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 10/27/10 EST. NO.10 TIME 10:14 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 0051 2,705.23 E.W. @ F.A.(+) 071610 N FWS1 0 0066 238.36 082310 N 0145.0 0067 266.77 082410 N 0146.0 0069 153.85 082510 N 0149.0 0070 178.77 082610 N 0150.0 0071 277.35 083110 N 0151.0 0074 284.10 090210 N 0156.0 0081 244.04 090110 N 0171.0 0082 721.32 090310 N 0175.0 0085 1,745.09 090710 N 0181.0 0086 466.20 090810 N 0183.0 0087 266.77 090910 N 0184.0 0088 587.60 082310 N 0144.1 0089 599.38 090210 N 0154.1 0090 561.44 091410 N 0209.0 0091 515.70 091510 N 0210.0 0092 258.36 091610 N 0212.0 0096 685.84 092110 N 0219.0 0100 278.02 092810 N 0225.0 0103 119.18 100410 N 0232.0 0104 341.15 061510 N 0246.0 005 0007 849.87 E.W. @ F.A.(+) 091710 N 0214.0 0008 5,088.77 092110 N 0242.0 006 0017 2,190.33 E.W. @ F.A.(+) 090210 N 0157.0 0022 637.40 092210 N 0190.0 0027 1,206.10 092810 N 0224.0 0028 175.73 092810 N 0226.0 0030 1,281.82 092910 N 0239.0 0033 29.52 072110 N 0248.0 0034 177.14 072210 N 0249.0 0035 236.19 072310 N 0250.0 009 0004 1,624.23 E.W. @ F.A.(+) 082610 N 0159.0 010 0003 5,854.81 E.W. @ F.A.(+) 082710 N 0161.0 0004 2,631.92 083010 N 0162.0 0005 3,906.25 A.C. @ L.S.(+) 100710 N 0235.0 37,384.60 TOTAL THIS ESTIMATE 121,971.95 TOTAL PREVIOUS ESTIMATE 159,356.55 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 10/27/10 EST. NO.10 TIME 10:14 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 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 LOCATION RERUN PROGRESS ESTIMATE 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 0.100 400.00 0.949 3,796.00 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 0.170 17,000.00 0.981 98,100.00 04 TEMPORARY FENCE (TYPE CL-6) LF 6.0000 4,440.00 300.000 1,800.00 05 TEMPORARY SHORING SQFT 1.0000 1,350.00 0.000 0.00 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 0.100 100.00 0.953 953.00 08 PREPARE STORM WATER POLLUTION LS 1,500.0000 1,500.00 0.020 30.00 1.000 1,500.00 PREVENTION PLAN 09 TEMPORARY SILT FENCE LF 4.0000 6,400.00 63.000 252.00 2,048.000 8,192.00 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 1.000 1,500.00 6.000 9,000.00 12 TEMPORARY COVER SQYD 10.0000 3,800.00 4,368.450 43,684.50 16,885.930 168,859.30 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 22.000 2,200.00 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 0.670 8,040.00 17 TRAFFIC CONTROL SYSTEM LS 106,000.0000 106,000.00 0.120 12,720.00 0.950 100,700.00 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 7,022.000 1,404.40 36,392.000 7,278.40 20 CHANNELIZER (SURFACE MOUNTED) EA 35.0000 3,850.00 15.000 525.00 104.000 3,640.00 21 TRAFFIC PLASTIC DRUM EA 50.0000 5,500.00 0.000 0.00 22 TEMPORARY PAVEMENT MARKER EA 1.0000 510.00 339.000 339.00 877.000 877.00 PROGRAM CAS145 PAGE 2 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.270 6,480.00 0.950 22,800.00 25 TEMPORARY RAILING (TYPE K) LF 8.0000 107,200.00 2,280.000 18,240.00 13,960.000 111,680.00 26 TEMPORARY CRASH CUSHION MODULE EA 180.0000 27,000.00 11.000 1,980.00 147.000 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 1,256.000 2,260.80 4,286.000 7,714.80 STRIPE 31 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 1.2000 13,560.00 6,352.000 7,622.40 11,887.000 14,264.40 32 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 2,820.00 150.000 450.00 33 REMOVE PAVEMENT MARKER EA 1.0000 1,030.00 322.000 322.00 867.000 867.00 34 REMOVE ROADSIDE SIGN EA 80.0000 1,760.00 13.000 1,040.00 35 REMOVE ROADSIDE SIGN PANEL EA 80.0000 240.00 0.000 0.00 36 REMOVE SIGN STRUCTURE EA 5,000.0000 5,000.00 1.000 5,000.00 37 REMOVE CULVERT LF 6.0000 6,300.00 895.000 5,370.00 1,050.000 6,300.00 38 REMOVE INLET EA 750.0000 13,500.00 16.000 12,000.00 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 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 0.000 0.00 43 RECONSTRUCT CHAIN LINK FENCE LF 15.0000 21,000.00 0.000 0.00 44 RELOCATE ROADSIDE SIGN EA 200.0000 2,400.00 3.000 600.00 45 RELOCATE SIGN PANEL EA 150.0000 1,650.00 0.000 0.00 46 ADJUST INLET EA 1,300.0000 3,900.00 0.000 0.00 47 ADJUST UTILITY COVER TO GRADE EA 400.0000 18,000.00 12.000 4,800.00 12.000 4,800.00 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 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,125.000 12,750.00 2,969.000 17,814.00 52 REMOVE CONCRETE SIDEWALK CY 160.0000 35,200.00 211.690 33,870.40 232.790 37,246.40 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 3.000 2,250.00 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 34.000 13,600.00 61 ROADWAY EXCAVATION CY 35.0000 269,150.00 1,121.370 39,247.95 8,865.830 310,304.05 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 16,200.00 116.900 5,260.50 423.850 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 33.000 2,640.00 F) 75 DITCH EXCAVATION CY 28.0000 9,240.00 600.000 16,800.00 802.100 22,458.80 76 DECOMPOSED GRANITE SQYD 40.0000 12,400.00 0.000 0.00 PROGRAM CAS145 PAGE 4 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 2,802.940 182,191.10 9,731.990 632,579.35 78 GEOMEMBRANE (TYPE A - GASOLINE SQYD 13.0000 94,120.00 4,899.280 63,690.64 14,623.580 190,106.54 RESISTANT) 79 ROCK BLANKET SQYD 100.0000 19,000.00 190.000 19,000.00 190.000 19,000.00 80 EROSION CONTROL (TYPE D) SQYD 1.0000 6,150.00 4,924.000 4,924.00 8,685.660 8,685.66 81 EROSION CONTROL (NETTING) SQYD 6.0000 4,440.00 4,924.000 29,544.00 6,850.880 41,105.28 82 FIBER ROLLS LF 2.0000 9,320.00 2,225.000 4,450.00 5,204.000 10,408.00 83 BIOFILTRATION SWALES SQYD 15.0000 5,250.00 0.000 0.00 84 BIOFILTRATION STRIP SQYD 2.0000 3,780.00 0.000 0.00 85 IRRIGATION SYSTEM LS 35,000.0000 35,000.00 0.500 17,500.00 0.500 17,500.00 86 8" CORRUGATED HIGH DENSITY LF 20.0000 6,620.00 274.000 5,480.00 331.000 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 67,500.00 193.070 9,653.50 802.600 40,130.00 89 ASPHALTIC EMULSION (CURING SEAL) TON 600.0000 3,600.00 0.310 186.00 0.960 576.00 90 LEAN CONCRETE BASE CY 135.0000 171,450.00 122.870 16,587.45 1,273.800 171,963.00 91 ASPHALT TREATED PERMEABLE BASE CY 135.0000 74,250.00 268.700 36,274.50 92 HOT MIX ASPHALT (TYPE A) TON 78.0000 1,053,000.00 112.890 8,805.42 7,282.050 567,999.90 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 0.000 0.00 95 PLACE HOT MIX ASPHALT DIKE (TYPE E) LF 6.0000 3,060.00 0.000 0.00 96 PLACE HOT MIX ASPHALT SQYD 100.0000 1,000.00 20.010 2,001.00 (MISCELLANEOUS AREA) 97 PORTLAND CEMENT CONCRETE BASE CY 170.0000 198,900.00 546.750 92,947.50 1,241.050 210,978.50 98 24" CAST-IN-DRILLED-HOLE CONCRETE PILING LF 100.0000 28,000.00 186.000 18,600.00 (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 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 36.520 32,868.00 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 8,572.000 8,572.00 8,572.000 8,572.00 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 1,175.800 4,703.20 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 4,680.00 390.000 4,680.00 WITHOUT WALKWAY) 28 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED LB 8.0000 3,120.00 390.000 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 60.000 1,140.00 PROGRAM CAS145 PAGE 6 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 23.110 184.88 23.110 184.88 (0.063"-UNFRAMED) 32 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 8.0000 496.00 36.000 288.00 36.000 288.00 (0.080"-UNFRAMED) 33 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 9.0000 540.00 22.000 198.00 22.000 198.00 (0.063"-FRAMED) 34 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 10.0000 670.00 0.000 0.00 (0.080"-FRAMED) 35 METAL (RAIL MOUNTED SIGN) LB 9.0000 3,240.00 0.000 0.00 F) 36 ROADSIDE SIGN - ONE POST EA 160.0000 2,720.00 2.000 320.00 2.000 320.00 37 ROADSIDE SIGN - TWO POST EA 300.0000 900.00 1.000 300.00 1.000 300.00 38 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 80.0000 640.00 1.000 80.00 1.000 80.00 METHOD) 39 12" ALTERNATIVE PIPE CULVERT LF 50.0000 15,500.00 166.000 8,300.00 310.000 15,500.00 40 18" ALTERNATIVE PIPE CULVERT LF 52.0000 104,000.00 744.000 38,688.00 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 7,300.00 730.000 7,300.00 46 6" PLASTIC PIPE (PVC) LF 45.0000 9,450.00 42.000 1,890.00 210.000 9,450.00 47 12" PLASTIC PIPE (PVC) LF 70.0000 3,780.00 49.000 3,430.00 54.000 3,780.00 48 DRAINAGE INLET MARKER EA 70.0000 770.00 0.000 0.00 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 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 85.100 25,955.50 54 ROCK SLOPE PROTECTION FABRIC SQYD 3.0000 630.00 210.000 630.00 210.000 630.00 55 MINOR CONCRETE (CURB) CY 330.0000 66,000.00 72.800 24,024.00 185.000 61,050.00 56 MINOR CONCRETE (MISCELLANEOUS CY 350.0000 63,000.00 8.050 2,817.50 CONSTRUCTION) 57 MINOR CONCRETE (ISLAND PAVING) CY 300.0000 1,800.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 69.000 24,150.00 69.000 24,150.00 59 MINOR CONCRETE (TEXTURED PAVING) CY 560.0000 27,440.00 26.000 14,560.00 26.000 14,560.00 60 MINOR CONCRETE (CURB RAMP) CY 670.0000 19,430.00 11.000 7,370.00 12.000 8,040.00 61 MISCELLANEOUS IRON AND STEEL LB 1.3000 26,648.70 2,553.000 3,318.90 20,499.000 26,648.70 F) 62 CHAIN LINK FENCE (TYPE CL-6) LF 15.0000 15,150.00 0.000 0.00 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 0.000 0.00 65 OBJECT MARKER EA 40.0000 80.00 0.000 0.00 66 METAL BEAM GUARD RAILING LF 19.0000 40,850.00 1,650.000 31,350.00 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 0.000 0.00 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 1.000 1,000.00 72 END CAP (TYPE A) EA 100.0000 100.00 0.000 0.00 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 0.000 0.00 76 CONCRETE BARRIER (TYPE 60D MOD) LF 125.0000 52,500.00 420.000 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 0.000 0.00 81 6" THERMOPLASTIC TRAFFIC STRIPE LF 0.4500 405.00 0.000 0.00 82 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 1,670.00 0.000 0.00 83 8" THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 450.00 0.000 0.00 (BROKEN 12-3) 84 THERMOPLASTIC PAVEMENT MARKING SQFT 3.0000 11,280.00 0.000 0.00 PROGRAM CAS145 PAGE 8 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ 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 0.000 0.00 86 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.0000 1,180.00 0.000 0.00 87 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS 1,000.0000 1,000.00 0.200 200.00 0.900 900.00 SYSTEM ELEMENTS DURING CONSTRUCTION 88 SIGNAL AND LIGHTING (LOCATION 1) LS 72,000.0000 72,000.00 0.250 18,000.00 0.850 61,200.00 89 SIGNAL AND LIGHTING (LOCATION 2) (CITY) LS 100,000.0000 100,000.00 0.400 40,000.00 0.850 85,000.00 90 SIGNAL AND LIGHTING (STAGE CONSTRUCTION) LS 50,000.0000 50,000.00 0.200 10,000.00 0.900 45,000.00 91 LIGHTING (CITY STREET) LS 72,000.0000 72,000.00 0.700 50,400.00 0.900 64,800.00 92 LIGHTING AND SIGN ILLUMINATION (STAGE LS 91,000.0000 91,000.00 0.900 81,900.00 CONSTRUCTION) 93 LIGHTING AND SIGN ILLUMINATION LS 80,000.0000 80,000.00 0.950 76,000.00 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 0.050 5,000.00 0.950 95,000.00 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 1.000 12,000.00 99 GENERAL PACKET RADIO SYSTEM (GPRS) EA 2,000.0000 4,000.00 0.500 1,000.00 WIRELESS MODEL ASSEMBLY PROGRAM CAS145 PAGE 9 DATE 10/27/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 04-4A1404 TIME 10:14 AM ESTIMATE NO. 10 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 10/20/10 R.E. NAME: MAHALLATI, SHAMS DATE OF THIS ESTIMATE 10/27/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,088,723.54 7,890,366.04 ADJUSTMENT OF COMPENSATION 3,906.25 17,569.57 EXTRA WORK 33,478.35 141,786.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,126,108.14 8,049,722.59 00 MOBILIZATION LS 837,000.0000 837,000.00 1.000 837,000.00 ORIGINAL CONTRACT AMOUNT 9,350,537.20 TOTAL WORK COMPLETED 1,126,108.14 8,886,722.59 MATERIALS ON HAND ON SITE 100,046.39 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,126,108.14 8,986,768.98 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 11/24/09 128 12/09/09 12/09/09 11/05/10 118 96 6 0 87% 88% PROGRESS IS SATISFACTORY MAHALLATI, SHAMS RESIDENT ENGINEER PROGRAM CAS145 DATE 10/27/10