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 03/11/11 EST. NO.14 TIME 10:08 AM R.E. NAME: MAHALLATI, SHAMS 04-4A1404 --------------------------------------------------------------------------- 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 0127 6,053.82 E.W. @ F.A.(+) 102110 N 0325.0 0128 2,598.61 122910 N 0394.0 0129 614.65 010311 N 0395.0 0130 189.13 010411 N 0396.0 0131 2,007.85 011411 N 0397.0 0132 1,466.69 090510 N 0398.0 0133 357.53 110810 N 0399.0 0134 607.21 022211 N 0400.0 0135 5,724.27 020311 N 403.20 006 0039 645.26 E.W. @ F.A.(+) 090910 N 0169.1 0040 560.76 093010 N 0240.1 008 0018 60,644.08 A.C. @ L.S.(+) 020111 N 020111 011 0008 1,210.28 E.W. @ F.A.(+) 071510 N 0104.0 0009 2,942.36 111510 N 0362.1 0010 102,786.48 A.C. @ L.S.(+) 020111 N 020211 012 0011 38,288.89 E.W. @ L.S.(+) 031011 N 5310 0 013 0006 1,233.47 E.W. @ F.A.(+) 090910 N 0185.0 0007 390.39 091010 N 0187.0 0008 849.27 091010 N 0188.0 0009 1,929.71 092310 N 0218.0 0011 403.38 093010 N 0229.0 0013 443.42 090310 N 0338.0 0033 2,631.49 110910 N 0386.0 0034 1,088.69 120110 N 0380.1 0034-1 -1,088.69 120110 N 0380.1 DAO CORRECTING ENTRY 0035 1,902.97 090810 N 208.10 0037 1,088.69 120110 N 380.20 0038 2,879.46 013111 N 0401.0 0039 2,982.68 020211 N 0402.0 0040 625.79 020411 N 0404.0 0041 1,450.74 020711 N 0405.0 0042 4,352.73 020811 N 0406.0 014 0003 2,545.72 E.W. @ L.S.(+) 100710 N 0234.0 0004 765.00 A.C. @ L.S.(+) 100710 N 0236.0 018 0001 14,491.40 E.W. @ L.S.(+) 020111 N 020311 019 0001 -61,094.22 A.C. @ L.S.(-) 012711 N 392 0 021 0001 19,574.55 A.C. @ L.S.(+) 030110 N 031111 226,144.51 TOTAL THIS ESTIMATE 268,301.89 TOTAL PREVIOUS ESTIMATE 494,446.40 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 03/11/11 EST. NO.14 TIME 10:08 AM R.E. NAME: MAHALLATI, SHAMS 04-4A1404 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 LOCATION RERUN PROGRESS ESTIMATE AFTER ACCEPTANCE 04-MRN-580-3.0/5.0 ---------------------------------------- 04-MRN-101-9.8/10.8 GHILOTTI CONSTRUCTION CO INC IN MARIN COUNTY IN SAN RAFAEL ON ROUTE 580 AND ON ROUTE 101 FED. AID NO. N O N E MODIFY INTERCHANGE ------------------------------------------------------------------------------------------------------------------------------------ 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 4,000.0000 4,000.00 1.000 4,000.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 03 TIME-RELATED OVERHEAD LS 100,000.0000 100,000.00 1.000 100,000.00 04 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 4,440.00 420.000 2,520.00 05 TEMPORARY SHORING SQFT 1.0000 1,350.00 675.000 675.00 06 12" TEMPORARY CULVERT LF 65.0000 13,000.00 0.000 0.00 07 CONSTRUCTION SITE MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 08 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 1.000 1,500.00 PREVENTION PLAN 09 TEMPORARY SILT FENCE LF 4.0000 6,400.00 2,148.000 8,592.00 10 TEMPORARY CONCRETE WASHOUT FACILITY EA 1,000.0000 7,000.00 7.000 7,000.00 11 TEMPORARY CONSTRUCTION ENTRANCE EA 1,500.0000 10,500.00 7.000 10,500.00 12 TEMPORARY COVER SQYD 10.0000 3,800.00 18,271.930 182,719.30 13 TEMPORARY CHECK DAM LF 5.0000 1,500.00 99.000 495.00 14 TEMPORARY DRAINAGE INLET PROTECTION EA 100.0000 5,100.00 63.000 6,300.00 15 TEMPORARY HYDRAULIC MULCH SQYD 1.0000 9,850.00 0.000 0.00 (BONDED FIBER MATRIX) 16 CONSTRUCTION AREA SIGNS LS 12,000.0000 12,000.00 1.000 12,000.00 17 TRAFFIC CONTROL SYSTEM LS 106,000.0000 106,000.00 1.000 106,000.00 18 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.0000 600.00 751.000 1,502.00 19 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2000 7,240.00 36,392.000 7,278.40 20 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,850.00 104.000 3,640.00 21 TRAFFIC PLASTIC DRUM EA 50.0000 5,500.00 55.000 2,750.00 22 TEMPORARY PAVEMENT MARKER EA 1.0000 510.00 877.000 877.00 PROGRAM CAS145 PAGE 2 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TERMINAL SECTION (TYPE K) EA 1,000.0000 1,000.00 0.000 0.00 24 PORTABLE CHANGEABLE MESSAGE SIGN LS 24,000.0000 24,000.00 1.000 24,000.00 25 TEMPORARY RAILING (TYPE K) LF 8.0000 107,200.00 13,960.000 111,680.00 26 TEMPORARY CRASH CUSHION MODULE EA 180.0000 27,000.00 147.000 26,460.00 27 TEMPORARY TRAFFIC SCREEN LF 3.0000 2,550.00 880.000 2,640.00 28 REMOVE CHAIN LINK FENCE LF 4.0000 4,200.00 1,283.000 5,132.00 29 REMOVE METAL BEAM GUARD RAILING LF 15.0000 4,800.00 383.900 5,758.50 30 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 1.8000 19,260.00 4,286.000 7,714.80 STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 13,560.00 4,683.500 5,620.20 16,570.500 19,884.60 32 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,820.00 771.000 2,313.00 33 REMOVE PAVEMENT MARKER EA 1.0000 1,030.00 1,373.000 1,373.00 34 REMOVE ROADSIDE SIGN EA 80.0000 1,760.00 24.000 1,920.00 35 REMOVE ROADSIDE SIGN PANEL EA 80.0000 240.00 5.000 400.00 36 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 37 REMOVE CULVERT LF 6.0000 6,300.00 1,050.000 6,300.00 38 REMOVE INLET EA 750.0000 13,500.00 17.000 12,750.00 39 REMOVE HEADWALL LF 50.0000 800.00 16.000 800.00 40 REMOVE MANHOLE EA 750.0000 1,500.00 2.000 1,500.00 41 REMOVE RETAINING WALL LS 18,000.0000 18,000.00 1.000 18,000.00 42 REMOVE ASPHALT CONCRETE SURFACING SQFT 1.0000 4,540.00 4,572.000 4,572.00 43 RECONSTRUCT CHAIN LINK FENCE LF 15.0000 21,000.00 120.000 1,800.00 44 RELOCATE ROADSIDE SIGN EA 200.0000 2,400.00 12.000 2,400.00 45 RELOCATE SIGN PANEL EA 150.0000 1,650.00 9.000 1,350.00 46 ADJUST INLET EA 1,300.0000 3,900.00 3.000 3,900.00 47 ADJUST UTILITY COVER TO GRADE EA 400.0000 18,000.00 63.000 25,200.00 48 MODIFY INLET EA 1,300.0000 1,300.00 1.000 1,300.00 49 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 2.5000 34,250.00 14,739.510 36,848.78 PROGRAM CAS145 PAGE 3 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 REMOVE CONCRETE CURB LF 8.0000 5,680.00 855.000 6,840.00 51 REMOVE CONCRETE (CURB AND GUTTER) LF 6.0000 17,040.00 3,057.000 18,342.00 52 REMOVE CONCRETE SIDEWALK CY 160.0000 35,200.00 248.350 39,736.00 53 REMOVE CONCRETE BARRIER LF 14.0000 15,680.00 1,060.000 14,840.00 54 REMOVE CONCRETE ISLAND (PORTIONS) CY 215.0000 8,815.00 83.870 18,032.05 55 REMOVE CONCRETE (MISCELLANEOUS) LF 17.0000 5,780.00 340.000 5,780.00 56 CAP INLET EA 750.0000 6,000.00 9.000 6,750.00 57 REMOVE CRASH CUSHION EA 40.0000 600.00 15.000 600.00 58 BRIDGE REMOVAL LS 85,000.0000 85,000.00 1.000 85,000.00 59 CLEARING AND GRUBBING LS 15,000.0000 15,000.00 1.000 15,000.00 60 REMOVE TREE EA 400.0000 15,200.00 40.000 16,000.00 61 ROADWAY EXCAVATION CY 35.0000 269,150.00 524.110 18,343.85 9,598.810 335,958.35 62 ROADWAY EXCAVATION (TYPE Z-2) CY 110.0000 123,200.00 1,554.040 170,944.40 (AERIALLY DEPOSITED LEAD) 63 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 1.000 5,000.00 64 ASBESTOS COMPLIANCE PLAN LS 2,500.0000 2,500.00 1.000 2,500.00 65 STRUCTURE EXCAVATION CY 31.0000 3,255.00 105.000 3,255.00 F) 66 STRUCTURE EXCAVATION (BRIDGE) CY 80.0000 44,800.00 695.000 55,600.00 F) 67 STRUCTURE EXCAVATION (RETAINING WALL) CY 33.0000 78,705.00 2,385.000 78,705.00 F) 68 STRUCTURE EXCAVATION (TIEBACK WALL) CY 130.0000 16,250.00 125.000 16,250.00 F) 69 STRUCTURE EXCAVATION (TYPE Z-2) CY 110.0000 63,140.00 494.070 54,347.70 F) (AERIALLY DEPOSITED LEAD) 70 SAND BEDDING CY 45.0000 16,200.00 423.850 19,073.25 71 STRUCTURE BACKFILL CY 110.0000 7,040.00 64.000 7,040.00 F) 72 STRUCTURE BACKFILL (BRIDGE) CY 165.0000 26,400.00 295.000 48,675.00 F) 73 STRUCTURE BACKFILL (RETAINING WALL) CY 48.0000 100,560.00 2,095.000 100,560.00 F) 74 STRUCTURE BACKFILL (TIEBACK WALL) CY 80.0000 2,640.00 33.000 2,640.00 F) 75 DITCH EXCAVATION CY 28.0000 9,240.00 802.100 22,458.80 76 DECOMPOSED GRANITE SQYD 40.0000 12,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 LIGHTWEIGHT FILL (EPS BLOCK) CY 65.0000 558,350.00 9,731.990 632,579.35 78 GEOMEMBRANE (TYPE A - GASOLINE SQYD 13.0000 94,120.00 14,623.580 190,106.54 RESISTANT) 79 ROCK BLANKET SQYD 100.0000 19,000.00 190.000 19,000.00 80 EROSION CONTROL (TYPE D) SQYD 1.0000 6,150.00 12,213.660 12,213.66 81 EROSION CONTROL (NETTING) SQYD 6.0000 4,440.00 9,270.880 55,625.28 82 FIBER ROLLS LF 2.0000 9,320.00 6,704.000 13,408.00 83 BIOFILTRATION SWALES SQYD 15.0000 5,250.00 350.000 5,250.00 84 BIOFILTRATION STRIP SQYD 2.0000 3,780.00 0.000 0.00 85 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 1.000 35,000.00 86 8" CORRUGATED HIGH DENSITY LF 20.0000 6,620.00 331.000 6,620.00 F) POLYETHYLENE PIPE CONDUIT 87 CLASS 4 AGGREGATE SUBBASE CY 20.0000 62,600.00 3,056.460 61,129.20 88 CLASS 3 AGGREGATE BASE CY 50.0000 67,500.00 1,280.180 64,009.00 89 ASPHALTIC EMULSION (CURING SEAL) TON 600.0000 3,600.00 1.000 600.00 90 LEAN CONCRETE BASE CY 135.0000 171,450.00 1,273.800 171,963.00 91 ASPHALT TREATED PERMEABLE BASE CY 135.0000 74,250.00 601.650 81,222.75 92 HOT MIX ASPHALT (TYPE A) TON 78.0000 1,053,000.00 14,186.305 1,106,531.79 93 PLACE HOT MIX ASPHALT DIKE (TYPE A) LF 6.0000 60.00 0.000 0.00 94 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 6.0000 1,380.00 75.000 450.00 95 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 3,060.00 695.000 4,170.00 96 PLACE HOT MIX ASPHALT SQYD 100.0000 1,000.00 122.470 12,247.00 (MISCELLANEOUS AREA) 97 PORTLAND CEMENT CONCRETE BASE CY 170.0000 198,900.00 1,241.050 210,978.50 98 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 28,000.00 280.000 28,000.00 (GUARD RAILING) 99 FURNISH PILING (CLASS 90) LF 35.0000 29,750.00 850.000 29,750.00 00 DRIVE PILE (CLASS 90) EA 1,100.0000 16,500.00 15.000 16,500.00 01 FURNISH PILING (CLASS 90) LF 32.0000 623,040.00 20,011.000 640,352.00 (ALTERNATIVE V) 02 DRIVE PILE (CLASS 90) EA 1,850.0000 466,200.00 259.000 479,150.00 (ALTERNATIVE V) 03 TIEBACK ANCHOR EA 4,300.0000 38,700.00 9.000 38,700.00 PROGRAM CAS145 PAGE 5 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 345.0000 6,900.00 20.000 6,900.00 F) 05 STRUCTURAL CONCRETE, BRIDGE CY 500.0000 195,000.00 390.000 195,000.00 F) 06 STRUCTURAL CONCRETE (OVERHEAD SIGN CY 225.0000 11,475.00 51.000 11,475.00 F) FOUNDATION) 07 STRUCTURAL CONCRETE, RETAINING WALL CY 550.0000 691,350.00 1,257.000 691,350.00 F) 08 STRUCTURAL CONCRETE (TIEBACK WALL) CY 390.0000 24,180.00 62.000 24,180.00 F) 09 STRUCTURAL CONCRETE, APPROACH SLAB CY 380.0000 61,940.00 163.000 61,940.00 F) (TYPE N) 10 MINOR CONCRETE (MINOR STRUCTURE) CY 900.0000 78,300.00 87.000 78,300.00 F) 11 MINOR CONCRETE (BACKFILL) CY 115.0000 13,800.00 119.300 13,719.50 12 ANTI-GRAFFITI COATING SQFT 1.0000 11,756.00 18,116.000 18,116.00 F) 13 FRACTURED RIB TEXTURE SQFT 6.0000 63,030.00 10,505.000 63,030.00 F) 14 FURNISH PRECAST PRESTRESSED CONCRETE EA 24,000.0000 120,000.00 5.000 120,000.00 BULB-TEE GIRDER (110'-120') 15 ERECT PRECAST PRESTRESSED CONCRETE EA 4,300.0000 21,500.00 5.000 21,500.00 GIRDER 16 BAR REINFORCING STEEL LB 0.7500 6,202.50 8,270.000 6,202.50 F) 17 BAR REINFORCING STEEL (BRIDGE) LB 0.6500 68,575.00 105,500.000 68,575.00 F) 18 BAR REINFORCING STEEL (RETAINING WALL) LB 0.6500 112,450.00 173,000.000 112,450.00 F) 19 BAR REINFORCEMENT STEEL (TIEBACK WALL) LB 0.6500 19,370.00 29,800.000 19,370.00 F) 20 BAR REINFORCING STEEL (OVERHEAD SIGN LB 0.6500 7,995.00 12,300.000 7,995.00 FOUNDATION) 21 BAR REINFORCING STEEL (CAST IN DRILLED LB 0.8000 4,072.00 5,090.000 4,072.00 HOLE PILING) 22 BAR REINFORCING STEEL (RETAINING WALL LB 0.8000 13,744.00 17,180.000 13,744.00 F) TYPE 1) 23 WELDED WIRE FABRIC (6X6 W2.1 X W2.1) SQYD 4.0000 22,480.00 5,620.020 22,480.08 24 SHOTCRETE CY 805.0000 30,590.00 38.000 30,590.00 F) 25 FURNISH SIGN STRUCTURE (TRUSS) LB 5.5000 94,765.00 17,230.000 94,765.00 F) 26 INSTALL SIGN STRUCTURE (TRUSS) LB 0.2000 8,040.00 40,200.000 8,040.00 F) 27 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED LB 12.0000 4,680.00 390.000 4,680.00 WITHOUT WALKWAY) 28 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 8.0000 3,120.00 390.000 3,120.00 WITHOUT WALKWAY) 29 FURNISH FORMED PANEL SIGN (OVERHEAD) SQFT 11.0000 6,820.00 220.000 2,420.00 30 FURNISH LAMINATED PANEL SIGN (1"-TYPE A) SQFT 19.0000 1,140.00 60.000 1,140.00 PROGRAM CAS145 PAGE 6 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 1,280.00 160.000 1,280.00 (0.063"-UNFRAMED) 32 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 496.00 114.000 912.00 (0.080"-UNFRAMED) 33 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 540.00 60.000 540.00 (0.063"-FRAMED) 34 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 670.00 67.000 670.00 (0.080"-FRAMED) 35 METAL (RAIL MOUNTED SIGN) LB 9.0000 3,240.00 360.000 3,240.00 F) 36 ROADSIDE SIGN - ONE POST EA 160.0000 2,720.00 17.000 2,720.00 37 ROADSIDE SIGN - TWO POST EA 300.0000 900.00 3.000 900.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 640.00 8.000 640.00 METHOD) 39 12" ALTERNATIVE PIPE CULVERT LF 50.0000 15,500.00 310.000 15,500.00 40 18" ALTERNATIVE PIPE CULVERT LF 52.0000 104,000.00 2,000.000 104,000.00 41 18" ALTERNATIVE PIPE CULVERT (TYPE A) LF 52.0000 21,320.00 408.200 21,226.40 42 21" ALTERNATIVE PIPE CULVERT LF 70.0000 4,410.00 63.000 4,410.00 43 24" ALTERNATIVE PIPE CULVERT LF 75.0000 8,250.00 107.000 8,025.00 44 3" PLASTIC PIPE (PVC) LF 25.0000 2,500.00 53.000 1,325.00 45 6" PERFORATED PLASTIC PIPE UNDERDRAIN LF 10.0000 7,300.00 730.000 7,300.00 46 6" PLASTIC PIPE (PVC) LF 45.0000 9,450.00 210.000 9,450.00 47 12" PLASTIC PIPE (PVC) LF 70.0000 3,780.00 54.000 3,780.00 48 DRAINAGE INLET MARKER EA 70.0000 770.00 11.000 770.00 49 GRATED LINE DRAIN LF 75.0000 12,750.00 170.000 12,750.00 50 12" ALTERNATIVE FLARED END SECTION EA 250.0000 250.00 1.000 250.00 51 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 200.0000 2,000.00 10.000 2,000.00 52 SLOPE PAVING (CONCRETE) CY 500.0000 7,500.00 0.000 0.00 F) 53 MINOR CONCRETE (DITCH LINING) CY 305.0000 26,535.00 87.000 26,535.00 54 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 630.00 210.000 630.00 55 MINOR CONCRETE (CURB) CY 330.0000 66,000.00 200.000 66,000.00 56 MINOR CONCRETE (MISCELLANEOUS CY 350.0000 63,000.00 180.000 63,000.00 CONSTRUCTION) 57 MINOR CONCRETE (ISLAND PAVING) CY 300.0000 1,800.00 6.000 1,800.00 PROGRAM CAS145 PAGE 7 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 MINOR CONCRETE (SIDEWALK) CY 350.0000 94,500.00 368.310 128,908.50 59 MINOR CONCRETE (TEXTURED PAVING) CY 560.0000 27,440.00 49.000 27,440.00 60 MINOR CONCRETE (CURB RAMP) CY 670.0000 19,430.00 35.430 23,738.10 61 MISCELLANEOUS IRON AND STEEL LB 1.3000 26,648.70 20,499.000 26,648.70 F) 62 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 15,150.00 91.000 1,365.00 63 4' CHAIN LINK GATE (TYPE CL-6) EA 1,000.0000 1,000.00 0.000 0.00 64 8' CHAIN LINK GATE (TYPE CL-6) EA 1,500.0000 4,500.00 1.000 1,500.00 65 OBJECT MARKER EA 40.0000 80.00 2.000 80.00 66 METAL BEAM GUARD RAILING LF 19.0000 40,850.00 2,024.500 38,465.50 67 METAL BEAM GUARD RAILING (STEEL POST) LF 60.0000 18,000.00 300.000 18,000.00 68 VEGETATION CONTROL (ASPHALT COMPOSITE) SQYD 45.0000 33,750.00 0.000 0.00 69 CHAIN LINK RAILING (TYPE 7 MODIFIED) LF 80.0000 8,400.00 105.000 8,400.00 F) 70 TRANSITION RAILING (TYPE WB) EA 3,000.0000 3,000.00 1.000 3,000.00 71 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 1,000.0000 1,000.00 3.000 3,000.00 72 END CAP (TYPE A) EA 100.0000 100.00 1.000 100.00 73 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,000.0000 2,000.00 1.000 2,000.00 74 CRASH CUSHION (TYPE CAT) EA 5,500.0000 5,500.00 1.000 5,500.00 75 CONCRETE BARRIER (TYPE 60C) LF 80.0000 92,000.00 1,150.000 92,000.00 76 CONCRETE BARRIER (TYPE 60D MOD) LF 125.0000 52,500.00 420.000 52,500.00 77 CONCRETE BARRIER (TYPE 736) LF 52.0000 17,108.00 329.000 17,108.00 F) 78 CONCRETE BARRIER (TYPE 736A) LF 55.0000 75,405.00 1,371.000 75,405.00 F) 79 CONCRETE BARRIER (TYPE 736B) LF 110.0000 46,200.00 400.000 44,000.00 80 4" THERMOPLASTIC TRAFFIC STRIPE LF 0.4000 9,760.00 24,459.000 9,783.60 81 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 405.00 919.000 413.55 82 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,670.00 3,207.000 1,603.50 83 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 450.00 900.000 450.00 (BROKEN 12-3) 84 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 11,280.00 4,337.790 13,013.37 PROGRAM CAS145 PAGE 8 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 1,030.00 1,181.000 1,181.00 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 1,180.00 1,024.000 2,048.00 87 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 1.000 1,000.00 SYSTEM ELEMENTS DURING CONSTRUCTION 88 SIGNAL AND LIGHTING (LOCATION 1) LS 72,000.0000 72,000.00 1.000 72,000.00 89 SIGNAL AND LIGHTING (LOCATION 2) (CITY) LS 100,000.0000 100,000.00 1.000 100,000.00 90 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 50,000.0000 50,000.00 1.000 50,000.00 91 LIGHTING (CITY STREET) LS 72,000.0000 72,000.00 1.000 72,000.00 92 LIGHTING AND SIGN ILLUMINATION (STAGE LS 91,000.0000 91,000.00 1.000 91,000.00 CONSTRUCTION) 93 LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 1.000 80,000.00 94 COMMUNICATION CONDUIT (BRIDGE) LS 15,000.0000 15,000.00 1.000 15,000.00 F) 95 TRAFFIC OPERATIONS SYSTEM LS 100,000.0000 100,000.00 0.020 2,000.00 1.000 100,000.00 96 INTEGRATED CAMERA UNIT EA 9,000.0000 9,000.00 1.000 9,000.00 97 CAMERA CONTROL UNIT (CCU) EA 6,000.0000 6,000.00 1.000 6,000.00 98 VIDEO ENCODER UNIT (VEU) EA 12,000.0000 12,000.00 1.000 12,000.00 99 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 4,000.00 1.000 2,000.00 WIRELESS MODEL ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 03/11/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:08 AM ESTIMATE NO. 14 BID OPENING 09/30/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/09/11 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 03/11/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 25,964.05 9,128,288.30 ADJUSTMENT OF COMPENSATION 122,675.89 135,505.46 EXTRA WORK 103,468.62 358,940.94 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 252,108.56 9,622,734.70 00 MOBILIZATION LS 837,000.0000 837,000.00 1.000 837,000.00 ORIGINAL CONTRACT AMOUNT 9,350,537.20 TOTAL WORK COMPLETED 252,108.56 10,459,734.70 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 252,108.56 10,459,734.70 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 11/24/09 128 12/09/09 12/09/09 02/09/11 128 157 6 0 100% 100% MAHALLATI, SHAMS RESIDENT ENGINEER PROGRAM CAS145 DATE 03/11/11