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 12/24/10 EST. NO.13 TIME 08:47 AM R.E. NAME: AL-KHATEEB, TAGHREED 08-394704 --------------------------------------------------------------------------- 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 0004 600.52 E.W. @ F.A.(+) 060710 N 5.0 0 0023 936.57 101310 N 25.0 0 002 0001 1,020.92 A.C. @ U.P.(+) 031510 N 1 0 0002 2,258.39 091510 N 2 0 0003 9,277.87 101510 N 3 0 007 0001 3,212.12 E.W. @ F.A.(+) 100110 N 27.0 0 0003 255.99 102710 N 0038.0 010 0001 28,482.00 E.W. @ L.S.(+) 091510 N 1 0 46,044.38 TOTAL THIS ESTIMATE 28,144.35 TOTAL PREVIOUS ESTIMATE 74,188.73 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 12/24/10 EST. NO.13 TIME 08:47 AM R.E. NAME: AL-KHATEEB, TAGHREED 08-394704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE 2009 SOLID WASTE RPT -10,000.00 02 2009 SOLID WASTE RPT 10,000.00 03 0.00 0.00 LIQUIDATED DAMAGES 30 DAYS @ $3000./DAY -90,000.00 11 14 DAYS @ $3000./DAY -42,000.00 12 44 DAYS @ $3000./DAY 132,000.00 13 132,000.00 0.00 TOTAL DEDUCTIONS 132,000.00 0.00 PROGRAM CAS145 PAGE 1 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-394704 TIME 08:47 AM ESTIMATE NO. 13 BID OPENING 09/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 12/24/10 LOCATION PROGRESS ESTIMATE 08-SBD-18-66.6/67.1 ----------------- SEMA CONSTRUCTION INC IN SAN BERNARDINO CO NEAR LUCERNE 6 ORCHARD SUITE 150 VALLEY FROM 1.3 MILES SOUTH OF LAKE FOREST CA 92630 ARTIC CANYON WASH TO 0.8 MI NORTH OF MARBLE CANYON ROAD_____________ FED. AID NO. SARR-P018(39)E ,A-P018(39)E REPLACE BRIDGE AND REALIGN CURVE ------------------------------------------------------------------------------------------------------------------------------------ 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 8,000.0000 8,000.00 0.650 5,200.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,000.00 2.000 500.00 03 TIME-RELATED OVERHEAD WDAY 550.0000 104,500.00 189.000 103,950.00 04 TEMPORARY FENCE (TYPE WILDLIFE) LF 13.0000 9,100.00 635.000 8,255.00 05 TEMPORARY FENCE (TYPE ESA) LF 2.0000 7,540.00 3,200.000 6,400.00 06 48" TEMPORARY CULVERT LF 120.0000 15,600.00 130.000 15,600.00 07 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.150 1,500.00 1.000 10,000.00 08 PREPARE STORM WATER POLLUTION LS 2,000.0000 2,000.00 1.000 2,000.00 PREVENTION PLAN 09 TEMPORARY FIBER ROLL LF 2.5000 25,000.00 0.000 0.00 10 TEMPORARY SILT FENCE LF 1.4000 9,100.00 3,200.000 4,480.00 11 TEMPORARY GRAVEL BAG BERM LF 1.7500 11,375.00 3,200.000 5,600.00 12 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,000.0000 6,000.00 2.000 6,000.00 13 TEMPORARY CONSTRUCTION ENTRANCE EA 2,300.0000 4,600.00 0.000 0.00 14 TEMPORARY COVER SQYD 3.0000 3,000.00 0.000 0.00 15 TEMPORARY CHECK DAM EA 45.0000 450.00 3.000 135.00 16 TEMPORARY DRAINAGE INLET PROTECTION EA 85.0000 340.00 0.000 0.00 17 TEMPORARY CONSTRUCTION ROADWAY CY 60.0000 15,600.00 260.000 15,600.00 18 BIOLOGICAL MONITOR WDAY 260.0000 11,700.00 38.000 9,880.00 19 TEMPORARY SOIL BINDER SQYD 1.0000 9,210.00 0.000 0.00 20 CONSTRUCTION AREA SIGNS LS 3,400.0000 3,400.00 1.000 3,400.00 21 TRAFFIC CONTROL SYSTEM LS 26,000.0000 26,000.00 1.000 26,000.00 22 TEMPORARY PAVEMENT MARKING (PAINT) SQFT 2.5000 325.00 130.000 325.00 PROGRAM CAS145 PAGE 2 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-394704 TIME 08:47 AM ESTIMATE NO. 13 BID OPENING 09/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 TEMPORARY TRAFFIC STRIPE (PAINT) LF 0.2300 6,072.00 26,400.000 6,072.00 24 CHANNELIZER (SURFACE MOUNTED) EA 36.0000 2,664.00 74.000 2,664.00 25 FLASHING BEACON (PORTABLE) EA 2,300.0000 6,900.00 3.000 6,900.00 26 PORTABLE CHANGEABLE MESSAGE SIGN EA 3,300.0000 13,200.00 2.000 6,600.00 27 TEMPORARY RAILING (TYPE K) LF 13.0000 98,020.00 7,540.000 98,020.00 28 TEMPORARY CRASH CUSHION MODULE EA 150.0000 14,700.00 84.000 12,600.00 29 TEMPORARY TRAFFIC SCREEN LF 2.0000 15,080.00 0.000 0.00 30 REMOVE METAL BEAM GUARD RAILING LF 20.0000 6,200.00 312.500 6,250.00 31 REMOVE YELLOW THERMOPLASTIC TRAFFIC LF 0.6500 4,680.00 7,200.000 4,680.00 STRIPE 32 REMOVE THERMOPLASTIC TRAFFIC STRIPE LF 0.4600 5,152.00 11,200.000 5,152.00 33 REMOVE THERMOPLASTIC PAVEMENT MARKING SQFT 1.3000 741.00 570.000 741.00 34 REMOVE PAVEMENT MARKER EA 1.3000 468.00 360.000 468.00 35 REMOVE ROADSIDE SIGN EA 47.0000 329.00 7.000 329.00 36 REMOVE PIPE LF 24.0000 1,344.00 56.000 1,344.00 37 REMOVE BASE AND SURFACING CY 16.0000 17,120.00 1,238.000 19,808.00 38 SALVAGE METAL BRIDGE RAILING LS 5,000.0000 5,000.00 1.000 5,000.00 39 RESET ROADSIDE SIGN EA 280.0000 1,120.00 5.000 1,400.00 40 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 5.5000 19,470.00 4,029.000 22,159.50 41 BRIDGE REMOVAL LS 30,000.0000 30,000.00 1.000 30,000.00 42 CLEARING AND GRUBBING LS 20,000.0000 20,000.00 1.000 20,000.00 43 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 44 ROADWAY EXCAVATION CY 9.0000 159,300.00 17,700.000 159,300.00 45 LEAD COMPLIANCE PLAN LS 3,800.0000 3,800.00 1.000 3,800.00 46 ROADWAY EXCAVATION (DETOUR REMOVAL) CY 9.0000 12,960.00 1,440.000 12,960.00 47 STRUCTURE EXCAVATION (BRIDGE) CY 60.0000 63,900.00 1,065.000 63,900.00 F) 48 STRUCTURE BACKFILL (BRIDGE) CY 80.0000 56,240.00 703.000 56,240.00 F) 49 DITCH EXCAVATION CY 200.0000 4,000.00 20.000 4,000.00 PROGRAM CAS145 PAGE 3 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-394704 TIME 08:47 AM ESTIMATE NO. 13 BID OPENING 09/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 IMPORTED BORROW CY 1.0000 1,440.00 0.000 0.00 51 ROADSIDE CLEARING LS 5,000.0000 5,000.00 1.000 5,000.00 52 EROSION CONTROL (TYPE D) ACRE 2,600.0000 15,600.00 4.800 12,480.00 53 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 1,000.00 2.000 1,000.00 54 TRANSPLANT JOSHUA TREE AND MOJAVE YUCCA EA 880.0000 12,320.00 15.000 13,200.00 55 PLANT (GROUP B) EA 130.0000 4,550.00 35.000 4,550.00 56 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.080 400.00 0.144 720.00 57 CLASS 2 AGGREGATE BASE CY 24.0000 103,440.00 4,310.000 103,440.00 58 HOT MIX ASPHALT (TYPE A) TON 91.0000 562,380.00 5,740.240 522,361.84 59 DATA CORE LS 8,000.0000 8,000.00 0.250 2,000.00 1.000 8,000.00 60 PLACE HOT MIX ASPHALT DIKE (TYPE C) LF 2.0000 150.00 75.000 150.00 61 PLACE HOT MIX ASPHALT DIKE (TYPE D) LF 2.0000 3,480.00 1,749.000 3,498.00 62 PLACE HOT MIX ASPHALT DIKE (TYPE F) LF 2.0000 440.00 220.000 440.00 63 PLACE HOT MIX ASPHALT SQYD 23.0000 6,210.00 27.000 621.00 (MISCELLANEOUS AREA) 64 LIQUID ASPHALT (PRIME COAT) TON 420.0000 19,740.00 14.000 5,880.00 65 TACK COAT TON 520.0000 38,480.00 11.620 6,042.40 66 STRUCTURAL CONCRETE, BRIDGE FOOTING CY 300.0000 30,600.00 102.000 30,600.00 F) 67 STRUCTURAL CONCRETE, BRIDGE CY 580.0000 249,400.00 430.000 249,400.00 F) 68 MINOR CONCRETE (MINOR STRUCTURE) CY 1,400.0000 14,000.00 10.000 14,000.00 F) 69 JOINT SEAL (MR 1") LF 44.0000 4,884.00 111.000 4,884.00 F) 70 BAR REINFORCING STEEL (BRIDGE) LB 0.5800 74,414.00 128,300.000 74,414.00 F) 71 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 11.0000 451.00 41.000 451.00 (0.063"-UNFRAMED) 72 FURNISH SINGLE SHEET ALUMINUM SIGN SQFT 12.0000 360.00 30.000 360.00 (0.080"-FRAMED) 73 ROADSIDE SIGN - ONE POST EA 330.0000 660.00 2.000 660.00 2.000 660.00 74 ROADSIDE SIGN - TWO POST EA 510.0000 1,530.00 3.000 1,530.00 3.000 1,530.00 75 30" CORRUGATED STEEL PIPE (.079" THICK) LF 100.0000 1,000.00 10.000 1,000.00 76 48" CORRUGATED STEEL PIPE (.109" THICK) LF 110.0000 12,100.00 110.000 12,100.00 PROGRAM CAS145 PAGE 4 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-394704 TIME 08:47 AM ESTIMATE NO. 13 BID OPENING 09/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 30" BITUMINOUS COATED STEEL FLARED END EA 1,000.0000 1,000.00 1.000 1,000.00 SECTION 78 48" BITUMINOUS COATED STEEL FLARED END EA 1,800.0000 1,800.00 1.000 1,800.00 SECTION 79 ROCK SLOPE PROTECTION (2 TON, METHOD A) CY 66.0000 7,260.00 110.000 7,260.00 80 ROCK SLOPE PROTECTION (1 TON, METHOD B) CY 66.0000 13,200.00 200.000 13,200.00 81 ROCK SLOPE PROTECTION CY 66.0000 67,320.00 1,180.000 77,880.00 (1/4 TON, METHOD B) 82 ROCK SLOPE PROTECTION (LIGHT, METHOD B) CY 66.0000 15,840.00 240.000 15,840.00 83 ROCK SLOPE PROTECTION CY 66.0000 35,640.00 540.000 35,640.00 (BACKING NO. 2, METHOD B) 84 ROCK SLOPE PROTECTION FABRIC SQYD 4.0000 9,800.00 2,450.000 9,800.00 85 METAL BEAM GUARD RAILING (STEEL POST) LF 28.0000 10,360.00 370.000 10,360.00 86 VEGETATION CONTROL (MINOR CONCRETE) SQYD 42.0000 13,020.00 310.000 13,020.00 87 TRANSITION RAILING (TYPE WB) EA 3,700.0000 14,800.00 4.000 14,800.00 88 ALTERNATIVE FLARED TERMINAL SYSTEM EA 2,300.0000 9,200.00 1.000 2,300.00 4.000 9,200.00 89 CONCRETE BARRIER (TYPE 742) LF 100.0000 22,600.00 226.000 22,600.00 F) 90 THERMOPLASTIC PAVEMENT MARKING SQFT 4.0000 3,400.00 846.000 3,384.00 91 THERMOPLASTIC TRAFFIC STRIPE LF 0.5000 8,150.00 16,204.000 8,102.00 (SPRAYABLE) 92 PAVEMENT MARKER EA 10.0000 5,000.00 500.000 5,000.00 500.000 5,000.00 (RETROREFLECTIVE-RECESSED) 93 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 94 18" CORRUGATED STEEL PIPE (.079" THICK) LF 62.0000 42,160.00 680.000 42,160.00 95 CLASS 4 CONCRETE (BACKFILL) CY 150.0000 2,550.00 17.000 2,550.00 PROGRAM CAS145 PAGE 5 DATE 12/24/10 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 08-394704 TIME 08:47 AM ESTIMATE NO. 13 BID OPENING 09/03/09 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 12/20/10 R.E. NAME: AL-KHATEEB, TAGHREED DATE OF THIS ESTIMATE 12/24/10 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 13,390.00 2,154,090.74 ADJUSTMENT OF COMPENSATION 12,557.18 12,557.18 EXTRA WORK 33,487.20 61,631.55 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 59,434.38 2,228,279.47 96 MOBILIZATION LS 250,000.0000 250,000.00 1.000 250,000.00 ORIGINAL CONTRACT AMOUNT 2,572,029.00 TOTAL WORK COMPLETED 59,434.38 2,478,279.47 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 132,000.00 0.00 TOTAL 191,434.38 2,478,279.47 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 10/07/09 420 12/01/09 12/01/09 11/04/11 256 7 36 0 PLANT ESTABLISHMENT PERI PROGRESS IS SATISFACTORY AL-KHATEEB, TAGHREED RESIDENT ENGINEER PROGRAM CAS145 DATE 12/24/10