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 11/23/10 EST. NO.17 TIME 09:02 AM R.E. NAME: AOUN, TONY 03-388004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 003 0006 1,162.50 E.W. @ F.A.(+) 102210 N 0640.0 006 0031 697.21 E.W. @ F.A.(+) 102010 N 0673.0 007 0029 1,360.85 E.W. @ F.A.(+) 092410 N 0619.0 0030 680.49 081810 N 0570.0 0031 701.48 072810 N 0571.0 032 0009 367.65 E.W. @ F.A.(+) 102510 N 0667.0 0010 560.77 102210 N 0671.0 0011 371.99 102110 N 0672.0 037 0019 5,249.65 E.W. @ F.A.(+) 071910 N 0572.0 038 0004 187.60 E.W. @ F.A.(+) 100710 N 0665.0 0005 1,106.57 102110 N 0670.0 044 0002 2,241.39 E.W. @ F.A.(+) 102110 N 0664.0 0003 1,453.81 102510 N 0666.0 0004 2,277.60 102210 N 0669.0 048 0004 351.38 E.W. @ F.A.(+) 101810 N 0676.0 049 0001 120,750.00 E.W. @ L.S.(+) 100810 N 700 0 0002 154,043.27 E.W. @ U.P (+) 100810 N 701 0 051 0002 7,951.48 E.W. @ F.A.(+) 091610 N 0623.0 0003 4,721.03 091510 N 0624.0 0006 826.16 102010 N 0661.0 055 0002 318.51 E.W. @ F.A.(+) 102010 N 0674.0 0003 703.46 101810 N 0675.0 0004 367.09 101410 N 0677.0 065 0001 1,502.53 E.W. @ F.A.(+) 101910 N 0662.0 0002 2,556.98 102010 N 0663.0 312,511.45 TOTAL THIS ESTIMATE 984,015.02 TOTAL PREVIOUS ESTIMATE 1,296,526.47 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 11/23/10 EST. NO.17 TIME 09:02 AM R.E. NAME: AOUN, TONY 03-388004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 25% CPM SCHEDULE -103,432.00 03 25% STORM WATER -103,432.00 03 RETRUN STORM WATER 103,432.00 04 25% CPM NON-COMPLIAN -169,985.28 04 CPM DEDUCT 25% -115,392.00 05 STORM DEDUCT 25% -115,392.00 05 RETURN CPM COMPLIANC 103,432.00 06 RETURN STORMWATER 115,392.00 06 CPM RELEASE NOVEMBER 285,377.28 12 0.00 0.00 EQUAL EMPLOYMENT OPPORTUNITY MISSING FHWA1391 -10,000.00 01 RECEIVED FHWA1391 10,000.00 10 0.00 0.00 LABOR COMPLIANCE VIOLATION PER LTR DATED 10/09 -10,000.00 03 PER LTR DATED 11/09 -10,000.00 04 PER LTR DATED 12-09 -1,000.00 05 RETURN DEDUCT 10,000.00 05 RET 10/09&12/09 DEDT 11,000.00 06 PER LTR DATED 2/10 -5,000.00 07 PER LTR DATED 3/10 -5,000.00 08 RETURN DEDUCT 2/10 5,000.00 08 PER LTR DATED 5/10 -5,000.00 10 RETURN 4/10 DEDUCT 10,000.00 10 PER LTR DATED 7/2010 -8,000.00 13 PER LTR DATED 8/2010 -5,000.00 14 RETURN 7/2010 DEDUCT 8,000.00 14 RETURN 8/2010 DEDUCT 5,000.00 15 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 LOCATION PROGRESS ESTIMATE 03-YOL-50-0.3/2.0 ----------------- ARGONAUT CONSTRUCTORS IN YOLO COUNTY IN WEST SACRAMENTO P O BOX 639 FROM 1.1 KM WEST TO 1.0 KM EAST OF SANTA ROSA CA 95402 HARBOR BOULEVARD OVERCROSSING FED. AID NO. STPL-6203(7)E ,N-6203(7)E WIDEN CONCRETE 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 2,500.0000 2,500.00 0.200 500.00 1.000 2,500.00 02 TIME-RELATED OVERHEAD WDAY 750.0000 187,500.00 21.000 15,750.00 288.000 216,000.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 16.5000 6,765.00 410.000 6,765.00 04 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.023 57.50 0.999 2,497.50 05 PREPARE STORM WATER POLLUTION LS 2,500.0000 2,500.00 0.101 252.50 1.000 2,500.00 S) PREVENTION PLAN 06 TEMPORARY FIBER ROLL M 3.5500 34,506.00 25.000 88.75 3,371.450 11,968.65 07 TEMPORARY SILT FENCE M 4.0000 15,640.00 872.200 3,488.80 08 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,500.0000 3,000.00 8.000 12,000.00 09 TEMPORARY CONSTRUCTION ENTRANCE EA 1,600.0000 9,600.00 3.000 4,800.00 10 TEMPORARY DRAINAGE INLET PROTECTION EA 210.0000 8,190.00 42.000 8,820.00 11 STREET SWEEPING LS 20,000.0000 20,000.00 0.024 480.00 1.000 20,000.00 12 CONSTRUCTION AREA SIGNS LS 11,000.0000 11,000.00 0.900 9,900.00 S) 13 TRAFFIC CONTROL SYSTEM LS 250,000.0000 250,000.00 0.024 6,000.00 1.000 250,000.00 S) 14 TYPE III BARRICADE EA 50.0000 1,000.00 20.000 1,000.00 S) 15 TEMPORARY PAVEMENT MARKING (PAINT) M2 12.0000 3,480.00 220.200 2,642.40 S) 16 TEMPORARY TRAFFIC STRIPE (TAPE) M 6.0000 4,200.00 74.680 448.08 S) 17 TEMPORARY TRAFFIC STRIPE (PAINT) M 0.8000 8,560.00 8,489.000 6,791.20 S) 18 CHANNELIZER (SURFACE MOUNTED) EA 34.0000 6,800.00 52.000 1,768.00 S) 19 TRAFFIC PLASTIC DRUMS EA 50.0000 7,000.00 82.000 4,100.00 S) 20 TEMPORARY PAVEMENT MARKER EA 3.0000 36,900.00 6,573.000 19,719.00 S) 21 TEMPORARY SIGNAL AND LIGHTING LS 75,000.0000 75,000.00 1.000 75,000.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN LS 35,000.0000 35,000.00 0.120 4,200.00 1.000 35,000.00 PROGRAM CAS145 PAGE 2 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 20.0000 164,400.00 7,597.400 151,948.00 S) 24 TEMPORARY CRASH CUSHION MODULE EA 200.0000 26,000.00 143.000 28,600.00 S) 25 TEMPORARY CRASH CUSHION EA 5,000.0000 55,000.00 10.000 50,000.00 S) (TYPE ABSORB 350) 26 ABANDON CULVERT EA 2,820.0000 5,640.00 2.000 5,640.00 27 OBLITERATE SURFACING M2 0.9000 6,246.00 7,308.000 6,577.20 28 REMOVE CHAIN LINK FENCE M 5.5000 10,395.00 2,150.000 11,825.00 S) 29 REMOVE METAL BEAM GUARD RAILING M 56.0000 1,344.00 23.000 1,288.00 S) 30 REMOVE FLARED END SECTION EA 175.0000 1,225.00 8.000 1,400.00 S) 31 REMOVE THRIE BEAM BARRIER M 25.0000 17,000.00 0.000 0.00 S) 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 1.5000 7,500.00 1,101.000 1,651.50 S) 33 REMOVE TRAFFIC STRIPE M 1.5000 17,700.00 1,079.000 1,618.50 S) 34 REMOVE PAINTED TRAFFIC STRIPE M 1.4000 4,536.00 1,748.000 2,447.20 S) (TEMPORARY) 35 REMOVE PAVEMENT MARKING M2 1.0000 290.00 36.300 36.30 S) 36 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 1.4000 8,540.00 3,294.000 4,611.60 S) 37 REMOVE THERMOPLASTIC PAVEMENT MARKING M2 20.0000 600.00 32.900 658.00 S) 38 REMOVE PAINTED PAVMENT MARKING M2 20.0000 1,000.00 13.000 260.00 S) (TEMPORARY) 39 REMOVE ROADSIDE SIGN EA 50.0000 3,900.00 66.000 3,300.00 68.000 3,400.00 40 REMOVE ROADSIDE SIGN PANEL EA 100.0000 100.00 1.000 100.00 1.000 100.00 41 REMOVE SIGN STRUCTURE EA 12,150.0000 12,150.00 1.000 12,150.00 42 REMOVE BRIDGE MOUNTED SIGN EA 1,850.0000 7,400.00 4.000 7,400.00 43 REMOVE CULVERT EA 2,100.0000 16,800.00 10.000 21,000.00 44 REMOVE INLET EA 470.0000 3,760.00 7.000 3,290.00 45 REMOVE MANHOLE EA 450.0000 900.00 2.000 900.00 46 REMOVE ASPHALT CONCRETE SURFACING M2 12.4000 3,782.00 305.000 3,782.00 47 RESET ROADSIDE SIGN EA 350.0000 350.00 0.000 0.00 48 RELOCATE ROADSIDE SIGN EA 350.0000 1,050.00 0.000 0.00 49 ADJUST INLET EA 1,390.0000 5,560.00 1.000 1,390.00 PROGRAM CAS145 PAGE 3 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 ADJUST MANHOLE TO GRADE EA 570.0000 2,280.00 1.000 570.00 1.000 570.00 51 ADJUST VALVE BOX FRAME AND COVER TO EA 570.0000 2,280.00 15.000 8,550.00 15.000 8,550.00 GRADE 52 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 3.4000 19,108.00 7,978.000 27,125.20 S) 53 CAP INLET EA 1,120.0000 1,120.00 1.000 1,120.00 54 BRIDGE REMOVAL (PORTION) LS 150,000.0000 150,000.00 1.000 150,000.00 55 CLEARING AND GRUBBING LS 100,000.0000 100,000.00 1.000 100,000.00 56 ROADWAY EXCAVATION M3 23.6000 967,600.00 38,410.310 906,483.32 57 ROADWAY EXCAVATION (TYPE Z-2) M3 160.0000 320,000.00 1,250.510 200,081.60 (AERIALLY DEPOSITED LEAD) 58 ROADWAY EXCAVATION (TYPE Z-4) M3 19.0000 114,000.00 2,627.000 49,913.00 (AERIALLY DEPOSITED LEAD) 59 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 60 ROADWAY EXCAVATION (TYPE DC) M3 27.0000 15,390.00 570.000 15,390.00 61 STRUCTURE EXCAVATION (BRIDGE) M3 300.0000 95,100.00 317.000 95,100.00 F) 62 STRUCTURE EXCAVATION (TYPE DC) M3 21.0000 39,207.00 1,867.000 39,207.00 F) 63 STRUCTURE EXCAVATION (RETAINING WALL) M3 20.0000 23,500.00 1,175.000 23,500.00 F) 64 STRUCTURE EXCAVATION (TYPE Z-2) M3 300.0000 3,600.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 65 STRUCTURE EXCAVATION (TYPE Z-4) M3 300.0000 10,200.00 0.000 0.00 F) (AERIALLY DEPOSITED LEAD) 66 STRUCTURE BACKFILL (BRIDGE) M3 150.0000 29,100.00 194.000 29,100.00 F) 67 STRUCTURE BACKFILL (RETAINING WALL) M3 54.0000 31,482.00 583.000 31,482.00 F) 68 PERVIOUS BACKFILL MATERIAL M3 75.0000 1,575.00 21.000 1,575.00 F) 69 HIGHWAY PLANTING LS 8,260.0000 8,260.00 0.000 0.00 S) 70 EROSION CONTROL (TYPE D) M2 0.2000 13,200.00 4,048.000 809.60 S) 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 600.0000 600.00 1.000 600.00 3.000 1,800.00 S) 72 WEED CONTROL MAT (FIBER) M 100.0000 19,000.00 208.000 20,800.00 S) 73 PLANT ESTABLISHMENT WORK LS 7,500.0000 7,500.00 0.000 0.00 S) 74 IRRIGATION SYSTEM LS 34,000.0000 34,000.00 0.400 13,600.00 0.400 13,600.00 S) 75 200 MM ALTERNATIVE CONDUIT M 202.0000 48,480.00 139.000 28,078.00 259.000 52,318.00 S) 76 EXTEND 150 MM CONDUIT M 120.0000 6,000.00 41.000 4,920.00 S) PROGRAM CAS145 PAGE 4 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 CLASS 2 AGGREGATE BASE M3 44.5000 1,450,700.00 1,248.540 55,560.03 35,549.590 1,581,956.76 78 ASPHALT CONCRETE (TYPE A) TONN 64.0000 1,657,600.00 3,043.450 194,780.80 26,739.490 1,711,327.36 79 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 120.0000 13,200.00 134.940 16,192.80 80 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 104.0000 2,600.00 0.000 0.00 AREA) 81 PLACE ASPHALT CONCRETE DIKE (TYPE A) M 3.5000 455.00 121.000 423.50 82 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 3.5000 105.00 35.000 122.50 83 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 3.5000 3,290.00 843.000 2,950.50 84 FURNISH PILING (CLASS 900) M 100.0000 56,400.00 564.000 56,400.00 (ALTERNATIVE X) 85 DRIVE CONCRETE PILE (CLASS 900) EA 2,500.0000 80,000.00 32.000 80,000.00 S) (ALTERNATIVE X) 86 FURNISH PILING (CLASS 625) M 100.0000 57,300.00 573.000 57,300.00 (ALTERNATIVE X) 87 DRIVE CONCRETE PILE (CLASS 625) EA 2,500.0000 80,000.00 32.000 80,000.00 S) (ALTERNATIVE X) 88 PRESTRESSING CAST-IN-PLACE CONCRETE LS 80,000.0000 80,000.00 1.000 80,000.00 S) 89 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 500.0000 47,500.00 95.000 47,500.00 F) 90 STRUCTURAL CONCRETE, BRIDGE M3 990.0000 511,830.00 517.000 511,830.00 F) 91 STRUCTURAL CONCRETE, RETAINING WALL M3 475.0000 190,475.00 401.000 190,475.00 F) 92 CLASS 4 CONCRETE (BACKFILL) M3 109.0000 4,730.60 55.370 6,035.33 F) 93 CLASS 1 CONCRETE (BOX CULVERT) M3 809.0000 372,220.90 460.100 372,220.90 F) 94 MINOR CONCRETE (MINOR STRUCTURE) M3 1,090.0000 58,751.00 51.190 55,797.10 F) 95 MINOR CONCRETE (SOUND WALL) M3 450.0000 126,000.00 280.000 126,000.00 96 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 97 ERECT PRECAST PRESTRESSED CONCRETE EA 2,500.0000 50,000.00 20.000 50,000.00 S) BATHTUB GIRDER 98 FURNISH PRECAST PRESTRESSED CONCRETE EA 22,500.0000 225,000.00 10.000 225,000.00 S) BATHTUB GIRDER (15M -20M) 99 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,500.0000 245,000.00 10.000 245,000.00 S) BATHTUB GIRDER (20M -25M) 00 SOUND WALL (MASONRY BLOCK) M2 144.0000 413,568.00 2,840.000 408,960.00 SF) 01 JOINT SEAL (MR 50 MM) M 230.0000 6,900.00 0.000 0.00 S) 02 BAR REINFORCING STEEL (BRIDGE) KG 1.6000 102,932.80 64,333.000 102,932.80 SF) 03 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 40,512.00 20,256.000 40,512.00 SF) PROGRAM CAS145 PAGE 5 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 BAR REINFORCING STEEL (BOX CULVERT) KG 0.1000 7,460.50 74,605.000 7,460.50 F) 05 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 15.0000 46,200.00 3,080.000 46,200.00 F) WITH WALKWAY) 06 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 2.7500 8,470.00 3,080.000 8,470.00 F) WITH WALKWAY) 07 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,314,005.00 119,455.000 1,314,005.00 F) 08 INSTALL SIGN STRUCTURE (TRUSS) KG 0.4500 53,754.75 119,455.000 53,754.75 F) 09 FURNISH LAMINATED PANEL SIGN M2 160.0000 48,800.00 302.240 48,358.40 604.480 96,716.80 (25.4 MM-TYPE A) 10 FURNISH LAMINATED PANEL SIGN M2 150.0000 3,450.00 8.150 1,222.50 8.150 1,222.50 (25.4 MM-TYPE B) 11 FURNISH SINGLE SHEET ALUMINUM SIGN M2 135.0000 7,155.00 45.000 6,075.00 45.000 6,075.00 (1.6 MM-UNFRAMED) 12 FURNISH SINGLE SHEET ALUMINUM SIGN M2 137.0000 7,398.00 45.000 6,165.00 45.000 6,165.00 (2.0 MM-UNFRAMED) 13 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 346.50 0.000 0.00 (1.6 MM-FRAMED) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 165.0000 2,970.00 6.960 1,148.40 6.960 1,148.40 (2.0 MM-FRAMED) 15 1372 MM CAST-IN-DRILLED-HOLE M 2,000.0000 36,000.00 18.000 36,000.00 S) CONCRETE PILE (SIGN FOUNDATION) 16 1524 MM CAST-IN-DRILLED-HOLE M 2,350.0000 213,850.00 70.795 166,368.25 S) CONCRETE PILE (SIGN FOUNDATION) 17 ROADSIDE SIGN (BARRIER MOUNTED) EA 3,600.0000 7,200.00 2.000 7,200.00 2.000 7,200.00 18 ROADSIDE SIGN - ONE POST EA 185.0000 12,025.00 5.000 925.00 45.000 8,325.00 19 ROADSIDE SIGN - TWO POST EA 275.0000 3,025.00 3.000 825.00 3.000 825.00 20 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 75.0000 2,250.00 5.000 375.00 20.000 1,500.00 METHOD) 21 450 MM REINFORCED CONCRETE PIPE M 216.0000 95,040.00 497.850 107,535.60 22 600 MM REINFORCED CONCRETE PIPE M 169.0000 99,710.00 573.580 96,935.02 23 900 MM REINFORCED CONCRETE PIPE M 807.0000 16,140.00 20.000 16,140.00 24 450 MM CONCRETE FLARED END SECTION EA 672.0000 4,032.00 5.000 3,360.00 25 600 MM CONCRETE FLARED END SECTION EA 747.0000 4,482.00 7.000 5,229.00 26 ROCK SLOPE PROTECTION M3 423.0000 1,692.00 2.300 972.90 (BACKING NO. 2, METHOD B) 27 SLOPE PAVING (CONCRETE) M3 1,010.0000 57,570.00 57.000 57,570.00 F) 28 ROCK SLOPE PROTECTION FABRIC M2 38.0000 722.00 11.200 425.60 29 MINOR CONCRETE (TEXTURED PAVING) M3 499.0000 174,650.00 95.031 47,420.47 229.131 114,336.37 30 MINOR CONCRETE (CURB, SIDEWALK, M3 389.0000 186,720.00 46.141 17,948.85 433.383 168,585.99 DRIVE-WAY, AND CURB RAMP) PROGRAM CAS145 PAGE 6 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 MISCELLANEOUS IRON AND STEEL KG 3.0000 16,845.00 5,911.000 17,733.00 SF) 32 CHAIN LINK FENCE (TYPE CL-1.2) M 44.0000 7,480.00 86.600 3,810.40 33 CHAIN LINK FENCE (TYPE CL-1.8) M 47.0000 68,620.00 535.500 25,168.50 S) 34 2.4 M CHAIN LINK GATE (TYPE CL-1.8) EA 1,000.0000 1,000.00 1.000 1,000.00 S) 35 DELINEATOR (CLASS 1) EA 35.0000 3,570.00 22.000 770.00 22.000 770.00 36 DELINEATOR (CLASS 1, SURFACE MOUNTED) EA 45.0000 720.00 9.000 405.00 9.000 405.00 37 HIGHWAY POST MARKER EA 42.0000 336.00 8.000 336.00 8.000 336.00 38 OBJECT MARKER (TYPE K-1) EA 40.0000 240.00 0.000 0.00 39 OBJECT MARKER (TYPE L-1) EA 32.0000 288.00 7.000 224.00 7.000 224.00 40 METAL BEAM GUARD RAILING M 100.0000 17,000.00 199.400 19,940.00 41 CHAIN LINK RAILING (TYPE 7) M 164.0000 63,468.00 383.000 62,812.00 F) 42 CONCRETE BARRIER (TYPE 26 MODIFIED) M 400.0000 78,800.00 197.000 78,800.00 F) 43 SINGLE THRIE BEAM BARRIER M 60.0000 40,800.00 0.000 0.00 S) 44 TRANSITION RAILING (TYPE WB) EA 4,100.0000 8,200.00 1.000 4,100.00 S) 45 END ANCHOR ASSEMBLY (TYPE SFT) EA 800.0000 6,400.00 1.000 800.00 S) 46 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 2,900.0000 2,900.00 0.000 0.00 S) 47 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,400.0000 21,600.00 9.000 21,600.00 S) 48 CRASH CUSHION (ADIEM) EA 16,000.0000 16,000.00 1.000 16,000.00 S) 49 CONCRETE BARRIER (TYPE 60C) M 210.0000 84,000.00 400.000 84,000.00 S) 50 CONCRETE BARRIER (TYPE 736A MODIFIED) M 275.0000 75,900.00 276.000 75,900.00 F) 51 THERMOPLASTIC PAVEMENT MARKING M2 30.0000 12,750.00 0.000 0.00 S) 52 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 13,600.00 0.000 0.00 S) 53 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2500 925.00 0.000 0.00 S) 54 150 MM THERMOPLASTIC TRAFFIC STRIPE M 1.3000 65.00 0.000 0.00 S) (BROKEN 2.44 M - 1.22 M) 55 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,000.00 0.000 0.00 S) 56 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 4,200.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 57 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 180.00 0.000 0.00 S) (BROKEN 1.83 M - 0.30 M) PROGRAM CAS145 PAGE 7 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.2000 15,360.00 0.000 0.00 S) (BROKEN 10.98 M - 3.66 M) 59 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,830.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 60 PAVEMENT MARKER (RETROREFLECTIVE) EA 3.2500 9,230.00 0.000 0.00 S) 61 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 2,500.0000 2,500.00 0.050 125.00 1.000 2,500.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 62 SIGNAL AND LIGHTING LS 150,000.0000 150,000.00 0.030 4,500.00 1.000 150,000.00 S) 63 SIGN ILLUMINATION LS 7,500.0000 7,500.00 0.090 675.00 1.000 7,500.00 S) 64 MODIFY SIGN ILLUMINATION LS 18,000.0000 18,000.00 0.430 7,740.00 1.000 18,000.00 S) 65 EMERGENCY VEHICLE DETECTOR SYSTEM LS 11,000.0000 11,000.00 1.000 11,000.00 S) 66 MODIFY TRAFFIC MONITORING STATION LS 25,000.0000 25,000.00 1.000 25,000.00 S) 67 MODIFY MICROWAVE VEHICLE DETECTION LS 8,000.0000 8,000.00 1.000 8,000.00 1.000 8,000.00 S) SYSTEM 68 RELOCATE CLOSED CIRCUIT TELEVISION LS 30,000.0000 30,000.00 0.110 3,300.00 1.000 30,000.00 S) SYSTEM 69 RAMP METERING SYSTEM LS 150,000.0000 150,000.00 0.040 6,000.00 1.000 150,000.00 S) 70 MODIFY SIGNAL AND LIGHTING LS 300,000.0000 300,000.00 0.039 11,700.00 1.000 300,000.00 S) 71 MODIFY LIGHTING LS 36,000.0000 36,000.00 0.600 21,600.00 1.000 36,000.00 S) 72 MODIFY LIGHTING AND SIGN ILLUMINATION LS 250,000.0000 250,000.00 1.000 250,000.00 S) 73 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 74 PROTECTION OF MIGRATORY BIRDS LS 3,000.0000 3,000.00 0.135 405.00 1.000 3,000.00 PROGRAM CAS145 PAGE 8 DATE 11/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 03-388004 TIME 09:02 AM ESTIMATE NO. 17 BID OPENING 04/15/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 11/19/10 R.E. NAME: AOUN, TONY DATE OF THIS ESTIMATE 11/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 535,911.20 12,583,988.78 ADJUSTMENT OF COMPENSATION 0.00 5,094.00 EXTRA WORK 312,511.45 1,291,432.47 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 848,422.65 13,880,515.25 75 MOBILIZATION LS 893,000.0000 893,000.00 1.000 893,000.00 ORIGINAL CONTRACT AMOUNT 13,937,886.05 TOTAL WORK COMPLETED 848,422.65 14,773,515.25 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 848,422.65 14,773,515.25 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 06/04/09 370 07/29/09 07/29/09 01/24/10 283 44 25 0 93% 100% PROGRESS IS SATISFACTORY AOUN, TONY RESIDENT ENGINEER PROGRAM CAS145 DATE 11/23/10