.800 4,093.47 4,258.760 5,664.15 30 REMOVE PAVEMENT MARKING M2 20.4000 1,428.00 37.280 760.51 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.3300 9,216.90 5,846.960 7,776.46 32 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.4000 1,224.00 28.860 588.74 33 REMOVE PAVEMENT MARKER EA 1.0200 24,174.00 678.000 691.56 3,038.000 3,098.76 34 REMOVE ROADSIDE SIGN EA 102.0000 2,040.00 0.000 0.00 35 REMOVE ROADSIDE SIGN EA 45.9000 321.30 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 36 REMOVE SIGN STRUCTURE EA 2,907.0000 5,814.00 2.000 5,814.00 37 REMOVE SIGN PANEL AND REMOVABLE SIGN M2 127.5000 2,295.00 0.000 0.00 PANEL FRAME 38 REMOVE ASPHALT CONCRETE DIKE M 5.8000 3,596.00 475.000 2,755.00 39 REMOVE CULVERT M 68.5000 71,240.00 116.680 7,992.58 40 REMOVE INLET EA 250.0000 10,750.00 27.000 6,750.00 41 REMOVE CONCRETE DECK SURFACE M2 100.0000 14,400.00 0.000 0.00 42 RELOCATE ROADSIDE SIGN EA 464.1000 10,210.20 0.000 0.00 43 ADJUST INLET EA 1,407.6000 60,526.80 2.000 2,815.20 19.000 26,744.40 44 MODIFY INLET TO MANHOLE EA 1,305.6000 20,889.60 1.000 1,305.60 4.000 5,222.40 45 REMODEL INLET EA 1,305.6000 7,833.60 2.000 2,611.20 46 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.7500 57,750.00 770.000 2,887.50 13,951.700 52,318.88 S) 47 REMOVE CONCRETE M3 135.0000 6,075.00 177.960 24,024.60 48 REMOVE CONCRETE BARRIER M 38.6500 289,875.00 2,200.000 85,030.00 2,200.000 85,030.00 49 REMOVE UNSOUND CONCRETE M3 1,200.0000 13,200.00 0.930 1,116.00 11.940 14,328.00 PROGRAM CAS145 PAGE 3 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PREPARE CONCRETE BRIDGE DECK SURFACE M2 15.0000 29,385.00 0.000 0.00 51 CAP INLET EA 887.4000 15,085.80 -2.000 -1,774.80 16.000 14,198.40 52 BRIDGE REMOVAL (PORTION) LS 40,000.0000 40,000.00 1.000 40,000.00 53 CLEARING AND GRUBBING LS 56,000.0000 56,000.00 1.000 56,000.00 54 DEVELOP WATER SUPPLY LS 30,000.0000 30,000.00 0.930 27,900.00 55 ROADWAY EXCAVATION M3 17.6000 681,120.00 1,500.000 26,400.00 37,739.250 664,210.80 56 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 57 STRUCTURE EXCAVATION (BRIDGE) M3 150.0000 133,050.00 887.000 133,050.00 F) 58 STRUCTURE EXCAVATION (RETAINING WALL) M3 27.7000 335,170.00 12,100.000 335,170.00 59 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 100.0000 122,400.00 1,814.000 181,400.00 F) 60 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 175.0000 167,125.00 955.000 167,125.00 F) 61 STRUCTURE BACKFILL (BRIDGE) M3 100.0000 76,500.00 765.000 76,500.00 F) 62 STRUCTURE BACKFILL (RETAINING WALL) M3 30.0000 231,900.00 752.000 22,560.00 7,730.000 231,900.00 63 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 300.0000 9,300.00 31.000 9,300.00 F) 64 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 150.0000 26,250.00 620.000 93,000.00 F) 65 SAND BACKFILL M3 150.0000 10,500.00 69.200 10,380.00 66 LEAN CONCRETE BACKFILL M3 400.0000 147,200.00 368.000 147,200.00 F) 67 DITCH EXCAVATION M3 98.0000 1,960.00 20.300 1,989.40 68 SOIL NAIL ASSEMBLY M 85.0000 391,595.00 4,932.300 419,245.50 S) 69 IMPORTED MATERIAL (SHOULDER BACKING) TONN 31.6000 85,320.00 903.200 28,541.12 70 EROSION CONTROL (TYPE D) HA 14,107.0000 31,035.40 0.000 0.00 S) 71 EROSION CONTROL (NETTING) M2 8.4700 36,082.20 0.000 0.00 S) 72 FIBER ROLLS M 5.1700 48,494.60 727.000 3,758.59 S) 73 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 696.1500 4,176.90 2.000 1,392.30 S) 74 CLASS 4 AGGREGATE SUBBASE M3 13.6500 173,355.00 11,843.000 161,656.95 75 AGGREGATE BASE (APPROACH SLAB) M3 500.0000 11,500.00 0.000 0.00 76 CLASS 3 AGGREGATE BASE M3 63.0000 47,250.00 37.500 2,362.50 647.470 40,790.61 PROGRAM CAS145 PAGE 4 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CEMENT TREATED BASE M3 150.0000 189,000.00 0.000 0.00 (PLANT-MIXED, CLASS A) 78 LEAN CONCRETE BASE M3 160.0000 710,400.00 1,138.640 182,182.40 4,702.895 752,463.20 79 SEAL RANDOM CRACKS LNKM 6,302.1000 12,604.20 0.000 0.00 80 REPLACE ASPHALT CONCRETE SURFACING M3 940.0000 5,640.00 0.000 0.00 81 HOT MIX ASPHALT TONN 88.6000 6,148,840.00 20,385.080 1,806,118.09 45,591.940 4,039,445.88 82 HOT MIX ASPHALT (OPEN GRADED) TONN 108.1000 1,459,350.00 0.000 0.00 83 RUBBERIZED HOT MIX ASPHALT (GAP GRADED) TONN 131.2000 2,650,240.00 5,110.730 670,527.78 84 PAVING ASPHALT (BINDER, GEOSYNTHETIC TONN 10.0000 2,250.00 0.000 0.00 PAVEMENT INTERLAYER) 85 GEOSYNTHETIC PAVEMENT INTERLAYER M2 1.7500 331,100.00 83,385.000 145,923.75 137,767.000 241,092.25 86 PLACE HOT MIX ASPHALT DIKE (TYPE C) M 3.5700 928.20 19.030 67.94 87 PLACE HOT MIX ASPHALT DIKE (TYPE E) M 3.5700 23,633.40 3,464.500 12,368.27 88 PLACE HOT MIX ASPHALT DIKE (TYPE F) M 3.5700 3,248.70 670.520 2,393.76 89 PLACE HOT MIX ASPHALT M2 20.4000 79,152.00 19.000 387.60 (MISCELLANEOUS AREA) 90 REPLACE CONCRETE PAVEMENT M3 714.0000 1,470,840.00 2,001.894 1,429,352.32 (RAPID STRENGTH CONCRETE) 91 CRACK EXISTING CONCRETE PAVEMENT M2 0.5700 37,449.00 25,567.000 14,573.19 60,154.000 34,287.78 92 GRIND EXISTING CONCRETE M2 20.0000 26,600.00 800.000 16,000.00 S) PAVEMENT 93 750 MM DRILLED-HOLE M 149.0000 205,620.00 1,380.000 205,620.00 S) 94 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 178.5000 30,345.00 170.000 30,345.00 S) PILING 95 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 147,000.00 735.600 147,120.00 S) PILING 96 STEEL SOLDIER PILE (W410 X 60) M 125.0000 70,500.00 564.000 70,500.00 S) 97 STEEL SOLDIER PILE (W460 X 193) M 375.0000 411,750.00 1,098.000 411,750.00 S) 98 PRESTRESSING CAST-IN-PLACE CONCRETE LS 40,000.0000 40,000.00 1.000 40,000.00 S) 99 TIEBACK ANCHOR EA 2,500.0000 100,000.00 40.000 100,000.00 S) 00 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 700.0000 104,300.00 149.000 104,300.00 F) 01 STRUCTURAL CONCRETE, BRIDGE M3 1,200.0000 516,000.00 430.000 516,000.00 F) 02 STRUCTURAL CONCRETE, RETAINING WALL M3 472.0000 2,134,384.00 4,522.000 2,134,384.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,100.0000 69,300.00 23.000 25,300.00 63.000 69,300.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 337,500.00 36.400 54,600.00 169.400 254,100.00 (TYPE R) 05 CLASS 3 CONCRETE (BACKFILL) M3 300.0000 73,200.00 244.000 73,200.00 F) 06 MINOR CONCRETE (MINOR STRUCTURE) M3 555.0000 233,100.00 5.660 3,141.30 166.550 92,435.25 F) 07 MINOR CONCRETE (BACKFILL) M3 200.0000 600.00 1.100 220.00 3.400 680.00 08 PAVING NOTCH EXTENSION M3 9,000.0000 54,000.00 0.200 1,800.00 5.960 53,640.00 09 ARCHITECTURAL TEXTURE M2 100.0000 290,300.00 2,676.000 267,600.00 F) 10 DRILL AND BOND DOWEL M 75.0000 2,475.00 33.000 2,475.00 11 RAPID SETTING CONCRETE (PATCH) M3 400.0000 4,400.00 3.060 1,224.00 15.140 6,056.00 12 CONCRETE LAGGING M2 285.0000 491,910.00 1,710.000 487,350.00 13 FURNISH POLYESTER CONCRETE OVERLAY M3 3,500.0000 189,000.00 0.930 3,255.00 7.570 26,495.00 14 PLACE POLYESTER CONCRETE OVERLAY M2 35.0000 74,200.00 0.000 0.00 F) 15 JOINT SEAL (MR 25 MM) M 120.0000 14,400.00 0.000 0.00 S) 16 JOINT SEAL (MR 50 MM) M 475.0000 7,125.00 0.000 0.00 S) 17 BAR REINFORCING STEEL (BRIDGE) KG 2.2500 237,672.00 105,632.000 237,672.00 SF) 18 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 718,548.00 359,274.000 718,548.00 SF) 19 SHOTCRETE M3 600.0000 259,800.00 433.000 259,800.00 SF) 20 ASPHALT MEMBRANE WATERPROOFING M2 100.0000 7,800.00 78.000 7,800.00 SF) 21 COLUMN CASING KG 15.0000 455,325.00 30,355.000 455,325.00 SF) 22 FURNISH SIGN STRUCTURE (TRUSS) KG 12.5500 680,210.00 36,120.000 453,306.00 54,200.000 680,210.00 SF) 23 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4100 22,222.00 18,080.000 7,412.80 SF) 24 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 135.6600 18,992.40 54.000 7,325.64 S) 25 FURNISH SINGLE SHEET ALUMINUM SIGN M2 110.1600 4,406.40 0.000 0.00 S) (1.6 MM-UNFRAMED) 26 FURNISH SINGLE SHEET ALUMINUM SIGN M2 117.3000 469.20 0.000 0.00 S) (2.0 MM-UNFRAMED) 27 FURNISH SINGLE SHEET ALUMINUM SIGN M2 131.6000 1,052.80 0.000 0.00 S) (2.0 MM-FRAMED) 28 1524 MM CAST-IN-DRILLED-HOLE M 2,703.0000 108,120.00 28.900 78,116.70 36.500 98,659.50 S) CONCRETE PILE (SIGN FOUNDATION) 29 METAL (BARRIER MOUNTED SIGN) KG 31.6200 17,074.80 0.000 0.00 30 ROADSIDE SIGN - ONE POST EA 295.8000 887.40 0.000 0.00 PROGRAM CAS145 PAGE 6 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 ROADSIDE SIGN - TWO POST EA 622.2000 1,866.60 0.000 0.00 32 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 96.9000 872.10 0.000 0.00 METHOD) 33 450 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 157.8000 236,700.00 104.500 16,490.10 1,265.440 199,686.43 34 450 MM ALTERNATIVE PIPE CULVERT (TYPE B) M 164.2000 49,260.00 185.700 30,491.94 35 600 MM ALTERNATIVE PIPE CULVERT (TYPE A) M 333.0000 1,665.00 4.500 1,498.50 36 300 MM BITUMINOUS COATED CORRUGATED M 174.0000 5,220.00 20.950 3,645.30 STEEL PIPE (2.01 MM THICK) 37 450 MM BITUMINOUS COATED CORRUGATED M 234.0000 11,700.00 12.000 2,808.00 STEEL PIPE (2.01 MM THICK) 38 300 MM SLOTTED CORRUGATED STEEL PIPE M 166.5000 123,210.00 735.800 122,510.70 (2.01 MM THICK) 39 450 MM SLOTTED CORRUGATED STEEL PIPE M 198.6500 248,312.50 26.100 5,184.77 108.500 21,553.53 (2.01 MM THICK) 40 200 MM PERFORATED PLASTIC M 77.4000 128,484.00 1,630.300 126,185.22 PIPE UNDERDRAIN 41 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 42 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 43 PERMEABLE MATERIAL (BLANKET) M3 50.0000 103,500.00 118.000 5,900.00 2,070.000 103,500.00 44 300 MM WELDED STEEL PIPE (3.40 MM THICK) M 504.0000 10,080.00 26.500 13,356.00 45 300 MM ALTERNATIVE FLARED END SECTION EA 221.0000 221.00 0.000 0.00 46 MINOR CONCRETE (DITCH LINING) M3 451.3000 3,610.40 7.450 3,362.19 47 MINOR CONCRETE (MISCELLANEOUS M3 402.9000 52,377.00 2.200 886.38 59.570 24,000.75 CONSTRUCTION) 48 MINOR CONCRETE (GUTTER) M 57.6500 74,022.60 1,284.000 74,022.60 F) 49 MISCELLANEOUS IRON AND STEEL KG 2.8100 76,151.00 1,105.000 3,105.05 11,195.000 31,457.95 SF) 50 CHAIN LINK FENCE (TYPE CL-1.2, M 47.2300 42,034.70 374.000 17,664.02 S) VINYL-CLAD) 51 CHAIN LINK FENCE (TYPE CL-1.2 (MODIFIED) M 51.0000 38,403.00 753.000 38,403.00 SF)BLACK VINYL CLAD) 52 CHAIN LINK FENCE (TYPE CL-1.8) M 101.0000 7,070.00 0.000 0.00 S) 53 DELINEATOR (CLASS 1) EA 33.6600 4,039.20 0.000 0.00 54 OBJECT MARKER (TYPE L-1) EA 35.7000 1,071.00 0.000 0.00 55 METAL BEAM GUARD RAILING (WOOD POST) M 88.2500 49,420.00 98.980 8,734.99 S) 56 VEGETATION CONTROL (ASPHALT COMPOSITE) M2 39.2500 59,660.00 0.000 0.00 S) 57 TRANSITION RAILING (TYPE WB) EA 3,468.0000 48,552.00 9.000 31,212.00 S) PROGRAM CAS145 PAGE 7 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 END ANCHOR ASSEMBLY (TYPE SFT) EA 627.0000 3,762.00 4.000 2,508.00 S) 59 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,341.0000 13,364.00 5.000 16,705.00 S) 60 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,530.0000 40,480.00 6.000 15,180.00 S) 61 CRASH CUSHION (QUADGUARD) EA 38,300.0000 38,300.00 0.000 0.00 S) 62 CONCRETE BARRIER (TYPE 60D MOD) M 251.0000 30,120.00 120.000 30,120.00 63 CONCRETE BARRIER (TYPE 60) M 296.0000 22,496.00 15.020 4,445.92 64 CONCRETE BARRIER (TYPE 60C) M 214.0000 1,487,300.00 0.000 0.00 65 CONCRETE BARRIER (TYPE 60D) M 156.0000 263,640.00 140.000 21,840.00 1,270.000 198,120.00 F) 66 CONCRETE BARRIER (TYPE 732 MODIFIED) M 400.0000 66,800.00 120.000 48,000.00 F) 67 CONCRETE BARRIER (TYPE 732A) M 200.0000 90,000.00 332.000 66,400.00 68 CONCRETE BARRIER (TYPE 736A) M 200.0000 80,000.00 374.000 74,800.00 69 CONCRETE BARRIER (TYPE 736SV MOD) M 408.0000 20,400.00 48.000 19,584.00 70 CONCRETE BARRIER (TYPE 60R) M 651.0000 195,300.00 0.000 0.00 71 CONCRETE BARRIER (TYPE 60R MOD) M 651.0000 58,590.00 0.000 0.00 72 THERMOPLASTIC PAVEMENT MARKING M2 35.7000 2,142.00 0.000 0.00 S) 73 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.8700 20,271.00 0.000 0.00 S) 74 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0400 2,856.00 0.000 0.00 S) 75 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.5300 2,570.40 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 76 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6100 170.80 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 77 100 MM THERMOPLASTIC TRAFFIC STRIPE M 0.6100 16,165.00 0.000 0.00 S) (BROKEN 10.38 M - 4.26 M) 78 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0200 17,646.00 0.000 0.00 S) 79 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.0600 21,542.40 118.000 361.08 S) 80 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 5,100.0000 5,100.00 0.500 2,550.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 81 LIGHTING AND SIGN ILLUMINATION LS 270,000.0000 270,000.00 0.944 254,880.00 S) 82 ELECTRONIC TOLL SYSTEM LS 372,000.0000 372,000.00 0.914 340,008.00 S) 83 MODIFY SIGNAL LS 27,700.0000 27,700.00 0.350 9,695.00 0.944 26,148.80 S) 84 TRAFFIC OPERATIONS SYSTEM LS 202,900.0000 202,900.00 0.060 12,174.00 0.910 184,639.00 S) (LOCATION 1) PROGRAM CAS145 PAGE 8 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 TRAFFIC OPERATIONS SYSTEM LS 42,400.0000 42,400.00 0.070 2,968.00 0.900 38,160.00 S) (LOCATION 2) 86 TRAFFIC OPERATIONS SYSTEM LS 47,700.0000 47,700.00 0.040 1,908.00 0.890 42,453.00 S) (LOCATION 3) 87 TRAFFIC OPERATIONS SYSTEM LS 102,000.0000 102,000.00 0.060 6,120.00 0.910 92,820.00 S) (LOCATION 4) 88 TRAFFIC OPERATIONS SYSTEM LS 52,300.0000 52,300.00 0.970 50,731.00 S) (LOCATION 5) 89 TRAFFIC OPERATIONS SYSTEM LS 112,700.0000 112,700.00 0.940 105,938.00 S) (LOCATION 6) 90 TRAFFIC OPERATIONS SYSTEM LS 92,300.0000 92,300.00 0.970 89,531.00 (LOCATION 7) 91 CAMERA UNIT EA 4,000.0000 12,000.00 0.000 0.00 S) 92 PAN AND TILT UNIT EA 3,100.0000 9,300.00 0.000 0.00 S) 93 CAMERA CONTROL UNIT EA 2,700.0000 8,100.00 0.000 0.00 S) 94 VIDEO ENCODER UNIT EA 29,600.0000 59,200.00 0.000 0.00 S) 95 INTEGRATED SERVICES DIGITAL NETWORK EA 1,230.0000 2,460.00 0.000 0.00 S) TERMINAL ADAPTER UNIT 96 EXTINGUISHABLE MESSAGE SIGN RADIO EA 3,840.0000 3,840.00 0.000 0.00 S) CONTROLLER ASSEMBLY 97 EXTINGUISHABLE MESSAGE SIGN PANEL EA 7,800.0000 31,200.00 0.000 0.00 S) (LED) 98 HIGHWAY ADVISORY RADIO SYSTEM EA 19,600.0000 19,600.00 0.000 0.00 S) 99 GENERAL PACKET RADIO WIRELESS MODEM EA 1,530.0000 16,830.00 0.000 0.00 S) ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 07/21/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A5204 TIME 10:09 AM ESTIMATE NO. 15 BID OPENING 12/10/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/10 R.E. NAME: GREWAL SATINDER DATE OF THIS ESTIMATE 07/21/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 3,083,590.67 21,889,802.54 ADJUSTMENT OF COMPENSATION 31,030.00 601,205.96 EXTRA WORK 213,788.07 612,660.80 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 3,328,408.74 23,103,669.30 00 MOBILIZATION LS 2490,000.0000 2,490,000.00 1.000 2,490,000.00 ORIGINAL CONTRACT AMOUNT 34,461,705.60 TOTAL WORK COMPLETED 3,328,408.74 25,593,669.30 MATERIALS ON HAND ON SITE 60,000.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 3,328,408.74 25,653,669.30 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 05/04/09 177 05/05/09 05/05/09 11/03/10 157 161 50 2 70% 68% PROGRESS IS SATISFACTORY GREWAL SATINDER RESIDENT ENGINEER PROGRAM CAS145 PAGE 3 DATE 07/21/10