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 01/23/08 EST. NO.24 TIME 10:03 AM R.E. NAME: SIOBHAN SAUNDERS 05-129104 --------------------------------------------------------------------------- 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 0245 43,797.58 E.W. @ F.A.(+) 070907 N 0245 0 002 0018 200.00 E.W. @ F.A.(+) 123107 N 0018 0 015 0015 3,594.00 E.W. @ L.S.(+) 011708 N 0015 0 034 0053 121.00 E.W. @ F.A.(+) 121907 N 0053 0 059 0187 1,483.24 E.W. @ F.A.(+) 040307 N 1370.0 0188 2,533.23 040407 N 1371.0 0189 3,130.07 040507 N 1372.0 0190 1,567.27 040607 N 1373.0 0193 579.66 042407 N 1376.0 0194 331.65 042707 N 1377.0 0195 2,937.30 060407 N 1378.0 0196 2,839.42 060507 N 1379.0 0197 969.08 060607 N 1380.0 0199 2,644.68 122206 Y 1265.1 0200 2,563.55 012607 Y 1266.1 0201 3,246.10 020907 Y 1267.1 0202 2,717.55 021607 Y 1268.1 0203 2,834.70 022207 Y 1269.1 0204 1,038.40 022307 Y 1270.1 0205 2,725.80 081507 N 1364.1 071 0004 2,731.47 E.W. @ F.A.(+) 100407 N 0004 0 074 0002 1,702.00 E.W. @ L.S.(+) 020707 N 0002 0 087 0001 31,797.47 A.C. @ L.S.(+) 122607 N 0001 0 094 0001 13,769.00 E.W. @ L.S.(+) 091307 N 0001 0 103 0001 11,000.00 E.W. @ L.S.(+) 081607 N 0001 0 105 0001 250,000.00 A.C. @ L.S.(+) 081607 N 0001 0 113 0001 1,042.16 E.W. @ F.A.(+) 101707 N 0001 0 114 0001 19,549.33 E.W. @ F.A.(+) 112607 N 0001 0 0003 405.98 112607 N 0003 0 0005 588.12 112807 N 0005 0 0006 16,702.45 112907 N 0006 0 0007 13,704.96 113007 N 0007 0 0008 1,620.51 120307 N 0008 0 0009 88,209.77 120307 N 0009 0 0012 8,502.94 120607 N 0012 0 0014 1,312.19 020507 N 0014 0 0015 9,066.31 020607 N 0015 0 0016 7,561.29 020707 N 0016 0 0017 3,433.87 020807 N 0017 0 0019 576.37 021407 N 0019 0 0020 1,081.46 030607 N 0020 0 0021 5,347.99 031907 N 0021 0 0022 882.21 083006 N 0022 0 0023 118.16 070207 N 0023 0 116 0001 14,204.00 E.W. @ L.S.(+) 121207 N 0001 0 586,764.29 TOTAL THIS ESTIMATE 5,638,927.98 TOTAL PREVIOUS ESTIMATE 6,225,692.27 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 01/23/08 EST. NO.24 TIME 10:03 AM R.E. NAME: SIOBHAN SAUNDERS 05-129104 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING PYRLS -10,000.00 05 MISSING PYRLS -10,000.00 06 MISSING PYRLS -10,000.00 07 REL #5 10,000.00 10 MISSING PYRLS -10,000.00 11 REL EST #6 10,000.00 12 MISSING PYRLS -10,000.00 13 REL #7 10,000.00 13 REL #11 & #13 20,000.00 16 MISSING PYRLS -10,000.00 17 MISSING PYRLS -10,000.00 22 REL EST #17 10,000.00 22 0.00 -10,000.00 TOTAL DEDUCTIONS 0.00 -10,000.00 PROGRAM CAS145 PAGE 1 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 LOCATION PROGRESS ESTIMATE 05-SCR-1-15.8/17.6 ----------------- 05-SCR-17-0.1/0.7 PAVEX MYERS J V IN SANTA CRUZ COUNTY IN AND NEAR 120 GRANITE ROCKWAY SANTA CRUZ AT VARIOUS LOCATIONS SAN JOSE, CA 95136 FED. AID NO. ACNH-X087(28)E ,ACBH-X087(28)E ,NH-X087(28)E WIDEN TO 6 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 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD WDAY 4,100.0000 2,460,000.00 19.000 77,900.00 431.000 1,767,100.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 95,200.00 2,169.700 86,788.00 S) 04 TEMPORARY FENCE (TYPE ESA) M 25.0000 17,750.00 425.560 10,639.00 S) 05 PREPARE STORM WATER POLLUTION LS 11,200.0000 11,200.00 0.750 8,400.00 PREVENTION PLAN 06 WATER POLLUTION CONTROL LS 15,000.0000 15,000.00 0.639 9,585.00 07 TEMPORARY SILT FENCE M 17.0000 110,500.00 2,777.310 47,214.27 S) 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 6,000.0000 48,000.00 16.000 96,000.00 09 CONSTRUCTION AREA SIGNS LS 25,000.0000 25,000.00 0.050 1,250.00 0.680 17,000.00 S) 10 TRAFFIC CONTROL SYSTEM LS 15,000.0000 15,000.00 0.035 525.00 0.780 11,700.00 S) 11 TYPE III BARRICADE EA 50.0000 4,150.00 2.000 100.00 25.000 1,250.00 S) 12 TEMPORARY PAVEMENT MARKING (PAINT) M2 35.0000 1,715.00 0.000 0.00 S) 13 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 62,900.00 5,217.000 5,217.00 31,844.100 31,844.10 S) 14 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 21,200.00 46.000 1,840.00 197.000 7,880.00 S) 15 TEMPORARY PAVEMENT MARKER EA 3.0000 34,200.00 861.000 2,583.00 6,227.000 18,681.00 S) 16 PORTABLE CHANGEABLE MESSAGE SIGN LS 10,000.0000 10,000.00 0.035 350.00 0.720 7,200.00 S) 17 TEMPORARY RAILING (TYPE K) M 30.0000 927,000.00 1,717.200 51,516.00 21,720.970 651,629.10 S) 18 TEMPORARY CRASH CUSHION MODULE EA 450.0000 220,500.00 70.000 31,500.00 356.000 160,200.00 S) 19 ABANDON CULVERT M 50.0000 26,500.00 0.000 0.00 20 ABANDON INLET EA 1,500.0000 16,500.00 7.000 10,500.00 21 REMOVE CHAIN LINK FENCE M 15.0000 27,000.00 2,725.100 40,876.50 S) 22 REMOVE CHAIN LINK GATE EA 450.0000 900.00 0.000 0.00 S) PROGRAM CAS145 PAGE 2 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 REMOVE METAL BEAM GUARD RAILING M 22.0000 41,580.00 105.000 2,310.00 1,696.890 37,331.58 S) 24 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 51,500.00 1,781.000 44,525.00 S) 25 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 3.0000 6,960.00 2,248.000 6,744.00 S) STRIPE 26 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 3.0000 11,370.00 6,562.300 19,686.90 S) 27 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 35.0000 840.00 0.000 0.00 S) 28 REMOVE PAVEMENT MARKER EA 1.0000 2,450.00 2,289.000 2,289.00 S) 29 REMOVE ROADSIDE SIGN EA 150.0000 2,550.00 0.000 0.00 30 REMOVE ROADSIDE SIGN EA 100.0000 300.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 31 REMOVE SIGN STRUCTURE EA 3,800.0000 22,800.00 2.000 7,600.00 6.000 22,800.00 32 REMOVE PIPE M 120.0000 60,000.00 46.540 5,584.80 33 REMOVE INLET EA 900.0000 27,000.00 13.000 11,700.00 34 REMOVE HEADWALL EA 1,300.0000 10,400.00 7.000 9,100.00 35 REMOVE CONCRETE DISSIPATOR EA 1,600.0000 6,400.00 0.000 0.00 36 REMOVE DOWNDRAIN M 165.0000 5,940.00 12.500 2,062.50 37 REMOVE ASPHALT CONCRETE SURFACING M2 20.0000 33,600.00 66.500 1,330.00 66.500 1,330.00 38 RESET ROADSIDE SIGN EA 150.0000 3,150.00 3.000 450.00 39 RELOCATE ROADSIDE SIGN EA 150.0000 2,100.00 4.000 600.00 40 RELOCATE ROADSIDE SIGN EA 100.0000 400.00 0.000 0.00 (STRAP AND SADDLE BRACKET METHOD) 41 ADJUST FRAME AND GRATE TO GRADE EA 5,000.0000 5,000.00 1.000 5,000.00 42 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.0000 2,760.00 0.000 0.00 S) 43 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 4.0000 50,400.00 0.000 0.00 S) AND BASE 44 REMOVE CONCRETE SIDEWALK AND DRIVEWAY M3 120.0000 2,760.00 16.870 2,024.40 45 REMOVE CONCRETE CURB M 18.0000 2,880.00 937.700 16,878.60 46 REMOVE CONCRETE BARRIER M 50.0000 8,000.00 151.200 7,560.00 47 REMOVE SACKED CONCRETE SLOPE PROTECTION M3 125.0000 82,500.00 1,107.870 138,483.75 48 BRIDGE REMOVAL, LOCATION A LS 150,000.0000 150,000.00 0.500 75,000.00 0.500 75,000.00 49 BRIDGE REMOVAL, LOCATION B LS 100,000.0000 100,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 51 BRIDGE REMOVAL (PORTION), LOCATION B LS 80,000.0000 80,000.00 1.000 80,000.00 52 BRIDGE REMOVAL (PORTION), LOCATION C LS 80,000.0000 80,000.00 1.000 80,000.00 53 CLEARING AND GRUBBING LS 300,000.0000 300,000.00 1.000 300,000.00 54 ROADWAY EXCAVATION M3 30.0000 2,691,000.00 65,170.620 1,955,118.60 55 ROADWAY EXCAVATION (TYPE Z-2) M3 200.0000 130,000.00 514.000 102,800.00 (AERIALLY DEPOSITED LEAD) 56 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 57 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 286,200.00 163.000 16,300.00 2,076.000 207,600.00 F) 58 STRUCTURE EXCAVATION (TYPE A) M3 600.0000 444,000.00 740.000 444,000.00 F) 59 STRUCTURE EXCAVATION (RETAINING WALL) M3 65.0000 135,200.00 2,080.000 135,200.00 F) 60 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 10.0000 8,600.00 860.000 8,600.00 F) 61 STRUCTURE BACKFILL (BRIDGE) M3 115.0000 326,025.00 1,815.000 208,725.00 F) 62 STRUCTURE BACKFILL (RETAINING WALL) M3 55.0000 165,000.00 3,000.000 165,000.00 F) 63 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 25.0000 1,500.00 0.000 0.00 F) 64 SAND BACKFILL M3 100.0000 8,000.00 4.200 420.00 65 EARTH RETAINING STRUCTURE M2 855.0000 2,462,400.00 0.000 0.00 F) 66 SOIL NAIL ASSEMBLY M 85.0000 277,950.00 3,587.000 304,895.00 SF) 67 GEOSYNTHETIC REINFORCED EMBANKMENT M2 7.0000 10,780.00 0.000 0.00 68 ROADSIDE CLEARING LS 10,000.0000 10,000.00 0.000 0.00 S) 69 TURF REINFORCEMENT MAT M2 8.0000 7,520.00 527.300 4,218.40 S) 70 MULCH M3 40.0000 120.00 0.000 0.00 S) 71 FIBER (EROSION CONTROL) KG 1.0000 2,500.00 1,632.900 1,632.90 S) 72 BIOTECHNICAL SLOPE REVETMENT M 50.0000 3,750.00 0.000 0.00 S) 73 FIBER ROLLS M 10.0000 13,800.00 2,105.000 21,050.00 S) 74 COMPOST (EROSION CONTROL) M3 120.0000 1,800.00 4.700 564.00 S) 75 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 10,000.00 3.000 3,000.00 S) 76 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 18,750.00 221.430 16,607.25 S) PROGRAM CAS145 PAGE 4 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 STABILIZING EMULSION (EROSION CONTROL) KG 3.0000 1,500.00 385.600 1,156.80 S) 78 PLANT (GROUP W) EA 8.0000 432.00 54.000 432.00 S) 79 PLANT (GROUP B) EA 50.0000 2,700.00 42.000 2,100.00 S) 80 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.816 16,320.00 S) 81 NPS 2 SUPPLY LINE (BRIDGE) M 180.0000 66,600.00 126.000 22,680.00 82 250 MM BITUMINOUS COATED CORRUGATED M 200.0000 34,000.00 154.280 30,856.00 S) STEEL PIPE CONDUIT (1.63 MM THICK) 83 250 MM WELDED STEEL PIPE CONDUIT M 450.0000 5,850.00 0.000 0.00 S) (3.40 MM THICK) 84 CLASS 2 AGGREGATE BASE M3 44.0000 1,812,800.00 289.050 12,718.20 31,145.808 1,370,415.55 85 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 4,000.00 41.400 4,140.00 51.300 5,130.00 86 ASPHALT CONCRETE (TYPE A) TONN 85.0000 2,720,000.00 3,889.650 330,620.25 18,099.470 1,538,454.95 87 ASPHALT CONCRETE (OPEN GRADED) TONN 88.0000 212,080.00 0.000 0.00 88 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.0000 9,570.00 208.800 626.40 1,758.800 5,276.40 89 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.0000 2,250.00 465.000 1,395.00 90 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 3.0000 1,200.00 158.700 476.10 394.500 1,183.50 91 FURNISH STEEL PILING (HP 250 X 62) M 60.0000 41,880.00 701.540 42,092.40 92 DRIVE STEEL PILE (HP 250 X 62) EA 1,350.0000 76,950.00 57.000 76,950.00 S) 93 FURNISH STEEL PILING (HP 250 X 85) M 75.0000 109,500.00 1,479.000 110,925.00 94 DRIVE STEEL PILE (HP 250 X 85) EA 2,000.0000 206,000.00 103.000 206,000.00 S) 95 FURNISH STEEL PILING (HP 310 X 79) M 73.0000 411,428.00 4,515.850 329,657.05 96 DRIVE STEEL PILE (HP 310 X 79) EA 1,100.0000 504,900.00 385.000 423,500.00 S) 97 910 MM CAST-IN-DRILLED-HOLE M 1,200.0000 650,400.00 534.240 641,088.00 S) CONCRETE PILING 98 760 MM CAST-IN-DRILLED-HOLE CONCRETE M 2,600.0000 1,016,600.00 385.250 1,001,650.00 S) PILING (ROCK SOCKET) 99 910 MM PERMANENT STEEL CASING M 1,460.0000 791,320.00 534.240 779,990.40 00 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 244,745.00 1,566.730 242,843.15 1,566.730 242,843.15 S) PILING (BARRIER) 01 300 MM CAST-IN-DRILLED-HOLE CONCRETE M 115.0000 6,325.00 54.340 6,249.10 S) PILING (SOUND WALL) 02 350 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 144,150.00 951.278 147,448.09 S) PILING (SOUND WALL) 03 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 155.0000 551,800.00 -1,566.730 -242,843.15 3,552.541 550,643.86 S) PILING (SOUND WALL) PROGRAM CAS145 PAGE 5 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 250.0000 5,000.00 19.300 4,825.00 S) PILING (SOUND WALL) 05 PRESTRESSING CAST-IN-PLACE CONCRETE LS 50,000.0000 50,000.00 0.000 0.00 S) 06 SEAL COURSE CONCRETE M3 850.0000 85,000.00 150.200 127,670.00 07 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 275,000.00 25.310 12,655.00 418.230 209,115.00 F) 08 STRUCTURAL CONCRETE, BRIDGE M3 963.0000 3,033,450.00 2,094.700 2,017,196.10 F) 09 STRUCTURAL CONCRETE, RETAINING WALL M3 650.0000 942,500.00 1,450.000 942,500.00 F) 10 STRUCTURAL CONCRETE, APPROACH SLAB M3 825.0000 635,250.00 20.000 16,500.00 577.370 476,330.25 F) (TYPE N) 11 STRUCTURAL CONCRETE, APPROACH SLAB M3 700.0000 266,000.00 89.500 62,650.00 136.780 95,746.00 F) (TYPE R) 12 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 175,200.00 0.870 1,044.00 63.115 75,738.00 F) 13 MINOR CONCRETE (SOUND WALL) M3 700.0000 471,100.00 673.000 471,100.00 F) 14 PAVING NOTCH EXTENSION M3 7,500.0000 67,500.00 4.000 30,000.00 6.010 45,075.00 15 DRYSTACK ROCK TEXTURE M2 100.0000 132,000.00 1,320.000 132,000.00 F) 16 DRILL AND BOND DOWEL M 120.0000 55,200.00 498.100 59,772.00 17 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 100,000.00 10.000 100,000.00 S) DECK UNIT (SLAB TYPE) (10M-15M) 18 FURNISH PRECAST PRESTRESSED CONCRETE EA 5,000.0000 300,000.00 60.000 300,000.00 S) GIRDER (10 M - 15 M) 19 FURNISH PRECAST PRESTRESSED CONCRETE EA 7,500.0000 360,000.00 35.000 262,500.00 S) GIRDER (15 M - 20 M) 20 FURNISH PRECAST PRESTRESSED CONCRETE EA 60,000.0000 180,000.00 3.000 180,000.00 S) BULB-TEE GIRDER (35 M-40 M) 21 ERECT PRECAST PRESTRESSED CONCRETE EA 1,500.0000 166,500.00 98.000 147,000.00 S) GIRDER 22 ERECT PRECAST PRESTRESSED CONCRETE DECK EA 1,500.0000 15,000.00 10.000 15,000.00 S) UNIT 23 REFINISH BRIDGE DECK M2 300.0000 45,000.00 20.000 6,000.00 24 SOUND WALL (MASONRY BLOCK) M2 210.0000 2,837,310.00 751.000 157,710.00 12,111.340 2,543,381.40 SF) 25 JOINT SEAL (MR 15 MM) M 100.0000 36,000.00 0.000 0.00 S) 26 JOINT SEAL (MR 40 MM) M 155.0000 5,735.00 0.000 0.00 S) 27 BAR REINFORCING STEEL (BRIDGE) KG 2.0000 1,160,900.00 5,000.000 10,000.00 515,775.000 1,031,550.00 SF) 28 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 271,200.00 135,600.000 271,200.00 SF) 29 HEADED BAR REINFORCEMENT EA 10.0000 1,660.00 166.000 1,660.00 S) 30 SHOTCRETE M3 625.0000 75,000.00 126.000 78,750.00 F) PROGRAM CAS145 PAGE 6 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 11.0000 98,142.00 0.000 0.00 F) WITH WALKWAY) 32 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.0000 17,844.00 0.000 0.00 SF)WITH WALKWAY) 33 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 428,681.00 19,802.000 217,822.00 47,120.000 518,320.00 F) 34 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 38,971.00 19,802.000 19,802.00 47,120.000 47,120.00 SF) 35 1372 MM CAST-IN-DRILLED-HOLE M 1,500.0000 19,500.00 7.000 10,500.00 S) CONCRETE PILE (SIGN FOUNDATION) 36 1524 MM CAST-IN-DRILLED-HOLE M 1,600.0000 33,600.00 21.600 34,560.00 S) CONCRETE PILE (SIGN FOUNDATION) 37 METAL (BARRIER MOUNTED SIGN) KG 30.0000 4,860.00 0.000 0.00 F) 38 ROADSIDE SIGN - ONE POST EA 250.0000 5,250.00 1.000 250.00 1.000 250.00 39 ROADSIDE SIGN - TWO POST EA 550.0000 2,750.00 0.000 0.00 40 ROADSIDE SIGN (SOUND WALL MOUNTED) EA 1,000.0000 4,000.00 0.000 0.00 41 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 300.00 0.000 0.00 METHOD) 42 INSTALL ROADSIDE SIGN EA 1,500.0000 3,000.00 0.000 0.00 (LAMINATED WOOD BOX POST) 43 PREPARE AND STAIN CONCRETE M2 30.0000 39,600.00 0.000 0.00 S) 44 300 MM REINFORCED CONCRETE PIPE M 330.0000 75,900.00 2.450 808.50 146.550 48,361.50 45 450 MM REINFORCED CONCRETE PIPE M 300.0000 561,000.00 38.610 11,583.00 1,334.140 400,242.00 46 600 MM REINFORCED CONCRETE PIPE M 415.0000 182,600.00 313.480 130,094.20 47 750 MM REINFORCED CONCRETE PIPE M 450.0000 76,500.00 4.480 2,016.00 48 900 MM REINFORCED CONCRETE PIPE M 470.0000 202,100.00 376.400 176,908.00 49 JACKED 450 MM REINFORCED CONCRETE PIPE M 750.0000 41,250.00 0.000 0.00 (CLASS II) 50 200 MM GALVANIZED STEEL PIPE M 500.0000 1,550.00 3.100 1,550.00 51 300 MM GALVANIZED STEEL PIPE M 120.0000 9,960.00 17.000 2,040.00 52 GEOCOMPOSITE DRAIN M2 85.0000 13,600.00 0.000 0.00 S) 53 300 MM ENTRANCE TAPER EA 1,200.0000 2,400.00 0.000 0.00 54 300 MM ANCHOR ASSEMBLY EA 700.0000 2,800.00 0.000 0.00 55 250 MM HIGH DENSITY POLYETHYLENE M 225.0000 20,025.00 0.000 0.00 PIPE (CLASS 200) 56 250 MM WELDED STEEL PIPE (3.40 MM THICK) M 390.0000 58,500.00 93.800 36,582.00 57 450 MM CONCRETE FLARED END SECTION EA 180.0000 360.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 600 MM CONCRETE FLARED END SECTION EA 240.0000 720.00 0.000 0.00 59 750 MM CONCRETE FLARED END SECTION EA 290.0000 290.00 0.000 0.00 60 900 MM CONCRETE FLARED END SECTION EA 525.0000 525.00 0.000 0.00 61 150 MM POLYVINYL CHLORIDE SEWER PIPE M 1,100.0000 198,000.00 0.000 0.00 S) 62 MANHOLE EA 6,000.0000 114,000.00 11.000 66,000.00 S) 63 VEGETATED ROCK SLOPE PROTECTION M2 10.0000 11,000.00 723.000 7,230.00 64 ROCK SLOPE PROTECTION M3 150.0000 67,500.00 0.000 0.00 (BACKING NO. 2, METHOD B) 65 ROCK SLOPE PROTECTION (1/4T, METHOD B) M3 110.0000 181,500.00 0.000 0.00 66 SLOPE PAVING (CONCRETE) M3 150.0000 79,500.00 0.000 0.00 F) 67 ROCK SLOPE PROTECTION FABRIC M2 5.0000 9,100.00 0.000 0.00 68 MINOR CONCRETE (MISCELLANEOUS M3 650.0000 97,500.00 29.698 19,303.70 CONSTRUCTION) 69 MINOR CONCRETE (GUTTER) M 80.0000 56,560.00 129.000 10,320.00 F) 70 MINOR CONCRETE (TEXTURED PAVING) M3 1,000.0000 65,000.00 49.140 49,140.00 71 MISCELLANEOUS IRON AND STEEL KG 4.0000 49,884.00 148.000 592.00 1,036.000 4,144.00 SF) 72 MANHOLE FRAME AND COVER EA 225.0000 4,500.00 4.000 900.00 S) 73 MISCELLANEOUS METAL (BRIDGE) KG 15.0000 26,250.00 792.000 11,880.00 SF) 74 0.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 350.0000 3,850.00 0.000 0.00 S) 75 DELINEATOR (CLASS 1) EA 45.0000 6,750.00 0.000 0.00 76 OBJECT MARKER EA 45.0000 1,755.00 0.000 0.00 77 METAL BEAM GUARD RAILING (STEEL POST) M 70.0000 102,200.00 204.900 14,343.00 346.300 24,241.00 S) 78 CHAIN LINK RAILING (TYPE 6) M 145.0000 20,590.00 0.000 0.00 SF) 79 CONCRETE BARRIER (TYPE 26 MODIFIED) M 625.0000 88,750.00 0.000 0.00 F) 80 CABLE RAILING M 70.0000 49,630.00 129.000 9,030.00 SF) 81 TRANSITION RAILING (TYPE WB) EA 490.0000 4,410.00 0.000 0.00 S) 82 END ANCHOR ASSEMBLY (TYPE SFT) EA 790.0000 3,950.00 2.000 1,580.00 83 ALTERNATIVE FLARED TERMINAL SYSTEM EA 900.0000 1,800.00 1.000 900.00 1.000 900.00 S) 84 CRASH CUSHION (WIDETRACC) EA 18,000.0000 18,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60) M 150.0000 10,350.00 0.000 0.00 86 CONCRETE BARRIER (TYPE 60A) M 175.0000 29,750.00 0.000 0.00 F) 87 CONCRETE BARRIER (TYPE 60C) M 200.0000 488,000.00 32.600 6,520.00 1,257.700 251,540.00 88 CONCRETE BARRIER (TYPE 60D) M 125.0000 33,875.00 272.600 34,075.00 F) 89 CONCRETE BARRIER (TYPE 60E) M 400.0000 30,800.00 38.500 15,400.00 90 CONCRETE BARRIER (TYPE 60A MODIFIED) M 250.0000 3,000.00 0.000 0.00 F) 91 CONCRETE BARRIER (TYPE 732A) M 250.0000 30,000.00 120.000 30,000.00 F) 92 CONCRETE BARRIER (TYPE 736SV) M 320.0000 281,600.00 81.200 25,984.00 876.700 280,544.00 93 CONCRETE BARRIER (TYPE 736) M 400.0000 107,200.00 198.000 79,200.00 198.000 79,200.00 F) 94 CONCRETE BARRIER (TYPE 736 MODIFIED) M 390.0000 130,260.00 142.000 55,380.00 334.000 130,260.00 F) 95 CONCRETE BARRIER (TYPE 736A MODIFIED) M 350.0000 118,650.00 317.600 111,160.00 F) 96 CONCRETE BARRIER (TYPE 736SV MODIFIED) M 350.0000 206,850.00 55.000 19,250.00 591.000 206,850.00 F) 97 THERMOPLASTIC PAVEMENT MARKING M2 75.0000 8,250.00 31.200 2,340.00 S) 98 THERMOPLASTIC TRAFFIC STRIPE M 1.0000 27,600.00 3,046.550 3,046.55 S) (SPRAYABLE) 99 PAVEMENT MARKER (NON-REFLECTIVE) EA 2.0000 4,980.00 0.000 0.00 S) 00 PAVEMENT MARKER (RETROREFLECTIVE) EA 5.0000 8,150.00 50.000 250.00 S) 01 EXTINGUISHABLE MESSAGE SIGN SYSTEM LS 35,000.0000 35,000.00 0.900 31,500.00 S) 02 MODIFY EXTINGUISHABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.360 12,600.00 S) SYSTEM 03 TRAFFIC MONITORING STATION (LOCATION 1) LS 35,000.0000 35,000.00 0.050 1,750.00 S) 04 TRAFFIC MONITORING STATION (LOCATION 2) LS 35,000.0000 35,000.00 0.060 2,100.00 S) 05 TRAFFIC MONITORING STATION (LOCATION 3) LS 35,000.0000 35,000.00 0.000 0.00 S) 06 TRAFFIC MONITORING STATION (LOCATION 4) LS 35,000.0000 35,000.00 0.000 0.00 S) 07 TRAFFIC MONITORING STATION (LOCATION 5) LS 35,000.0000 35,000.00 0.000 0.00 S) 08 TRAFFIC MONITORING STATION (LOCATION 6) LS 35,000.0000 35,000.00 0.000 0.00 S) 09 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.240 8,400.00 S) (LOCATION 1) 10 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 S) (LOCATION 2) 11 CLOSED CIRCUIT TELEVISION SYSTEM LS 35,000.0000 35,000.00 0.000 0.00 S) (LOCATION 3) PROGRAM CAS145 PAGE 9 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 12 MODIFY CLOSED CIRCUIT TELEVISION LS 35,000.0000 35,000.00 0.020 700.00 0.045 1,575.00 S) SYSTEM (LOCATION 1) 13 MODIFY CLOSED CIRCUIT TELEVISION LS 35,000.0000 35,000.00 0.000 0.00 S) SYSTEM (LOCATION 2) 14 MODIFY LIGHTING AND SIGN ILLUMINATION LS 35,000.0000 35,000.00 0.020 700.00 0.842 29,470.00 S) PROGRAM CAS145 PAGE 10 DATE 01/23/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 05-129104 TIME 10:03 AM ESTIMATE NO. 24 BID OPENING 01/24/06 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 01/20/08 R.E. NAME: SIOBHAN SAUNDERS DATE OF THIS ESTIMATE 01/23/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,368,295.45 27,505,387.60 ADJUSTMENT OF COMPENSATION 281,797.47 2,521,205.95 EXTRA WORK 304,966.82 3,704,486.32 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,955,059.74 33,731,079.87 15 MOBILIZATION LS 3950,000.0000 3,950,000.00 1.000 3,950,000.00 ORIGINAL CONTRACT AMOUNT 42,964,107.00 TOTAL WORK COMPLETED 1,955,059.74 37,681,079.87 MATERIALS ON HAND ON SITE 574,080.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 -10,000.00 TOTAL 1,955,059.74 38,245,160.39 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 03/24/06 850 04/10/06 04/10/06 10/10/08 419 26 0 1 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY SIOBHAN SAUNDERS RESIDENT ENGINEER PROGRAM CAS145 DATE 01/23/08