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 09/23/10 EST. NO.20 TIME 01:03 PM R.E. NAME: PAIBUL, SENI 08-227004 --------------------------------------------------------------------------- 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 0179 364.62 E.W. @ F.A.(+) 043010 Y 0285.0 0214 676.78 080210 Y 0402.0 0215 734.04 080310 Y 0403.0 0222 882.30 072610 Y 0415.0 0223 492.67 080510 Y 0416.0 0224 697.23 072410 Y 0418.0 0225 126.16 081010 Y 0422.0 0226 442.13 080910 Y 0423.0 0227 126.16 081110 Y 0424.0 0228 569.20 081110 Y 0426.0 0229 630.17 081210 Y 0429.0 0230 52.44 081310 Y 0430.0 0231 721.82 081010 Y 0431.0 0232 252.33 071410 Y 0433.0 0233 157.70 080310 Y 0436.0 0234 614.86 072010 Y 0439.0 0235 693.58 072110 Y 0442.0 0236 94.63 072010 Y 0446.0 0237 113.51 081610 Y 0451.0 0238 63.08 081810 Y 0455.0 0239 64.62 081910 Y 0456.0 0240 149.13 081610 Y 0458.0 0241 483.57 081710 Y 0459.0 0242 351.78 081810 Y 0460.0 0243 820.43 060910 Y 0326.1 0244 348.02 072810 Y 0392.1 0245 1,524.50 072910 Y 0395.1 0246 533.98 081910 Y 0463.0 0247 156.64 082010 Y 0464.0 0248 313.90 082310 Y 0466.0 0249 127.83 082410 Y 0467.0 0250 447.02 083010 Y 0470.0 0251 400.29 083110 Y 0471.0 0252 250.18 090110 Y 0472.0 0253 537.17 082710 Y 0475.0 0254 150.11 082610 Y 0476.0 0255 621.78 082510 Y 0477.0 002 0002 5,757.60 A.C. @ U.P.(+) 071510 Y 0349.1 0003 1,866.00 082110 Y 0469.0 003 0017 250.00 E.W. @ F.A.(+) 062510 Y 0363.0 0018 2,349.07 071310 Y 0398.0 0019 250.00 072910 Y 0435.0 0020 250.00 052610 Y 0303.2 004 0013 1,262.50 E.W. @ F.A.(+) 081710 Y 0434.0 008 0103 630.81 E.W. @ F.A.(+) 080910 Y 0420.0 0104 1,560.06 081210 Y 0428.0 0105 126.16 081310 Y 0449.0 0106 796.81 081710 Y 0452.0 0107 2,065.11 033110 Y 0334.0 012 0008 6,954.59 E.W. @ F.A.(+) 081110 Y 0468.0 0009 3,503.50 082710 Y 0473.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 09/23/10 EST. NO.20 TIME 01:03 PM R.E. NAME: PAIBUL, SENI 08-227004 --------------------------------------------------------------------------- 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 --------------------------------------------------------------------------- 0010 550.00 091809 Y 0474.0 017 0011 1,178.31 E.W. @ F.A.(+) 072210 Y 0437.0 0012 5,451.31 072710 Y 0461.0 018 0008 847.67 E.W. @ F.A.(+) 072810 Y 0440.0 0009 1,130.24 072910 Y 0441.0 52,566.10 TOTAL THIS ESTIMATE 366,197.58 TOTAL PREVIOUS ESTIMATE 418,763.68 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 09/23/10 EST. NO.20 TIME 01:03 PM R.E. NAME: PAIBUL, SENI 08-227004 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- LABOR COMPLIANCE VIOLATION MISSING DOCUMENTS -10,000.00 03 MISSING DOCUMENTS 10,000.00 04 MISSING DOCUMENTS -10,000.00 08 MISSING DOCUMENTS 2,000.00 13 MISSING DOCUMENTS 8,000.00 17 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 LOCATION PROGRESS ESTIMATE 08-SBD-18-44.2/44.7 ----------------- FLATIRON WEST INC. IN SAN BERNARDINO COUNTY IN THE 1770 LA COSTA MEADOWS DR. CITY OF BIG BEAR LAKE ON ROUTE SAN MARCOS CA 92078 18 AT JUNCTION WITH ROUTE 38. FED. AID NO. ACST-X071(53)E ,PACB-X071(53)E ,RSTP-X071(53)E REPLACE BRIDGE & REALIGN 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 10,000.0000 10,000.00 0.250 2,500.00 02 TIME-RELATED OVERHEAD LS 2700,000.0000 2,700,000.00 0.046 124,200.00 0.812 2,192,400.00 03 ENDANGERED SPECIES PROTECTION LS 7,000.0000 7,000.00 0.500 3,500.00 04 BIOLOGICAL MONITOR WDAY 900.0000 162,000.00 7.000 6,300.00 184.000 165,600.00 05 TEMPORARY FENCE (TYPE ESA) LF 8.0000 17,200.00 1,720.000 13,760.00 06 TEMPORARY FENCE (TYPE WILDLIFE) LF 9.0000 5,490.00 2,290.000 20,610.00 07 NONNATIVE PLANT PRECLUSION LS 5,000.0000 5,000.00 0.000 0.00 08 CONSTRUCTION SITE MANAGEMENT LS 125,000.0000 125,000.00 0.046 5,750.00 0.812 101,500.00 09 PREPARE STORM WATER POLLUTION LS 1,000.0000 1,000.00 1.000 1,000.00 S) PREVENTION PLAN 10 TEMPORARY FIBER ROLL LF 5.0000 7,500.00 920.000 4,600.00 11 TEMPORARY SILT FENCE LF 5.0000 12,500.00 2,407.000 12,035.00 12 TEMPORARY GRAVEL BAG BERM LF 11.0000 16,500.00 1,705.000 18,755.00 13 TEMPORARY CONCRETE WASHOUT FACILITY EA 7,500.0000 45,000.00 5.000 37,500.00 14 TEMPORARY CONSTRUCTION ENTRANCE EA 5,000.0000 20,000.00 2.000 10,000.00 15 TEMPORARY COVER SQYD 3.0000 6,690.00 1,251.000 3,753.00 16 TEMPORARY CHECK DAM LF 11.0000 2,750.00 40.000 440.00 17 MOVE-IN/MOVE-OUT EA 1,000.0000 3,000.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 18 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 19,400.00 0.000 0.00 (BONDED FIBER MATRIX) 19 STREET SWEEPING LS 140,000.0000 140,000.00 0.950 133,000.00 20 CONSTRUCTION AREA SIGNS LS 45,000.0000 45,000.00 0.700 31,500.00 S) 21 TRAFFIC CONTROL SYSTEM LS 220,000.0000 220,000.00 0.050 11,000.00 0.930 204,600.00 S) 22 TYPE III BARRICADE EA 75.0000 5,400.00 8.000 600.00 S) PROGRAM CAS145 PAGE 2 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 10.0000 4,600.00 578.000 5,780.00 S) 24 TEMPORARY TRAFFIC STRIPE (PAINT) LF 1.0000 16,100.00 748.000 748.00 12,174.000 12,174.00 S) 25 CHANNELIZER (SURFACE MOUNTED) EA 40.0000 4,400.00 3.000 120.00 42.000 1,680.00 S) 26 FLASHING BEACON (PORTABLE) EA 1,500.0000 4,500.00 2.000 3,000.00 S) 27 TEMPORARY PAVEMENT MARKER EA 20.0000 3,800.00 98.000 1,960.00 S) 28 PORTABLE CHANGEABLE MESSAGE SIGN EA 30,000.0000 120,000.00 3.000 90,000.00 S) 29 TEMPORARY RAILING (TYPE K) LF 30.0000 97,800.00 1,860.000 55,800.00 30 TEMPORARY CRASH CUSHION MODULE EA 250.0000 8,250.00 22.000 5,500.00 31 REMOVE GATE EA 1,000.0000 2,000.00 1.000 1,000.00 32 REMOVE MARKER EA 20.0000 800.00 32.000 640.00 33 REMOVE METAL BEAM GUARD RAILING LF 6.0000 8,040.00 1,075.000 6,450.00 S) 34 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 5.0000 18,550.00 3,057.000 15,285.00 S) STRIPE 35 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 3.0000 7,680.00 2,908.000 8,724.00 S) 36 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 1,360.00 174.000 696.00 S) 37 REMOVE PAVEMENT MARKER EA 3.0000 480.00 80.000 240.00 S) 38 REMOVE ROADSIDE SIGN EA 175.0000 3,675.00 16.000 2,800.00 39 REMOVE SIGN STRUCTURE EA 2,000.0000 2,000.00 1.000 2,000.00 40 REMOVE ASPHALT CONCRETE DIKE LF 2.0000 1,920.00 566.000 1,132.00 41 REMOVE CULVERT LF 50.0000 6,000.00 127.000 6,350.00 42 REMOVE HEADWALL CY 1,000.0000 1,000.00 1.000 1,000.00 43 RELOCATE BOULDER (6-FOOT) EA 1,000.0000 5,000.00 2.500 2,500.00 44 RELOCATE BOULDER (4-FOOT) EA 1,000.0000 2,000.00 1.000 1,000.00 45 RELOCATE BOULDER (3-FOOT) EA 1,000.0000 2,000.00 1.000 1,000.00 46 RELOCATE MONUMENT PLAQUES EA 1,000.0000 3,000.00 1.500 1,500.00 47 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 35.0000 11,200.00 90.000 3,150.00 S) 48 PREPARE CONCRETE BRIDGE DECK SURFACE SQFT 0.5000 20,015.00 0.000 0.00 49 BRIDGE REMOVAL (PORTION) LS 550,000.0000 550,000.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 CLEARING AND GRUBBING LS 80,000.0000 80,000.00 1.000 80,000.00 51 DEVELOP WATER SUPPLY LS 173,000.0000 173,000.00 0.027 4,671.00 0.905 156,565.00 52 ROADWAY EXCAVATION CY 18.0000 51,840.00 591.000 10,638.00 1,485.000 26,730.00 53 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 S) 54 ROCK EXCAVATION CY 95.0000 1,529,500.00 16,100.000 1,529,500.00 55 STRIPPING EXCAVATION CY 56.0000 64,400.00 1,150.000 64,400.00 F) 56 ROCK REMOVAL CY 70.0000 224,000.00 0.000 0.00 57 ROCK SCULPTING CY 75.0000 79,500.00 800.000 60,000.00 800.000 60,000.00 58 STRUCTURE EXCAVATION (PIER COLUMN) CY 1,600.0000 2,048,000.00 1,280.000 2,048,000.00 F) 59 STRUCTURE EXCAVATION (ROCK) CY 210.0000 672,000.00 3,200.000 672,000.00 F) 60 STRUCTURE EXCAVATION (RETAINING WALL) CY 75.0000 33,750.00 450.000 33,750.00 61 STRUCTURE BACKFILL (BRIDGE) CY 80.0000 153,120.00 326.000 26,080.00 663.000 53,040.00 F) 62 STRUCTURE BACKFILL (RETAINING WALL) CY 140.0000 136,500.00 117.000 16,380.00 655.000 91,700.00 F) 63 STRUCTURE BACKFILL (SOLDIER PILE WALL) CY 2,000.0000 44,000.00 0.000 0.00 F) 64 LEAN CONCRETE BACKFILL CY 120.0000 2,400.00 0.000 0.00 F) 65 IMPORTED BORROW CY 1.0000 2,620.00 0.000 0.00 66 HIGHWAY PLANTING LS 20,000.0000 20,000.00 0.000 0.00 S) 67 DUFF SQYD 5.0000 8,850.00 885.000 4,425.00 68 EROSION CONTROL (TYPE D) ACRE 30,000.0000 120,000.00 0.000 0.00 S) 69 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 1,000.0000 2,000.00 0.000 0.00 S) 70 PLANT (GROUP W) EA 10.0000 1,500.00 0.000 0.00 71 PLANT ESTABLISHMENT WORK LS 20,000.0000 20,000.00 0.000 0.00 S) 72 CLASS 2 AGGREGATE BASE CY 66.0000 256,740.00 905.000 59,730.00 73 HOT MIX ASPHALT (TYPE A) TON 110.0000 447,700.00 780.000 85,800.00 74 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 5.0000 340.00 0.000 0.00 75 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 5.0000 8,800.00 0.000 0.00 76 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 5.0000 2,700.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LIQUID ASPHALT (PRIME COAT) TON 1,500.0000 21,000.00 0.000 0.00 78 TACK COAT TON 500.0000 13,500.00 0.000 0.00 79 36" DRILLED HOLE LF 500.0000 275,000.00 0.000 0.00 80 STEEL SOLDIER PILE (W 10 X 77) LF 108.0000 87,912.00 0.000 0.00 81 STEEL SOLDIER PILE (W 14 X 283) LF 360.0000 139,680.00 0.000 0.00 82 60" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 1,600.0000 128,000.00 40.000 64,000.00 S) 83 72" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 2,200.0000 176,000.00 42.000 92,400.00 S) 84 PRESTRESSING CAST-IN-PLACE CONCRETE LS 275,000.0000 275,000.00 0.200 55,000.00 0.300 82,500.00 S) 85 TIEBACK ANCHOR EA 6,500.0000 71,500.00 0.000 0.00 S) 86 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 600.0000 264,000.00 440.000 264,000.00 F) 87 STRUCTURAL CONCRETE, BRIDGE CY 1,200.0000 8,016,000.00 1,577.000 1,892,400.00 5,637.000 6,764,400.00 F) 88 SOFFIT OPENING HATCH EA 5,000.0000 20,000.00 0.000 0.00 89 STRUCTURAL CONCRETE, RETAINING WALL CY 600.0000 317,100.00 129.500 77,700.00 528.500 317,100.00 F) 90 STRUCTURAL CONCRETE, PIER COLUMN CY 600.0000 618,000.00 1,030.000 618,000.00 F) 91 STRUCTURAL CONCRETE, BARRIER SLAB CY 650.0000 46,800.00 0.000 0.00 F) 92 STRUCTURAL CONCRETE, APPROACH SLAB CY 800.0000 292,000.00 0.000 0.00 F) (TYPE N) 93 CLASS 3 CONCRETE (BACKFILL) CY 250.0000 31,250.00 0.000 0.00 F) 94 MINOR CONCRETE (MINOR STRUCTURE) CY 2,200.0000 138,160.00 20.700 45,540.00 F) 95 LIGHT SAND BLAST TEXTURE SQFT 1.0000 72,500.00 0.000 0.00 F) 96 ARCHITECTURAL SURFACE SQFT 70.0000 329,700.00 0.000 0.00 (TEXTURED SHOTCRETE) WALL NO. 1 & 3 97 ARCHITECTURAL SURFACE SQFT 70.0000 466,900.00 198.000 13,860.00 (TEXTURED SHOTCRETE) ON ROCK SCULPTING 98 ARCHITECTURAL SURFACE SQFT 4.0000 7,920.00 0.000 0.00 (LIGHT BLAST TEXTURE) WALL NO. 7 99 DRILL AND BOND DOWEL LF 50.0000 59,500.00 0.000 0.00 00 DRILL AND BOND DOWEL (CHEMICAL ADHESIVE) EA 100.0000 6,000.00 0.000 0.00 01 ROCK DOWEL LF 55.0000 60,500.00 2,556.000 140,580.00 02 ROCK BOLTS EA 700.0000 476,000.00 0.000 0.00 03 DRILL AND BOND DOWEL (ROCK) LF 100.0000 140,000.00 0.000 0.00 PROGRAM CAS145 PAGE 5 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 FURNISH POLYESTER CONCRETE OVERLAY CF 105.0000 263,550.00 0.000 0.00 05 PLACE POLYESTER CONCRETE OVERLAY SQFT 1.0000 40,030.00 0.000 0.00 F) 06 PTFE SPHERICAL BEARING EA 7,000.0000 112,000.00 13.000 91,000.00 S) 07 FURNISH SEISMIC ISOLATION BEARING EA 95,000.0000 190,000.00 2.000 190,000.00 08 INSTALL SEISMIC ISOLATION BEARING EA 20,000.0000 40,000.00 2.000 40,000.00 S) 09 MASONRY PARAPET ROCK WALL LF 700.0000 28,000.00 0.000 0.00 10 MASONRY AND ROCK PILASTER EA 1,400.0000 16,800.00 0.000 0.00 11 JOINT SEAL ASSEMBLY (MR 12") LF 1,500.0000 352,500.00 0.000 0.00 S) 12 BAR REINFORCING STEEL (BRIDGE) LB 1.3000 1,827,800.00 59,534.000 77,394.20 1,376,440.000 1,789,372.00 SF) 13 BAR REINFORCING STEEL (RETAINING WALL) LB 1.2000 110,472.00 43,060.000 51,672.00 SF) 14 BAR REINFORCING STEEL (EPOXY COATED) LB 1.3000 27,560.00 0.000 0.00 SF) 15 BAR REINFORCING STEEL (EPOXY COATED) LB 1.1500 787,750.00 182,130.000 209,449.50 326,375.000 375,331.25 SF)(BRIDGE) 16 SHOTCRETE CY 600.0000 316,800.00 0.000 0.00 F) 17 FURNISH LAMINATED PANEL SIGN (1"-TYPE B) SQFT 20.0000 800.00 0.000 0.00 18 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 1,200.00 0.000 0.00 (0.063"-UNFRAMED) 19 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,125.00 0.000 0.00 (0.063"-FRAMED) 20 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 15.0000 1,650.00 0.000 0.00 (0.080"-FRAMED) 21 ROADSIDE SIGN - ONE POST EA 450.0000 3,600.00 0.000 0.00 22 ROADSIDE SIGN - TWO POST EA 1,500.0000 7,500.00 0.000 0.00 23 TIMBER LAGGING MFBM 3,000.0000 30,000.00 0.000 0.00 SF) 24 CLEAN AND PAINT STEEL SOLDIER PILE LS 18,000.0000 18,000.00 0.000 0.00 S) 25 PREPARE AND STAIN DISTURBED SQFT 2.0000 24,400.00 0.000 0.00 S) ROCK SCULPTING 26 18" ALTERNATIVE PIPE CULVERT LF 200.0000 174,000.00 827.000 165,400.00 27 24" ALTERNATIVE PIPE CULVERT LF 300.0000 87,000.00 246.000 73,800.00 28 30" ALTERNATIVE PIPE CULVERT LF 340.0000 204,000.00 294.000 99,960.00 29 24" CORRUGATED STEEL PIPE (.079" THICK) LF 170.0000 193,800.00 231.000 39,270.00 30 30" CORRUGATED STEEL PIPE (.079" THICK) LF 310.0000 62,000.00 25.000 7,750.00 PROGRAM CAS145 PAGE 6 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 36" CORRUGATED STEEL PIPE INLET LF 670.0000 22,110.00 9.000 6,030.00 (.079" THICK) 32 6" WELDED STEEL PIPE (.134" THICK) LF 70.0000 12,600.00 0.000 0.00 33 24" ALTERNATIVE FLARED END SECTION EA 580.0000 3,480.00 0.000 0.00 34 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 200.0000 1,200.00 0.000 0.00 35 ROCK SLOPE PROTECTION (1T, METHOD B) CY 90.0000 28,800.00 0.000 0.00 36 MINOR CONCRETE (DITCH LINING) CY 750.0000 105,000.00 0.000 0.00 37 ROCK SLOPE PROTECTION FABRIC SQYD 5.0000 800.00 0.000 0.00 38 MINOR CONCRETE (CURB, SIDEWALK, CY 550.0000 38,500.00 0.000 0.00 CURB RAMP AND STAIRS) 39 MISCELLANEOUS IRON AND STEEL LB 5.0000 51,000.00 0.000 0.00 SF) 40 ISOLATION CASING LB 7.0000 50,190.00 7,170.000 50,190.00 SF) 41 MISCELLANEOUS METAL (BRIDGE) LB 7.0000 216,300.00 19,678.000 137,746.00 SF) 42 METAL FENCE LF 300.0000 36,000.00 0.000 0.00 S) 43 16' METAL GATE EA 7,000.0000 21,000.00 0.000 0.00 S) 44 SURVEY MONUMENT (TYPE D) EA 750.0000 9,000.00 0.000 0.00 45 DELINEATOR (CLASS 1) EA 100.0000 3,000.00 0.000 0.00 46 MILEPOST MARKER EA 100.0000 1,000.00 0.000 0.00 47 OBJECT MARKER EA 100.0000 400.00 0.000 0.00 48 METAL BEAM GUARD RAILING (STEEL POST) LF 30.0000 22,200.00 106.000 3,180.00 S) 49 TUBULAR HANDRAILING LF 150.0000 92,700.00 0.000 0.00 SF) 50 HANDRAILING LF 150.0000 15,000.00 0.000 0.00 SF) 51 TRANSITION RAILING (TYPE WB) EA 5,000.0000 15,000.00 0.000 0.00 S) 52 RETURN CAP EA 250.0000 1,500.00 0.000 0.00 S) 53 END ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 6,000.00 0.000 0.00 S) 54 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 4,000.0000 8,000.00 0.000 0.00 S) 55 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 9,000.00 1.000 3,000.00 S) 56 CRASH CUSHION (TYPE SHORTRACC) EA 20,000.0000 20,000.00 0.000 0.00 S) 57 CONCRETE BARRIER (TYPE 80) LF 250.0000 141,250.00 0.000 0.00 F) PROGRAM CAS145 PAGE 7 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE BARRIER (TYPE 80 SW MODIFIED) LF 250.0000 115,500.00 0.000 0.00 F) 59 CONCRETE BARRIER (TYPE 80A MODIFIED) LF 250.0000 123,750.00 0.000 0.00 F) 60 CONCRETE BARRIER (TYPE 80 MODIFIED) LF 250.0000 49,750.00 0.000 0.00 F) 61 CONCRETE BARRIER (TYPE 80SWA) LF 250.0000 40,000.00 0.000 0.00 62 THERMOPLASTIC PAVEMENT MARKING SQFT 5.0000 4,850.00 0.000 0.00 S) 63 THERMOPLASTIC TRAFFIC STRIPE LF 1.0000 11,100.00 0.000 0.00 S) (SPRAYABLE) 64 PAVEMENT MARKER EA 18.0000 4,680.00 0.000 0.00 S) (RETROREFLECTIVE-RECESSED) 65 SIGNAL AND LIGHTING LS 240,000.0000 240,000.00 0.000 0.00 S) 66 BRIDGE RAIL LIGHTING LS 100,000.0000 100,000.00 0.000 0.00 S) 67 ELECTRIC SERVICE (SEISMIC) LS 10,000.0000 10,000.00 0.000 0.00 S) 68 INSTALL SEISMIC MONITORING SYSTEM LS 120,000.0000 120,000.00 0.000 0.00 S) PROGRAM CAS145 PAGE 8 DATE 09/23/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-227004 TIME 01:03 PM ESTIMATE NO. 20 BID OPENING 11/20/08 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 09/16/10 R.E. NAME: PAIBUL, SENI DATE OF THIS ESTIMATE 09/23/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 2,577,830.70 19,685,735.25 ADJUSTMENT OF COMPENSATION 7,623.60 11,183.81 EXTRA WORK 44,942.50 407,579.87 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,630,396.80 20,104,498.93 69 MOBILIZATION LS 3000,000.0000 3,000,000.00 1.000 3,000,000.00 ORIGINAL CONTRACT AMOUNT 32,893,779.00 TOTAL WORK COMPLETED 2,630,396.80 23,104,498.93 MATERIALS ON HAND ON SITE 314,677.57 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 2,630,396.80 23,419,176.50 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 12/19/08 640 01/26/09 01/05/09 04/01/11 256 169 0 0 69% 66% PROGRESS IS SATISFACTORY PAIBUL, SENI RESIDENT ENGINEER PROGRAM CAS145 PAGE 9 DATE 09/23/10