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 04/21/11 EST. NO.04 TIME 07:36 AM R.E. NAME: HISHAM ALNATOUR 06-0A9904 --------------------------------------------------------------------------- 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 0001 663.74 E.W. @ F.A.(+) 032111 N 735-04 0002 227.70 120610 N 735-12 004 0001 2,051.13 E.W. @ F.A.(+) 012411 N 735-01 0002 1,827.44 012510 N 735-02 007 0001 2,191.01 E.W. @ F.A.(+) 021411 N 735-05 0002 4,014.73 021511 N 736-06 0003 692.02 021711 N 735-07 0004 3,395.60 020811 N 735-08 0005 531.18 040411 N 735-13 008 0001 282.52 E.W. @ F.A.(+) 031111 N 735-09 0002 452.13 031011 N 735-10 0003 2,740.24 031411 N 735-11 19,069.44 TOTAL THIS ESTIMATE 825.01 TOTAL PREVIOUS ESTIMATE 19,894.45 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 04/21/11 EST. NO.04 TIME 07:36 AM R.E. NAME: HISHAM ALNATOUR 06-0A9904 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- *** THERE ARE NO DEDUCTIONS FOR THIS CONTRACT *** PROGRAM CAS145 PAGE 1 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 07:36 AM ESTIMATE NO. 04 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/21/11 LOCATION PROGRESS ESTIMATE 06-KER-5-0.8/ .0 ----------------- J T S CONSTRUCTION IN KERN COUNTY NEAR LEBEC AT THE P O BOX 41765 TEJON SAFETY ROADSIDE REST AREA BAKERSFIELD CA 93384 FED. AID NO. ACHS-005 -4(183)206,IMG-005 -4(183)206 RESTORE SAFETY ROADSIDE REST AREA ------------------------------------------------------------------------------------------------------------------------------------ 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 7,020.0000 7,020.00 0.550 3,861.00 02 SMALL BUSINESS UTILIZATION REPORT EA 250.0000 1,500.00 0.000 0.00 03 TEMPORARY FENCE (TYPE ESA) LF 1.5400 12,551.00 9,488.000 14,611.52 04 CONSTRUCTION SITE MANAGEMENT LS 2,500.0000 2,500.00 0.060 150.00 0.160 400.00 05 PREPARE STORM WATER POLLUTION LS 1,983.0000 1,983.00 0.020 39.66 0.560 1,110.48 PREVENTION PLAN 06 TEMPORARY FIBER ROLL LF 4.2500 1,190.00 220.000 935.00 07 TEMPORARY CONCRETE WASHOUT FACILITY EA 3,205.0000 6,410.00 2.000 6,410.00 2.000 6,410.00 08 TEMPORARY DRAINAGE INLET PROTECTION EA 180.0000 4,680.00 30.000 5,400.00 09 CONSTRUCTION AREA SIGNS LS 2,340.0000 2,340.00 0.020 46.80 0.560 1,310.40 10 TRAFFIC CONTROL SYSTEM LS 4,900.0000 4,900.00 0.060 294.00 0.160 784.00 11 TYPE III BARRICADE EA 150.0000 1,200.00 16.000 2,400.00 12 CHANNELIZER (SURFACE MOUNTED) EA 30.0000 1,020.00 44.000 1,320.00 13 PORTABLE CHANGEABLE MESSAGE SIGN LS 5,850.0000 5,850.00 0.100 585.00 14 REMOVE PAINTED TRAFFIC STRIPE LF 4.0000 440.00 0.000 0.00 15 REMOVE PAINTED PAVEMENT MARKING SQFT 5.0000 460.00 0.000 0.00 16 RESET PRECAST CONCRETE TRASH EA 100.0000 1,700.00 0.000 0.00 RECEPTACLE 17 REMOVE CONCRETE CY 43.0000 81,270.00 766.960 32,979.28 1,896.400 81,545.20 18 REMOVE CONCRETE CURB LF 7.1500 572.00 0.000 0.00 19 CLEARING AND GRUBBING LS 12,300.0000 12,300.00 0.020 246.00 1.000 12,300.00 20 LEAD COMPLIANCE PLAN LS 1,000.0000 1,000.00 1.000 1,000.00 21 STRUCTURE EXCAVATION (RETAINING WALL) CY 287.0000 3,731.00 0.000 0.00 22 STRUCTURE BACKFILL (RETAINING WALL) CY 383.0000 4,979.00 0.000 0.00 PROGRAM CAS145 PAGE 2 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 07:36 AM ESTIMATE NO. 04 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 HIGHWAY PLANTING LS 47,600.0000 47,600.00 0.023 1,094.80 24 PRUNE EXISTING PLANTS LS 1,000.0000 1,000.00 0.850 850.00 25 DECOMPOSED GRANITE (MISCELLANEOUS AREAS) SQYD 59.0000 10,620.00 0.000 0.00 (SQYD) 26 MAINTAIN EXISTING PLANTED AREAS LS 4,200.0000 4,200.00 0.060 252.00 0.160 672.00 27 PLANT ESTABLISHMENT WORK LS 3,800.0000 3,800.00 0.000 0.00 28 MAINTAIN EXISTING IRRIGATION FACILITIES LS 3,000.0000 3,000.00 0.060 180.00 0.160 480.00 29 IRRIGATION SYSTEM LS 119,600.0000 119,600.00 0.000 0.00 30 IRRIGATION SLEEVE (2" PR 315) LF 10.0000 7,300.00 0.000 0.00 31 IRRIGATION SLEEVE (3" PR 315) LF 21.0000 9,240.00 0.000 0.00 32 PARKING AREA SEAL COAT TON 1,120.0000 38,080.00 0.000 0.00 33 DRAIN INLET EA 5,733.0000 5,733.00 0.000 0.00 34 ARCHITECTURAL TEXTURE (STUCCO) SQFT 9.0000 3,780.00 0.000 0.00 35 PRECAST CONCRETE ENTRANCE SIGN EA 24,300.0000 48,600.00 0.000 0.00 36 PRECAST CONCRETE SITE SIGN EA 602.0000 7,826.00 0.000 0.00 (SINGLE SIGN) 37 PRECAST CONCRETE SITE SIGN EA 690.0000 8,280.00 0.000 0.00 (DOUBLE SIGN) 38 PRECAST CONCRETE SITE SIGN EA 752.0000 18,800.00 0.000 0.00 (TRIPLE SIGN) 39 PRECAST CONCRETE SITE SIGN EA 840.0000 2,520.00 0.000 0.00 (QUAD SIGN) 40 PRECAST CONCRETE NEWSPAPER RACK EA 3,270.0000 6,540.00 0.000 0.00 41 8" PRECAST CONCRETE PICNIC TABLE EA 885.0000 9,735.00 0.000 0.00 42 6' PRECAST CONCRETE PICNIC TABLE EA 855.0000 12,825.00 0.000 0.00 43 PRECAST CONCRETE WATER FAUCET EA 770.0000 17,710.00 0.000 0.00 ASSEMBLY 44 PRECAST CONCRETE TRASH CONTAINER EA 410.0000 37,310.00 0.000 0.00 45 PRECAST CONCRETE RECYCLE CONTAINER EA 475.0000 2,375.00 0.000 0.00 46 RETAINING WALL STEM (TYPE 6) SQFT 15.0000 6,405.00 0.000 0.00 F) 47 FOOTING (RETAINING WALL) CY 409.0000 5,317.00 0.000 0.00 48 BAR REINFORCING STEEL (RETAINING WALL) LB 1.1000 699.60 0.000 0.00 F) 49 6' TIMBER BENCH EA 510.0000 4,080.00 0.000 0.00 PROGRAM CAS145 PAGE 3 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 07:36 AM ESTIMATE NO. 04 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 PREPARE AND PAINT CONCRETE SQFT 1.2000 15,480.00 0.000 0.00 51 4" PLASTIC PIPE LF 38.0000 7,600.00 0.000 0.00 52 DRAINAGE INLET MARKER EA 50.0000 1,500.00 0.000 0.00 53 GRATED LINE DRAIN LF 232.0000 33,872.00 0.000 0.00 F) 54 JACKED 18" WELDED STEEL PIPE LF 384.0000 76,800.00 0.000 0.00 (.375" THICK) 55 MINOR CONCRETE (CURB) LF 11.7000 1,638.00 0.000 0.00 56 MINOR CONCRETE (MISCELLANEOUS CY 480.0000 403,200.00 0.000 0.00 CONSTRUCTION) 57 MINOR CONCRETE (CURB RAMP) CY 1,800.0000 1,800.00 0.000 0.00 58 MISCELLANEOUS IRON AND STEEL LB 14.2000 42,742.00 0.000 0.00 59 PAINT TRAFFIC STRIPE (2-COAT) LF 1.1000 4,422.00 0.000 0.00 60 HIGHWAY ADVISORY RADIO SYSTEM LS 172,000.0000 172,000.00 0.000 0.00 61 8' STEEL BENCH EA 2,340.0000 14,040.00 0.000 0.00 62 BUILDING WORK LS 3005,000.0000 3,005,000.00 0.044 132,220.00 0.139 417,695.00 PROGRAM CAS145 PAGE 4 DATE 04/21/11 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 06-0A9904 TIME 07:36 AM ESTIMATE NO. 04 BID OPENING 04/13/10 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 04/20/11 R.E. NAME: HISHAM ALNATOUR DATE OF THIS ESTIMATE 04/21/11 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS 172,817.74 554,764.40 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 19,069.44 19,894.45 SUBTOTAL AMOUNT EARNED 191,887.18 574,658.85 ORIGINAL CONTRACT AMOUNT 4,382,665.60 TOTAL WORK COMPLETED 191,887.18 574,658.85 MATERIALS ON HAND ON SITE 0.00 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 191,887.18 574,658.85 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 10/27/10 430 01/10/11 01/10/11 10/04/12 64 45 0 0 13% 15% PROGRESS IS SATISFACTORY HISHAM ALNATOUR RESIDENT ENGINEER PROGRAM CAS145 DATE 04/21/11