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 01/12/11 EST. NO.24 TIME 11:09 AM R.E. NAME: BOUZAR, CYRUS 04-290844 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- *** THERE ARE NO EXTRA WORK PAYMENTS THIS ESTIMATE *** 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 01/12/11 EST. NO.24 TIME 11:09 AM R.E. NAME: BOUZAR, CYRUS 04-290844 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE L-C P/U DGC 82808 -10,000.00 05 L-C P/U CHRISP 1121 -20,000.00 05 RESTAKING CHARGE 5,440.00 06 LATE CLOSURE PICKUP 5,000.00 09 UNAUTHORIZED 7,500.00 12 LATE CLOSURE PICKUP -5,000.00 14 LATE CLOSURE PICKUP -5,000.00 14 RESTAKING CHARGES -5,440.00 14 RESTAKING CHARGES -5,400.00 14 UNAUTH LANE CLOSURE -7,500.00 14 UNAUTH LANE CLOSURE -7,500.00 14 LABOR COMPLIANCE VIO -5,000.00 15 LAB COMP VIO RET GMS 5,000.00 16 RETURN RESTAKING CHA 5,440.00 19 RESTAKING CHARGE -5,440.00 20 RETURN RESTAKING CHA 5,400.00 20 ONAUTHORIZED LC 7,500.00 22 LATE CLOSURE PICKUP 5,000.00 24 5,000.00 -30,000.00 TOTAL DEDUCTIONS 5,000.00 -30,000.00 PROGRAM CAS145 PAGE 1 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 LOCATION FINAL ESTIMATE 04-ALA-580-R7.8/13.2 -------------- DESILA GATES CONSTRUCTION IN ALAMEDA COUNTY IN AND NEAR 11555 DUBLIN BLVD LIVERMORE FROM 0.4 KM EAST OF DUBLIN CA 94568 GREENVILLE ROAD OVERHEAD TO 0.4 KM EAST OF PORTOLA AVENUE OVERCROSSING FED. AID NO. HPLU-6204(70) ,L-6204(70) WIDEN ROADWAY ------------------------------------------------------------------------------------------------------------------------------------ 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 1.000 5,000.00 02 TIME-RELATED OVERHEAD LS 1800,000.0000 1,800,000.00 1.000 1,800,000.00 03 TEMPORARY FENCE (TYPE ESA) M 10.0000 16,600.00 0.000 0.00 04 TEMPORARY FENCE (WILDLIFE EXCLUSION) M 30.0000 133,500.00 4,450.000 133,500.00 05 CONSTRUCTION SITE MANAGEMENT LS 25,000.0000 25,000.00 1.000 25,000.00 06 PREPARE STORM WATER POLLUTION LS 5,000.0000 5,000.00 1.000 5,000.00 S) PREVENTION PLAN 07 TEMPORARY SILT FENCE M 7.0000 47,530.00 8,112.840 56,789.88 08 TEMPORARY CONSTRUCTION ENTRANCE EA 3,000.0000 48,000.00 9.000 27,000.00 09 TEMPORARY COVER M2 10.0000 6,100.00 5,539.130 55,391.30 10 TEMPORARY DRAINAGE INLET PROTECTION EA 200.0000 26,000.00 100.000 20,000.00 11 TEMPORARY HYDRAULIC MULCH M2 1.0000 5,970.00 14,220.000 14,220.00 S) (BONDED FIBER MATRIX) 12 STREET SWEEPING LS 50,000.0000 50,000.00 1.000 50,000.00 13 TEMPORARY CONCRETE WASHOUT BIN EA 1,250.0000 150,000.00 80.000 100,000.00 14 CONSTRUCTION AREA SIGNS LS 10,000.0000 10,000.00 1.000 10,000.00 S) 15 TRAFFIC CONTROL SYSTEM LS 245,000.0000 245,000.00 1.000 245,000.00 S) 16 TEMPORARY PAVEMENT MARKING (PAINT) M2 70.0000 1,470.00 0.000 0.00 S) 17 TEMPORARY TRAFFIC STRIPE (TAPE) M 3.0000 92,700.00 8,823.300 26,469.90 S) 18 TEMPORARY TRAFFIC STRIPE (PAINT) M 2.0000 122,600.00 70,477.500 140,955.00 S) 19 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 12,950.00 425.000 14,875.00 S) 20 FLASHING BEACON (PORTABLE) EA 1,000.0000 13,000.00 12.000 12,000.00 S) 21 TEMPORARY PAVEMENT MARKER EA 3.0000 150,300.00 21,034.000 63,102.00 S) 22 PORTABLE CHANGEABLE MESSAGE SIGN EA 15,000.0000 60,000.00 4.000 60,000.00 S) PROGRAM CAS145 PAGE 2 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY RAILING (TYPE K) M 70.0000 1,918,000.00 27,408.175 1,918,572.25 S) 24 TEMPORARY CRASH CUSHION MODULE EA 250.0000 75,000.00 295.000 73,750.00 S) 25 ABANDON CULVERT EA 500.0000 10,000.00 18.000 9,000.00 26 OBLITERATE SURFACING M2 10.0000 510.00 51.000 510.00 27 REMOVE CHAIN LINK FENCE M 10.0000 6,200.00 620.000 6,200.00 28 REMOVE METAL BEAM GUARD RAILING M 25.0000 22,500.00 900.000 22,500.00 29 REMOVE SINGLE THRIE BEAM BARRIER M 25.0000 295,000.00 11,767.000 294,175.00 30 REMOVE DOUBLE THRIE BEAM BARRIER M 25.0000 35,500.00 1,417.000 35,425.00 31 REMOVE FLARED END SECTION EA 500.0000 3,000.00 6.000 3,000.00 32 REMOVE YELLOW PAINTED TRAFFIC STRIPE M 5.0000 350.00 68.000 340.00 33 REMOVE YELLOW THERMOPLASTIC TRAFFIC M 5.0000 800.00 393.900 1,969.50 STRIPE 34 REMOVE PAINTED TRAFFIC STRIPE M 2.0000 1,960.00 364.000 728.00 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE M 2.0000 6,740.00 1,731.440 3,462.88 36 REMOVE PAVEMENT MARKER EA 2.0000 18,500.00 9,250.000 18,500.00 37 REMOVE ROADSIDE SIGN (WOOD POST) EA 50.0000 200.00 4.000 200.00 38 REMOVE SIGN STRUCTURE EA 3,500.0000 14,000.00 4.000 14,000.00 39 REMOVE OVERSIDE DRAIN EA 500.0000 1,000.00 2.000 1,000.00 40 REMOVE CULVERT M 100.0000 8,700.00 50.600 5,060.00 41 REMOVE INLET EA 1,000.0000 39,000.00 36.000 36,000.00 42 REMOVE HEADWALL EA 1,000.0000 3,000.00 3.000 3,000.00 43 REMOVE TEE EA 500.0000 500.00 0.000 0.00 44 RECONSTRUCT SINGLE THRIE BEAM BARRIER M 40.0000 16,400.00 403.880 16,155.20 45 RESET ROADSIDE SIGN EA 250.0000 3,000.00 12.000 3,000.00 46 RELOCATE ROADSIDE SIGN (WOOD POST) EA 300.0000 5,100.00 19.000 5,700.00 47 RELOCATE ROADSIDE SIGN EA 100.0000 2,100.00 21.000 2,100.00 (STRAP AND SADDLE BRACKET METHOD) 48 ADJUST INLET EA 2,000.0000 6,000.00 3.000 6,000.00 49 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 70,000.00 18,423.210 92,116.05 S) PROGRAM CAS145 PAGE 3 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CAP INLET EA 1,000.0000 17,000.00 18.000 18,000.00 51 REMOVE CRASH CUSHION (SAND FILLED) EA 500.0000 7,000.00 14.000 7,000.00 52 CLEARING AND GRUBBING LS 150,000.0000 150,000.00 1.000 150,000.00 53 DEVELOP WATER SUPPLY LS 25,000.0000 25,000.00 1.000 25,000.00 54 ROADWAY EXCAVATION M3 0.1000 4,730.00 45,228.000 4,522.80 55 ROADWAY EXCAVATION (TYPE Y-2) M3 0.1000 3,410.00 33,469.000 3,346.90 (AERIALLY DEPOSITED LEAD) 56 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 57 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 136,200.00 104.000 5,200.00 F) 58 STRUCTURE EXCAVATION (TIEBACK WALL) M3 100.0000 8,800.00 0.000 0.00 F) 59 STRUCTURE BACKFILL (RETAINING WALL) M3 150.0000 164,550.00 42.000 6,300.00 F) 60 STRUCTURE BACKFILL (TIEBACK WALL) M3 200.0000 600.00 0.000 0.00 F) 61 PERVIOUS BACKFILL MATERIAL (RETAINING M3 100.0000 23,800.00 22.670 2,267.00 F) WALL) 62 SAND BACKFILL M3 200.0000 22,000.00 83.340 16,668.00 63 CONCRETE BACKFILL M3 200.0000 8,800.00 198.780 39,756.00 64 DITCH EXCAVATION M3 30.0000 63,900.00 2,130.000 63,900.00 65 IMPORTED MATERIAL (SHOULDER BACKING) TONN 35.0000 18,900.00 270.000 9,450.00 66 EROSION CONTROL (TYPE D) HA 10,000.0000 43,000.00 5.540 55,400.00 S) 67 BIOFILTRATION STRIPS M2 1.0000 3,740.00 3,785.000 3,785.00 S) 68 EROSION CONTROL (NETTING) M2 5.0000 6,800.00 1,480.000 7,400.00 S) 69 BIOFILTRATION SWALES M2 7.0000 10,290.00 1,470.000 10,290.00 S) 70 FIBER ROLLS M 8.0000 84,000.00 11,387.200 91,097.60 71 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 4,000.00 3.000 3,000.00 S) 72 LIME TONN 185.0000 1,061,900.00 3,594.230 664,932.55 73 LIME STABILIZATION M2 4.0000 428,000.00 111,317.000 445,268.00 74 AGGREGATE BASE (APPROACH SLAB) M3 500.0000 13,500.00 59.190 29,595.00 75 CLASS 3 AGGREGATE BASE M3 100.0000 30,000.00 227.030 22,703.00 76 ASPHALTIC EMULSION (CURING SEAL) TONN 1.0000 75.00 35.910 35.91 PROGRAM CAS145 PAGE 4 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LEAN CONCRETE BASE M3 175.0000 4,742,500.00 28,261.190 4,945,708.25 78 REPLACE ASPHALT CONCRETE SURFACING M3 350.0000 287,000.00 909.440 318,304.00 79 ASPHALT CONCRETE TONN 95.0000 5,852,000.00 63,489.650 6,031,516.75 80 ASPHALT CONCRETE TONN 95.0000 3,676,500.00 29,829.520 2,833,804.40 (CROSS SLOPE CORRECTION) 81 RUBBERIZED ASPHALT CONCRETE (TYPE G) TONN 100.0000 2,470,000.00 19,815.450 1,981,545.00 82 RUBBERIZED ASPHALT CONCRETE (TYPE O) TONN 100.0000 1,610,000.00 0.000 0.00 83 PAVING ASPHALT (BINDER-PAVEMENT TONN 1.0000 110.00 38.000 38.00 REINFORCING FABRIC) 84 PAVEMENT REINFORCING FABRIC M2 1.7500 165,200.00 114,526.000 200,420.50 85 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 6.0000 10,500.00 3,300.000 19,800.00 AREA) 86 PLACE ASPHALT CONCRETE DIKE (TYPE C) M 6.0000 1,320.00 207.000 1,242.00 87 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 6.0000 18,360.00 2,261.200 13,567.20 88 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 6.0000 1,560.00 1,169.150 7,014.90 89 REPLACE CONCRETE PAVEMENT M3 850.0000 416,500.00 490.000 416,500.00 (RAPID STRENGTH CONCRETE) 90 CRACK EXISTING CONCRETE PAVEMENT M2 1.0000 87,200.00 87,200.000 87,200.00 91 GRIND EXISTING CONCRETE M2 15.0000 48,150.00 2,632.000 39,480.00 S) PAVEMENT 92 400 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 456,000.00 1,567.400 470,220.00 S) PILING 93 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 300.0000 11,400.00 38.300 11,490.00 S) PILING 94 TIEBACK ANCHOR EA 3,000.0000 66,000.00 0.000 0.00 S) 95 STRUCTURAL CONCRETE, RETAINING WALL M3 1,000.0000 847,000.00 42.000 42,000.00 F) 96 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,500.0000 403,500.00 139.010 208,515.00 (TYPE R) 97 CLASS 2 CONCRETE (BOX CULVERT) M3 1,000.0000 333,000.00 333.000 333,000.00 F) 98 CLASS 2 CONCRETE (HEADWALL) M3 3,000.0000 42,000.00 14.900 44,700.00 F) 99 MINOR CONCRETE (MINOR STRUCTURE) M3 1,200.0000 142,800.00 111.730 134,076.00 F) 00 MINOR CONCRETE (SOUND WALL) M3 800.0000 23,200.00 23.000 18,400.00 F) 01 PAVING NOTCH EXTENSION M3 7,000.0000 48,300.00 3.300 23,100.00 02 FRACTURED RIB TEXTURE M2 200.0000 67,000.00 0.000 0.00 F) 03 SOUND WALL (BARRIER) (MASONRY BLOCK) M2 160.0000 286,240.00 1,789.000 286,240.00 SF) PROGRAM CAS145 PAGE 5 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 JOINT SEAL (MR 30 MM) M 140.0000 7,420.00 0.000 0.00 S) 05 JOINT SEAL (MR 50 MM) M 360.0000 17,640.00 47.800 17,208.00 S) 06 BAR REINFORCING STEEL KG 3.0000 113,340.00 37,976.000 113,928.00 SF) 07 BAR REINFORCING STEEL (RETAINING WALL) KG 3.4000 180,081.00 2,165.000 7,361.00 SF) 08 BAR REINFORCING STEEL (SOUND WALL) KG 3.0000 5,673.00 1,891.000 5,673.00 SF) 09 SHOTCRETE M3 725.0000 27,550.00 0.000 0.00 F) 10 FURNISH SIGN STRUCTURE (TRUSS) KG 11.0000 1,311,310.00 57,220.000 629,420.00 11 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 119,210.00 57,220.000 57,220.00 SF) 12 FURNISH FORMED PANEL SIGN (OVERHEAD) M2 140.0000 15,400.00 102.570 14,359.80 13 FURNISH LAMINATED PANEL SIGN M2 175.0000 4,900.00 27.890 4,880.75 (25.4 MM-TYPE A) 14 FURNISH SINGLE SHEET ALUMINUM SIGN M2 150.0000 1,200.00 7.200 1,080.00 (2.0 MM-UNFRAMED) 15 FURNISH SINGLE SHEET ALUMINUM SIGN M2 175.0000 5,250.00 30.410 5,321.75 (1.6 MM-FRAMED) 16 1524 MM CAST-IN-DRILLED-HOLE M 3,500.0000 385,000.00 60.700 212,450.00 CONCRETE PILE (SIGN FOUNDATION) 17 METAL (RAIL MOUNTED SIGN) KG 10.0000 16,700.00 1,845.100 18,451.00 18 ROADSIDE SIGN - ONE POST EA 200.0000 800.00 5.000 1,000.00 19 ROADSIDE SIGN - TWO POST EA 300.0000 1,200.00 4.000 1,200.00 20 INSTALL SIGN PANEL ON EXISTING FRAME M2 150.0000 4,200.00 27.890 4,183.50 21 INSTALL ROADSIDE SIGN PANEL ON EA 100.0000 200.00 0.000 0.00 EXISTING POST 22 PREPARE AND PAINT POSTMILE MARKINGS ON M2 50.0000 700.00 14.000 700.00 CONCRETE BARRIER 23 450 MM ALTERNATIVE PIPE CULVERT M 250.0000 165,000.00 570.930 142,732.50 24 600 MM ALTERNATIVE PIPE CULVERT M 250.0000 72,500.00 320.700 80,175.00 25 900 MM ALTERNATIVE PIPE CULVERT M 500.0000 1,300.00 43.600 21,800.00 26 1200 MM ALTERNATIVE PIPE CULVERT M 500.0000 260,000.00 507.300 253,650.00 27 1500 MM ALTERNATIVE PIPE CULVERT M 500.0000 155,000.00 307.600 153,800.00 28 1500 MM REINFORCED CONCRETE PIPE M 700.0000 91,000.00 0.000 0.00 29 300 MM CORRUGATED STEEL PIPE M 200.0000 18,600.00 20.000 4,000.00 (1.63 MM THICK) 30 450 MM CORRUGATED STEEL PIPE M 225.0000 10,800.00 0.000 0.00 (1.63 MM THICK) PROGRAM CAS145 PAGE 6 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 600 MM CORRUGATED STEEL PIPE M 500.0000 500.00 0.000 0.00 (1.63 MM THICK) 32 450 MM ALTERNATIVE FLARED END SECTION EA 500.0000 2,000.00 3.000 1,500.00 33 600 MM ALTERNATIVE FLARED END SECTION EA 500.0000 1,000.00 2.000 1,000.00 34 DEBRIS RACK EA 10,000.0000 10,000.00 1.000 10,000.00 35 900 MM PRECAST CONCRETE PIPE INLET M 700.0000 4,200.00 0.000 0.00 36 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 250.0000 11,000.00 42.510 10,627.50 37 ROCK SLOPE PROTECTION FABRIC M2 2.0000 360.00 164.210 328.42 38 MINOR CONCRETE (MISCELLANEOUS M3 1,400.0000 91,000.00 63.240 88,536.00 CONSTRUCTION) 39 MINOR CONCRETE (GUTTER) M 70.0000 27,370.00 0.000 0.00 F) 40 MINOR CONCRETE (TEXTURED PAVING) M2 60.0000 73,200.00 1,220.000 73,200.00 41 MISCELLANEOUS IRON AND STEEL KG 4.0000 45,192.00 11,002.000 44,008.00 SF) 42 CHAIN LINK FENCE (TYPE CL-0.9) M 40.0000 15,200.00 376.000 15,040.00 S) 43 CHAIN LINK FENCE (TYPE CL-0.9, SLATTED) M 50.0000 13,000.00 260.000 13,000.00 S) 44 CHAIN LINK FENCE M 70.0000 27,370.00 391.000 27,370.00 SF)(TYPE CL-1.2, VINYL-CLAD) (MODIFIED) 45 DELINEATOR (CLASS 1) EA 40.0000 8,400.00 229.000 9,160.00 46 GUARD RAILING DELINEATOR EA 40.0000 3,400.00 128.000 5,120.00 47 CONCRETE BARRIER MARKER EA 40.0000 2,840.00 57.000 2,280.00 48 OBJECT MARKER EA 40.0000 600.00 13.000 520.00 49 METAL BEAM GUARD RAILING (WOOD POST) M 100.0000 83,000.00 2,116.160 211,616.00 S) 50 TRANSITION RAILING (TYPE STB) EA 3,500.0000 3,500.00 1.000 3,500.00 S) 51 TRANSITION RAILING (TYPE WB) EA 3,500.0000 31,500.00 7.000 24,500.00 S) 52 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 16,000.00 17.000 17,000.00 S) 53 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,000.0000 3,000.00 5.000 15,000.00 S) 54 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,500.0000 45,000.00 19.000 47,500.00 S) 55 CRASH CUSHION, SAND FILLED EA 5,000.0000 10,000.00 2.000 10,000.00 S) 56 CONCRETE BARRIER (TYPE 60C) M 200.0000 1,392,000.00 7,102.290 1,420,458.00 57 CONCRETE BARRIER (TYPE 60D) M 170.0000 66,470.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 60E) M 650.0000 221,000.00 113.920 74,048.00 59 CONCRETE BARRIER (TYPE 60C MODIFIED) M 350.0000 224,000.00 631.720 221,102.00 60 CONCRETE BARRIER (TYPE 60A MODIFIED) M 200.0000 30,000.00 143.000 28,600.00 61 CONCRETE BARRIER (TYPE 732A) M 500.0000 20,000.00 40.000 20,000.00 F) 62 CONCRETE BARRIER (TYPE 736SV) M 700.0000 368,900.00 527.000 368,900.00 F) 63 THERMOPLASTIC PAVEMENT MARKING M2 70.0000 41,300.00 665.190 46,563.30 S) 64 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 82,200.00 26,750.910 80,252.73 S) 65 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,860.00 1,598.000 4,794.00 S) 66 200 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 4,200.00 1,466.410 4,399.23 S) (BROKEN 3.66 M - 0.92 M) 67 100 MM THERMOPLASTIC TRAFFIC STRIPE M 3.0000 2,220.00 624.000 1,872.00 S) (BROKEN 5.18 M - 2.14 M) 68 PAVEMENT MARKER (NON-REFLECTIVE) EA 4.0000 37,720.00 9,102.000 36,408.00 S) 69 PAVEMENT MARKER (RETROREFLECTIVE) EA 7.0000 29,680.00 4,246.000 29,722.00 S) 70 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 10,000.0000 10,000.00 1.000 10,000.00 S) SYSTEM ELEMENTS DURING CONSTRUCTION 71 LIGHTING (TEMPORARY) LS 50,000.0000 50,000.00 1.000 50,000.00 S) 72 LIGHTING AND SIGN ILLUMINATION LS 750,000.0000 750,000.00 1.000 750,000.00 S) 73 TRAFFIC OPERATIONS SYSTEM LS 750,000.0000 750,000.00 1.000 750,000.00 S) 74 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,500.0000 7,500.00 3.000 7,500.00 S) WIRELESS MODEM ASSEMBLY 75 HIGH SPEED WEIGH-IN-MOTION SYSTEM LS 600,000.0000 600,000.00 1.000 600,000.00 S) PROGRAM CAS145 PAGE 8 DATE 01/12/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-290844 TIME 11:09 AM ESTIMATE NO. 24 BID OPENING 06/24/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/02/10 R.E. NAME: BOUZAR, CYRUS DATE OF THIS ESTIMATE 01/12/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 0.00 32,480,586.20 ADJUSTMENT OF COMPENSATION 0.00 1,091,965.03 EXTRA WORK 0.00 3,668,818.30 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 0.00 37,241,369.53 76 MOBILIZATION LS 4250,000.0000 4,250,000.00 1.000 4,250,000.00 ORIGINAL CONTRACT AMOUNT 42,510,771.00 TOTAL WORK COMPLETED 0.00 41,491,369.53 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 5,000.00 -30,000.00 TOTAL 5,000.00 41,461,369.53 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN JOB COM- WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR PLETED ON DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 08/28/08 180 08/18/08 10/22/08 02/02/10 219 98 0 0 100% 100% BOUZAR, CYRUS RESIDENT ENGINEER PROGRAM CAS145 DATE 01/12/11